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RC-18-3032
BUILDING PERMIT APPLICATION Miami Shores Villagez,vEb Building Department OCT 03 1018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2011 � Master Permit No. Sub Permit No.C' ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP �I CONTRACTOR DRAWINGS JOB ADDRESS: S 1 �� 1 b ( City: Miami Shores' County: Miami Dade Zip: Folio/Parcel#: [X7 20 � ,O �� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:: I I Flood Zone: y�BFE: �-FFF�E: , A OWNER: Name (Fee Simple Titleholder):�C� �� 1 �C 1 6 ` PS b P J.%� P�ohdi#: �C " Address: -5 .5; � l l City: Tenant/Lessee Name: Email: 1 Dv G% -g"19-7 l CONTRACTOR: C pansy Name: Address: ljP_ City: Ob CfzeLeke Qualifier Name: y State: S.0 L) E C: reu)( !I A L).? -- State: �-A AO o k-4;�t 'n p�77�' qN. �� {) �G q S7 :;5a one#: e1� �l y I y' 6ci S� State Certification or Registration #: CC?G 6 610 S-10 Q Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ Ste( �� Square/Linear Footage of Work: Type of Work: Addition ❑ ((Alteration ❑ New F-1 Repair/Replace Description of Work: 00 �P Je-d i U` v'q « 1 n It ck' Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ `� Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this / day of �C� 20 t a% by ✓�lice 7r -S1e tho is personally known to me or who has produced as identification and who did take an oath. NOT Sign Prim Signature 4 CONTRACTOR The foregoing instrument was acknowledged before me this Z 3 day off-!!5� t— - 20 ( by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: `-M Al Seal: g`YP°Br c , LAURA Seal: * * EXPIRES; March 16, 2019 ' * MY COMMISSION # FF 188027 s, e` Bonded Thru Budget Notary 51r"* EXPIRES: March 16, 2019 N'F ,p�Oe Bo ed Thru BUdgit Notary Servkn �k*** *************************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Proof of Coverage Page 1 of 1 GtiC Mobile App We 11011le Search Our Data CFO Home Exemption Detail Page This database was last updated Monday, May 06, 2019 12:10 AM. Return to Previous Page Exemption Details Name Title Effective Date 'Termination Date Exemption Type "Business Activities Employer Name ERIC S Click Here to View F & F FINKELSTEIN VP Oct 9 2008 Oct 9 2010 Construction Activities Listed on Exemption CONSTRUCTION SERVICES INC ERIC Click Here to View I F & F E CONSTRUCTION FINKELSTEIN VP Oct 10 2006 Oct 9 2008 Construction Activities Listed on Exemption SERVICES INC Click Here to View F & F ERIC VP Oct 10 2004 Oct 10 2006 Construction k Activities Listed on ` CONSTRUCTION FINKELSTEIN ! Exemption # SERVICES INC I Click Here to View i F&F ERIC S VP Jul 13 2014 Jul 12 2016 Construction Activities Listed on t CONSTRUCTION FINKELSTEIN Exemption SERVICES INC Click Here to View ; F&F ERIC VP Jul 13 2012 Jul 13 2014 Construction I Activities Listed on CONSTRUCTION FINKELSTEIN Exemption Exemption SERVICES INC ERICS Click Here to View ` FINKELSTEIN FINKELSTEIN SP Apr 231999 Apr 232001 Construction Activities Listed on ` ERIC Exemption ERICS Click Hereto View JMEC FINKELSTEIN ME Mar 3 2017 Mar 3 2019 Construction Activities Listed on Exemption CONSTRUCTION, LLC Click Here to View JMEC ERICS ME Feb 25 2017 Mar 3 2017 Construction Activities Listed on CONSTRUCTION. FINKELSTEIN Exemption LLC ERICS Click Here to View j JMEC FINKELSTEIN ME Feb 26 2015 Feb 25 2017 Construction ' Activities Listed on CONSTRUCTION, Exemption LLC *Termination may be through the revocation of the exemption, or expiration of the exemption. **The exemption only applies to the business activities listed on the exemption. IReturn to Search Page https:Happs8.fldfs.com/proofofcoveragelExemptionDetail.aspx?pr_person_id=000788635 5/6/2019 _ Miami Shores Village UG 212015 Building Department Q I 10050 N.E.2nd Avenue _ Miami Shores, Florida 33138 Y:— Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by A a 1 Associates _ to perform special inspector services under the Florida Building Code at the 358 NE 101st Street project on the below listed structures as of August 14, 2015 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) \❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) j� SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) / SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) • • • • SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) • • • '00000 • • • • • ❑ SPECIAL INSPECTOR FOR • • • • • • Note: Only the marked boxes apply. • • • • • • The following individual(s) employed by this firm or me are authorized representatives to perform i4 rtion * .. Gilberto Gavarrete 2. Asad Siddiqui 0000 • • • 3. Rainier Nivel Chan Pak 4. Sarfaraz Malick 000000 • 0 • *Special Inspectors utilizing authorized representatives shall insure the authorized representative is g44i�" by educatioq or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licedsurllp aZ a professional engineer or architect; graduation from an engineering education program in civil or structural engineerg; graduation:rdVtM architectural education program; successful completion of the NCEES • • • • • • • Fundamental Examination; or registration as building inspector or general contractor. • • • • I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Namp Gilberto Gavarrete P.E. # 51371 �L'tkl�c4.ti w� GATE: August 14, 2015 Created on 6/10/2009 (PRINT) Address 12949 W. Okeechobee Rd. C-4, Hialeah Gardens, FL 33018 Phone No. 305-888-3373 G��� 14770 SW 43rd WAY, SCALE: 1"=20' JOB NO: 1205-045A D M E N S I O N S INC MIAMI, FL 33185. FIELD DATE: 03-04-2015 PHONE;: (305) 512-4225 TYPE OF PROJECT.- Land ROJECT:Land Surveying Services FAX: (305) 512-1914 BOUNDARY SURVEY FOR; SCOTT F. SMITH AND PATRICE GILLESPIE-SMITH The W 1/2 of LEGAL DESCRIPTION: AN AMENDED PLAT OF MIAMI PROP. ADD. 358 N.E. 101 st STREET, MIAMI SHORES, FL 33138 LOT: Lot 4 & all Lot 5 BLOCK: 39 SUBDIVISION: SHORES SECTION No. 1 FND.I.P.1/2" 1 PLAT BOOK: 10 PAGE: 70 OF: MIAMI-DADE ,_E, 101st STREET _ 75.00' Total RM 20' Asphalt COUNTY, FLORIDA. 0 ,n o M RECF,IVE Conc. 22' Parkway JUL 10 2015 5' Conc.Walk 75.00' FND.I.P.1 JBY: NO ID e9, I g'L B.C. tV 1 Sip d7 I ooh 177.62' & �, _ C U ~ I � 2 i zi U o I� W CV t7 I � Tile I S 14.00' 9.9T t 5.0%018.00, IF: n tV 40.50' I �� PL • 7o x- I Z o GAR= 8.83' I LC I F.F.E.=10.54' I o �0 •....� K 1 I 00 �("i • • ••• • sees •• ac .. ... • ONE STORY CBS I as RESIDENCE # 358 I • Nr On Q sees•• • • • sees•• K I L h J •••• • e • • • • sees•• 13.50' K V. .... ..�..• sees•• eee• sees• F.F.Q.=1A.QA'. .. 10.35' E e••••• ss, •••se• " • • • • • • • • .. : CL ...... E.M 600' .I ...... ...... F c6 orc a..* LL • 26. ' • I L` •• •• • • I • • • • • • • J • •• • •• • • JCERTIFIED T0: `6 I I �SCOTT F. SMITH AND PATRICE GILLESPIE-SMITH ED oKy •A Lot 5 Block:39 : F: :.: ; I :The 1/2 of Lot 4 • B ck 39 K � .99 S• t7 6 4' C.L.F. WL , C> 7 d 75 1.UU' FND.I.P.1/2" (NO ID)tNU W.P.P. IU) V) 15' ALLEY Asphalt ... 060 s9' % • ., .. •� SURVEYOR'S NOTES: ' ' ' + 1.) THE SURVEY OF THE PROPERTY SHOWN HEREw019 % IN=1CCOFTAN;,E;T4 jV : DESCRIPTION FURNISHED BY CLIENT. 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARING, ANGLES AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. ABBREVIATIONS: 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER • RECORDED ENCUMBERANCES NOT SHOWN[NI OHE PIAT AND TPP DAME F•ANY M4Y- w w $WK= Sidewalk, CBS= Concrete Block Structure, CLF- Chain Link Fence, PL" Property Line, DUE" Drainage Utility Easement, IP- Iron Pipe, + NOT BE SHOWN ON THE SKETCH. • • • • • • 4.) UNDERGRAUND PORTIONS OF FOOTINGS, F019ATIOIS ORUTOAMPR4VEM&T • • • • AIC= Alf Conditioner Pad, P/C= Props Comer, DM= Drilled Hole, WIF" Wood Fence, RES- Residence, 1- Clear, 1R= Iron Rebar, UE- Utility WERE NOT LOCATED. • • w • • • , 5.)))))) FENCES TIES ARE TO THE CENTER LINE OFIReSAVC e e -00 e + Easement, CONC" Cone. Slab, RIW= Right of Way, DE- Drainage Easement, CIL- Center Line, O" Diameter, TYP= Typical, M= Measured, R- Recorded, 6 f ALL TIES TO THE FACE OF THE SAME. ENCR= Encroachment, COMP= Computer, ASPH- Asphalt, NID= Nall 6 Disc., 7. LEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM S- Se, FFE" Finish Floor Elevation, O/S= Offset, P/P= Power Pole, (1929) UNLESS OTHERWISE NOTED. OHP- Overhead Powedine, WM= Water Meter, WPP= Wood Power Pole, a.) THERE NO ABOVE GROUND ENCROACHMENTS OTHER TH AAI JTHO%VHOVYN. • e • w E.M.=Electric Meter, M.F=Meal Fence, P.F.=Plastic Fence, D.M.E.=Drainage as 9 BENCH MARK USED IS N- 802 ELEVATION - 8.98' NGVD 19290 • • • • • • • / M•Mtenence Easement C.M.E =Canal Maintenance Easement, L.M.E.-Lake M=Ienence Easement. M.E.= Maintenance Essamcnt, B.C.-Block Comer, • • • • • e • • 000 e • • s • • • P.C.=Point of Curvature, FND-Found, NO ID -No identl9aarbn. (FLOOD ZONEINFORMATIN), ••: • • • • • •+ IHEREBY CERTIFY: "9WN1)AgY ZONE: X 120652 1208600302 L 9 11 2009 N/A PANEL: SUFFIX: DATE BASE: TNI M.R-h.A aUgVEY' dM Wnir .eo•n Irw.an 4 aw rd car.cl iaM '".".ThiikleMN.-7-hnkAIR. arils b .raw This .w.y caePar vial M.Ppae.EN YIMww T.cMk.l atw e. a. "s —COMM: , ."W aw ".W. I d P1.1-W."t.wv.Yan .n/ Y.Pp�. r..e1.MW W Ch.". "17.= NOTE: DETERMINATION OF FLOOD ZONE LINES WERE BASED ON SCALING OF FEMA MAP LISTED ABOVE. Aftb 7tA • FIwN. a1NM• NOTE: ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF N/A ON THE CENTER LINE OF N/A PROPERTY LINE. EASEMENT VIOLATIONS: ❑ YES N NO DAVID Is. FLITCH REGISTERED LAND SURVEYOR # 4843 APPARENT VISIBLE ENCROACHMENTS: ❑ YES ® NO STATE OF FLORIDA LB # 0006874 COMENTS: NOTE: NOT VALID UNLESS SHEET-!— OF 1 SIGNED AND SEALED .. • ... ... .. . . . .. .. . . . . . . . . . . . Miami Shores Village • '•' • �• Building Department "' ' • • 10050 N. E.2nd Avenue Miami Shores, Florida 33138 • • • • • • • • Tel: (305) 795.2204 Fax: (305) 756.8972 .. .. . ....... MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE (We) have been retained by Scott Smith to perform special inspector services under the Florida Building Code at the 358 NE 101st Street project on the below listed structures as of 08-12-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC -7-15-1723 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) E SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS $ ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name Vidor J. Bruce (PRIN-n 1 Address 370 NE 101 st Street DATE: Created on 6/10/2009 Phone N0. 305.310.5030 .. .. . . . .. . . . . . . . . . . • •�� • ' ' Miami Shores Village • • ;:; . •:::' Building Department • • • • . . . • • •.. 10050 N.E.2nd Avenue • • • Miami Shores, Florida 33138 .. .. .. • . • Tel: (305) 795.2204 • • ... • ' ' ' ' Fax: (305) 756.8972 ...... . •• MIAWSHORESVILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Scott smith to perform special inspector services under the Florida Building Code at the 358 NE 101st Street project on the below listed structures as of 08-12-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC -7-15-1723 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) E SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS $ ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this fine or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services, I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect A Names Victor J. Bruce Created on 6/10/2009 (PRINT) Address 370 NE 101 st Street Phone N0. 305.310.5030 is as 0 0 ABBREVIATIONS 0 : Siy111B©LS: p=?. a3C'F_ =a.6�C F_OCR MB -4. ..ltie-EQ BA -L E_,\ • � 1%, 'S 4 R CaNC r a,IVG MB¢ `"G6'E¢ B=DFCC" - • • • • al•.1 A Q .1AAD_ VG Ufl- MAK LX M " • • • • • O G_-ER\A'E "C. ,IE!,��= C \E- • • • • • • • • • • • • • :. • SEAI NMI e. Vii. .r=<AGE cQC. tom{ 4,• • - =�M V. L. \,:" ♦ CC\-Qi:C" � "'' CCF ..:. .. -_ -_._ 3R. 3o -ROC^' 7i 5. =L2 •'� • • • • • • • • • • • • Bo. B' e,ts: GBS. CB5G_R� a • • \-QR CF :i...- • • • • • • BLDG e_CC<\:: aC. C\G=1jR • ••� : :'• 7 • .COR -''s • • • 0 ............ ... BC. eCGRD OP=. CP'=O� _ • • • • ►-1 • • • • . _ BB. eaND BEA" ON. CVER-e-,b^• • • • OCT. BC --'JN GH7. Ov=R••=aD DCGR AA2fA0tkS Gd3. CABG. P'D. =A\TEG (\{� MIAMI SHORES VILLAGE VlCrolJ.MUCE ^ GE _Iw PR =A R �, IA14017103 f_-... '1E PANRV GENERAL NOTESRESIDENCE 1 `�`�'�40 CE\ -=R _ \E a PENN --n- 770 N.E 101d Steel GER ". CER -4M TLE _. Po-°„- I. '-h CO\"FA.0-CR SaA_L _ GR -_= IAICIIi Shorn. Noddy C•:A". CwAT'P=R = _D = �1CCJ _^ LJthMG I 331.'% --E XR< =R OR "C--qC,_.: 5T4R%-fat 3W310-5= CEP. C_==AQ PLF. °cD D6 PER _in=dQ =CO-; T .i kcc 1477,408400 a_. SOLUM\ P.B.. A:)-- 'ER SaAJRE TC- 2 --E -RAL W36 ARE \O- -C BE 5CA_ED. ,.r_ =C•L2= D =\ '� 5 h Architect. „� aVS. SC\GQET= RV, -I JOS w -R Sa1.ARE =OCT _AR'j= SGA_E :RG_ NGS 5-4L.L 60"/=R\ CVER &'^-LEER SCG_E CF \G 3. TF-_ i'--'- C."li."ASC\RY J\ TB P.•. =REESSLRE 'REATE:C c � !_ nM Pl. =f¢pERT`"L\. «NTRAGOR5+m4L_=ELS`l=R1 t_LC�'=\S0\5ANDSC\:1-O\5.'i _ Victor J. Bruce 'lE::[l,a I ti COVE G¢ GC\STRUGT'W GRAD= .FENT OF C0\7 -_-S- TH= dR'GJ -EC- 5-d_ 3E \I -F EC FR OR TO=RCG=ED \C• t i �- Aa Aaa•gcaa°Ipen S_ SCL wasa -eA 55 Iuea4 a. raemeTBa S u LLA R 1 - L = Jrac =R_ ERGS_ ❑ r _ -C `fBE, I.4 .CG ' =$\.T tJ D 117E A & I associates, Inc. r _ RAC. RpJl3 �„ - SC T °aMca.MNreawa,M '.X.L*. A¢ GJ_T„�D `!.=R9L= .:Ca=� -0\5 FOF TL_ .,^L: C\ C= TI-= CC`FL '. 9wt.f`} pep.,yq�w mwclolu, RA=. DE-. DETAi_ �. REFRr=Ra�OR 3. A__ 1020 5=A__ BE DG\E N 5-RCST 4CCCRD4NS_ L--'-,° 3H5T 305.310.5030 ---• - I -- _._ he.adbmlb•npimp A. DIAMETER REQD. REM RED ..`. ,. .. or copNheIMP lad ImIMM Cb= DI5=C5AL REV. R5`!'SGV "RAC- DES Cr NE CO\5'R:.01 ON FRAC_ 4VC $-d__ BE �rFccrEi N G • conowd oftsp.wtlwm FS=R =F^,�s$�C\ALG\c�_o�Q"iv-_<=P"'\\EeANr_CR<.^.0"R'_=-=:I\ ..�_3 �� � i�A-yino�ilbe .d S. RaD ° S-E_F NON•FRCF=55 CNA- `!AN\ER SQA__ BE R =C=C -\C S_AL_'_= RE:;0\1= 3Y - 1 nlwwmwb any eaw DB_. __. DOJE_= PEA-= �. R _�` v --E CG91-RdCTCR AT YO EXTRA ;�- TC -•-= 0_\EE �a MEP Engineer: F� °`a""�""�°" ceNdnW br.b nepnrMh D¢ DaCR R.O. F.O.G.. CT=ET.T-I P,ap,Ybry bfteia Pn d ALI c. '�E CGN'f G"OR 5aGT.XE 4__ \EC=55AR- FR -ECA, 0\5 -0 =RC -'_C- wlkL7ro CaatW4CE WUH ALL EE°UAL aaucbbL Inc. Ver Pl eaent aJ.5aOJ- ¢� . - _ Eduardo Santana P.E. STATE A"OCOUNTY K"M��U''�� a°'"an°la°lfeT°"db Det DRW._R ROPER -Y. a.R\5-K$ G\D Ew.="'E\" \'-CSE G'�--A3.,..ERE LCR'(. 'S E ones. �,�,��� DJGS DRALhG6 5-+'G. 6 -=A'1 -VG SEM1G CONN. D. THE GC\-RL..r.-02 5-•A__ E <_S•^0\6 a_s =0R AM• :A"'.:G=$ docwneN.eonn B "I -AQ DCA= -0 EX 6 \-r Sf'4CES A\D E',.l' l P"E\- : '= -0 GO\� R.0"C\ O ERA- 0\5. 786.564.4040 cam•' S v 5 \GL= -J\G 6_a_.D¢ 6-n GLA56 DOOR I -h- d =_c^ =�C-R'Cd_ 5_=.C_G. 3_CP,nc° G='L'NG S. A._ 1,C2C FR=OR"ED ..VDER THS CC\ -RA.^,- 5 -GL_ CO"=_`• t - A__ Innw,ww.d Nws. plaint =_Ev. =_EVA•[G\ 6L. 60_iD CORE \A- CNA:. SATE 4\C LCCA_ CCDES GV RECJ_A''0\5 �Av \G- J,.R'SC C C\ opp k ybce W appoAeiy b w4 9 E�pl S=L. 5=_p5; A\D .11741 --E �.^.. RE"E\-5 .': --E U" _. .".'.�^'=A\=5 ..--C$E SERV{G=3 abo, nem Pdxbk-. _H.=XHA.5- 5=R=-. 5FR VG ='J\T 5HA- e_ JS�D. AL_ "O7=CAT;C\5 RG,^,,. FiEi 5- -=s= B-':;=5 $. X.A-L BE Thee* plm4 cw*" b ae .XP. J'. =xP4\6'ON JO"' SOFT. 6JJAR= =Ga' "4CE BY --E CO\'FAC-OR 'u' RO ACC_0\d_ C-GQ3=. wquYenlw,h 1 uadenbnd =x'. -eX'ERICR "NNdR 5`V'L•ET G N __ nW aaNme®cafwrb aw• Plait M be- TENPG_. -E-F=RED G_456 'a. AL_ rATEQ 4-5 F.RN'$.._O 4' -._X03 5 -= $-d__ B_ \_L FRE= =R01 PROJECT DATA: Ra." FACE 0' NA50\5Y TEM.-EX-JRc-D CEFFS_5, AND 5-=L_ B= S'CRED \ •-_ 5 T= -N 54- G `"G\\9@ AS •0 ' - F., Ndtnpocfan FCS. FACE x STJO -5. "E 3Z-AmoRC•e,^.-'_=M =R.7' D.,rGGE A'(--Tl.E =_ \'$. eenue aaw, cepa FV. F N 6- 7 1,G 'O\G.E AI.D G-ROa,F_ - .eh-hdhw FG, F \ 6- GRACE T03 -0= OF�. ;c eCNTRACTOR 5Hn_L .!'RF`• ELEe'F CAL E :J�=t'E\- 5�A_5. `!CL"AG=. Fa. F.W-PEACE TG. -DP CF G.JRe - Zoning: Flood Hazard: :1 °C"pkd F.R. F 9-- RATED T.O.L'.'JN. TOP G N45a\RY BOND BEAM CLRR_\T C --AR, VER 5- C-6, S. BE,R=_ CRCER\* .1NY E0. -EN". -••E ] occephdm b0fad F_�_ F_pe61. W. TSP. TOP c_4 = ARCM -EG' s EW NEER 5-A,._ ?_ \Oi FEc c= s\`- ;cvw_ crs a=_Fc� District: R-25 Single family FD. F_,^,aR DRp \ TO LET -A-ER HC_CER r r' r`- Not livable F_R F_GGR •C1\S. T.RA\ECM rOGEEDNG y1H TF -E = EC i..G_ L..<<. pp stpndu,: F•CCR-O'S-6 R. TREA7 = F_LGe F__ORESG T -YP. T"FSA_ B. a._ REG RE ET 5 =CF 1\'F 5'C\ Aiv B.Rc_4R S=C.R-Y 5- -- 3= 4 Historic home: dal. F-&FCOT,N3 6---T FOR'- F_RNK BY --E GO`•. j BODIES. S<3 4\i 1-=R=_COCR51-=R=_5.C- LCS<$ .T.C. J_FSS N07 --D CTF4-EFWSEdR= Q: -Gu REST O B--_-_ \-e.s'Ov A\D 3JRG-_4cc z55 -A\7 5-A_L BE CG=AB_= Not applicable G4 v. GaLvaV.q1=D _L. 'J.D=R..RI'-R5 L450CRA-Ger O= RES NG A =O.P RS= OF 300 -CD5 A==_=D 2 \ AN, "OVAB_= D'STIO\ Legal description: GA GAGE AVC 'N JAT14 T-= RE65"4\S= S-A\:�ARC3 SE- =CR'{ GL_ G-RDER -RL65 V. '¢ !EN -� Ram West 25 feet of Lot 4 &Ali of Lot 5, GRC. GRAD= '/.'.OSA. /EN"'o OJ'SICE AR a. T+ 5I- 5-4AL_ 3E MA\, -di\ED SL=4\ 1 =RE= OF -R45- AT A_L c3. Occupancy. A-3 '- GY�.3D. GTP6,." WARD I/Ew ',(Eq- SA_ A= -ER c _E'O\ C= --E L --,K 1,^'x STE $-A_- ____ ____- SL=Gv Miami Shores Section 1, Block 39 of v.;.i. vN'_ GO"=GB,ttGT. nu AVD =REE C= P_45 =R CC\SZ'E CR =.4 \- 5"=%.''<5 A__ Or,\5MR _'TIC\ _D� �_�_� Group R (Single family) Ba Breeze Miami Shores, according --. cr -GT, �=i^-1•' 1.' C. L'AL< \ G_c6=- :;=5R5 $uA-L BE HL,;;.E.^i aLA` AVD =__ 3.J1_c \s :J.: s.RRc.v i \:; AFf As Y 9 -B. - 9 BB 1'' 'JAS -ER ;gin_- 3E 5R -OT' S..E°�=. to the plat thereof, as recorded in ;OL_CLL CORE LG -AT_R CLD5E_ -- --- _R `R I 1.=: R 10. -1+E CCrTR 4CCR &--AL- , VZR -1- Com\ \65 CF DCCR5 AND L \DO'16. Book 10, Page 70 of the Public -S. ;CR ZCnTAL 6_::04 L, A. '��{ 4�- Classification of work: ...yam. JEL-ED -=5.4 Records of Miami -Dade County, -CC. Jwo_ T. --JS CONTRAC-CR 6�4_L \5'4_...d_L SCCR5 AND :L KDGJS eor-_ETE -M.\51 �"�AT C\ J/ i T- CAS 145. TRI" i.\D 5'__5 4\C -•-? R ;CRRE-6 1,1, ) \G F V s -_s. FBC 2010, 404.1 Scope. Level 2 alterations include Florida � DO. NT_ a'° Wi-0� the reconfiguration of space, the addition or ° LD. LLOCC 12. ---c5=_ DRHl:I\GS Arm es TR.."E\'$ �F CC\5--w, G\ 4VD R "AI\ '-_ g Interior renovation _AM. PEAS. LAM\A-ED ',.A= S 1.1.'LRO "' SOL_ =ROPERTY OF TE ARS -4 -_S-. 4\- Q==sO7�; :O\ C= -t-E 5AIc cFG_w5 elimination of any door or window, the /�t11 ,..0 _AU,D. _Atl\DR`• IT -1 THE _X=REs5=' d�=RCVG_ 1 TSE GRS--_^.- 5 =RC -'B'="'.. G01@sple•Srnith -4'' °''4iOR reconfiguration or extension of any system, or Project address: Residence _IN \, '' T"= SOVTRGCTCR d__ VER F- Al- zM=\$ o`'' ROC= $-.^.=ES installation of an additional equipment. LG. _CNG =RIOR -O 3=_GIN\.w 0= '.C- LCx Y Mv. LOWER - 358 NE 101st Street 358 NE 101st Sheet fG. T}-= CC,NTR X -CR S-A__ BE RFSFG.5 3_E =CR --RCl/ Miami Shores, NECESSARY TE' -,RSR- =OJ F. -1 =R 4.10=v4C -0 4=0`1=_ 5- TI•=_ X11< Florida Shores, Florida 33138 Florida 33138 INDEX OF DRAWINGS: 15. -..E CONTRAS -CR 5-A__ SOCED \4 - -_ -__ Scope: RA -_.N6 NV5=_F QEXQ 1 n ,sece55 -a1t5 ::\c -A7= K 4ee=_55 -o =: -.ox 5-E. _04D \G 4\c Mn EF A_5 6 -CRAG= 4REG5. a=C T _ � $.=O.I-E\- Gv c --ER oPEF cNS 1. Renovation of Kitchen; Folio number: ° A-0 CC2RPRC.EC- DA -A RE_ATED A\D 5.3 _C" TO - 'E .CRC M0!•yr•s*smEh �=_tc s F-"- P_4\5 2. New layout for renovated Master Bath & 11-3206-013-5280C.4,g rob 6. -ATC-,PA V. A RE=A e ."-_L � :,P=crED B" --_ cc+vsRJc"'O\. Project data M. E.' CRAy1NG5 \CLJCE2 AB RE=RED Walk -in -closet; PPGeneral A --IE ccr,TQCG'oR . S_BCC\-RGc-OR5 5-w_ No- -Ac A.\" S -4\1-E6 3. New Powder Room; notes -•-E COASiR.ST O\ DOCa E\-5 .. --GIT _R ' \ AF-RC/AL ;R.^." ----= ARCHITECT ,,ISR ENG.\EER --E SOVRAO-OR . 5.5 ITR cTcRS 5 -AL- =1D . BUIo a5 FEQ 4. Relocation of washer & dryer to Laundry Room; -E AP=FOVFD CO\$ -RUC- ON Dx. =NT5. 'B. '-z- CON'FAe-CF + SL'3CG\'RGG-ORS -4- :- '_D \s rG _R 4_5 =CR TF 5 5. Replacement (2) doors with impact assemblies - PRC.EC- JITf E=='C E\C' TO =REVS\- E Gv6D -L= ^GU ^.L "0\O= N=_CLE55 LAS -E A5 A E.=S,.,-T C= _AC< OF CAR? \ C. -T \!. 5- F Ys. $A\D K;a. 1 ,t\Y 0 SEE COvSTR S 'CN M='nCD c . _OY=C. A-0 • •• • • ••, ! r • • • ElDSI 10 � . iii • •' • • • - _ _ FPL IIEIER GSCpIt•CiJ 4 TO REYAW J - OOi f! • • • i i i • I ...■........ .uu•.......• ■■■•■■•� RESTATE I . r -STAT As ___ • pE0111E0 � • - i ___ . • I .. ______ ] • ______ =iuni■..u..u•u u■ouuuu•u•uu.u. --- PI - -- 2af 2 - 2 }' ------ ■ ■ .u..•■•771 ..uuu■••.....uu■••.u•.tnu..u...•.■....u•■•..■...•...•.•u•■.•.■/ I PROJECT AREA ' KEY NUMB-] S: O T CHWWS UNDER 711S PROJECT LWSS OTMWISE O T p EA�ELECTRICILL WSTALLATION TO BE NOCiED _ BY THIS PRW:AT REFER TO PACPOSED ELECTRICAL FLOOR PLAN. ® WA CRG➢TS TLECTRICAL O AALLATION 9" & O9RYEi AREFFRIXWT O 4f PROPOSED ELECT. FLOOR PIAN. I' ELECTRICAL DEMOLITION FLOOR PLAN SCALE: 1/4' = 1'-0' • - -- • 0 r • 3EDROOIL 3 . � � ••• i• i•i ii i,• • IST - .. _�` .-- i 0•, • - L METER E0 .. ._ • • • • . _ AND YABI / •i it ii iii r /r 10 O • • • iii ii GABA lE 10 (KT. --' .uu•Au• •uuu..... •..•• ..u6 ST:R�WC T _ F- DEH SEE �A� -iW PANEL.FOR ARC ION __ PE ________-_-____ : ____ A16 Z-9 _ 4 /( Nm OUIOOOR TOA. 150 ALP D/i IPL SEHIICE c Low. iS3 AA SFRVCC •1*1 .. K10 LOAD CALCIAATIONS ISO IAP NE4M LW a 3 WI WFT: 2064 SOFT K 3. 6252101 to ADP FEIMER) AC CMTW 9AACE: WW VA LM NS: ujwo0. T SMNL KHYNCE3i 3 2 '500- 45M 171 no W00E D5P05A.: 9DD W LDWTCN' ,xc'i IM -0 CD%- 1 200 AMP DIS*** R 1500 W CM c( LOADD63;oCN PCS 7P S K CQ'AF 1F7 v my FFL SPRNPW 2400 W E m. NO MO A`Oi9MIMS 1 IJ• METER DRYM 55M W PME C 4001 SA 0 W } O MIER WATER, 4500 W DO LOAD: 3200 W A BS: I $MB C 4KC ! t)3 150 SUBTOTAL: 36152 W 3210; ZP YVI M. S t- EWM G& ML LOAD TOM B KIA AT 1007, 6000 VA EtSl O(W. C.B. • C 9tE KktkW4 LM Al 405, (36152-6770) X 0,1. 11261 W 1 --F 0- Fail. UMI Q*AJML LOAD 'S BST DINT EASE. HIPJW LWD: 1176 W •2 2 F SVALLAFW.IM 0 13, MTMGWfM-L0A0 (I) GWG COMM UY& 6180 * (NOV-WXCUm" 3RT C .11 C ".1 DEC ZOCRLEVEL OEIYAD !OY% 8000 + 11261 + 11176= 7437 W 125 AW 0 24(V, IPF. :1 •2- FASTNOGD.BMLLOAO 20 MT DIM, MST SE1110E Mon 150 AMP. c •.0 12 2_ 4 i9RG5MTCR 11 •F-- :a PINT It ZWAt PMPT/Pr..1 DOST. SUM FEEI)n 150 AMP. 95' ' EM. C :SGC �1005L� 12 .. •. 9tH^m-R00m;6m" 1'. —F 15 -SL R -1 SC 6 G. RODS tO EXIST. RISER DIAGRAM N.T.S. i LAUNDRY 1u■i�Pii. .00uuad•.......u■.... A7O Gn • yrl� -AT — • _- 1 0419 KITCHEN -- • `r'� I l�A-�11--yi•�42a 47 tt' ^A1/�: 42` -AFF .. -_ _ ...._. TE TO CKT Aj— SEE NOTE #3 N PANEL 9GEDUEE FOR ARC Ili ET - - PROTEC70V REG � rAq�1'L 1 O' \ �J 1 WAS\CY PROJECT AREA O ............ i BEDROOM 2 E b� LOCAMM TO BE CKT. A& .•, COOR06NAlED SEE NOTE j3 N PANEL ■ WITH OMIIFR d O SCHEDULE FOR _ ARCHTECT/ \ ARC FAIAT PROTECTION REOURD4INTS $E,. _ PROPOSED POWER FLOOR PLAN SCALE: 1/4" = 1'-0' BATMROOHFIECEP7M0.EDN2DAMP ca AFDVi m"Ill IEp +LTD SMIDM MIN WONOM DETECTORS. AWAPO ALLCLOTRAAD RUEIIER IVIIIATED CONDUCTORS TO SE REPLUM 2FEETWIM0I •ROTECIEDREC ME. FTTGAYRETE rIMLEUNDERSS1K ALLFDIEDAPPLAKESCIDEWMan- �-h L:AVZPFW LwTiNuPANEL whew iS3 AA SFRVCC •1*1 .. K10 WARAL. to ADP '0.rAGE•"W,N]V AC CMTW 1CAA 52777.1 -OSE LM NS: ujwo0. T rOTNG RF�N.VA_L U LDWTCN' ,xc'i IM -0 CD%- 1 V -E -1J1 POL3 LCA00590PrCN CM c( LOADD63;oCN PCS 7P S K CQ'AF 1F7 v my LCA:VA LOAJJ 67' A%V Z;13412m NO MO A`Oi9MIMS AL4 SIE LWD'IA LCAOVA C 4001 SA 0 W } mM •1 -f— x- our A,C c0`OLK 2 b BS: BET $MB C 4KC ! t)3 -S . -h - ;N0\CCVOLF4BRLCADI 3210; • C 91'5 M. S t- EWM G& ML LOAD 0 — 0- MIND DEN 300Y11AAD •5 EtSl O(W. C� t • C 9tE BF. 'S t- FYt'NG G94IMl LOAD 1 --F 0- Fail. UMI Q*AJML LOAD 'S BST DINT C l5a C 1.1 •2 2 F SVALLAFW.IM 0 13, MTMGWfM-L0A0 xB DIST 3RT C .11 C ".1 '2 Z. 1- SVALIA-AN= :1 •2- FASTNOGD.BMLLOAO 20 MT DIM, C c •.0 12 2_ 4 i9RG5MTCR 11 •F-- :a PINT It ZWAt PMPT/Pr..1 20 95' ' EM. C :SGC • C 'R 12 .. •. 9tH^m-R00m;6m" 1'. —F 15 -SL R -1 SC 17 tO OI t50G 0K •D Ix .. 2• OARIAGIDSFOFAL -17 •— 1} BSTltl MTER 9t 2 30 V$i. B6' 2.'30; •roc n 1r Dt■vws�+ •4 —. » 7730 •7M BST Dag• MT. 2. MT. SIRNAER RAP 2• —• 22- "TW LOAD x 33 Mr GUS. '2a 23 --F 24 lox 10]: :SCC .. 1] 30 2• BNT.LR'ER 7 -F— m DINT Ac AV- fCLEAU{T -2 6C 7S MT 1309! lYC 13G•]] --h 2/ jlQ K FAV•10 Kill -PI 3590 • 'R V :) - 0US/M6 SiBiMLOAON lxF— i ,-.STNS DBSM__OAO 1 20 IXST DET 0 FOM BB IIOAAPFII%" =3FRCM DUST •50AWFFL VANDSOY.•E� PtWR14S ;R'_C[^SWNTtW MLr CFiB3 FRC11AiAl J9E. 301�MV3 CPWFpgUICIOpr AT-•El9O:T rlt l]9 2 A9T3.Si(DBCT3 =afRALLWDA-7V460F' 3.WOVIXAPCFAI LORD—wtNTCCPv-SSEMN TEV ST BFOROONMNGASLENAS-"MBT4EC2'6.•ZB)LICOFV8187140WRN4AST. F, - 'o Pu=4 P.E., LEED • Al 00MV C 961MEO =is- LIECIIKAL 570 S W. 15'. P� IIGmi, FlGFSdG 331 Iss-xw3 ra []mY�-Lm .o Interlor renovation Gillespie -Smith Residence 358 NE 101st Street Miami Shores, Florida 33138 AICAL FLOOR PLANS] DIAGRAM. CALCULATION AND SCHEDULE. E-2 SHEET 2 OF 2 see • • • • • • • • • • • 00 *0 • 00 • ; • • • • • •• • • • •• ••• • • • •• • • • ••• ••• • • • • • • • • • • • • • • • • • • • ••• • • - ••• 000 00 • • 900 • • • • • •17 - • • • • • • • ''L'Cls _I BEDROOM 3 l BEDROOM 3 UvNG 3!r H C.V E -' GLO• — _- GARAGE ( T MAS''_ S -ACX E 3'vra L GARAGE M1A>�As W.Ca`E w Z I I f.N:CC AT BASE VEAL ecx I I q/L`I A/C -i — } ACCT. S'r PT Q?AT BAS: I �F- _ — j -0 0. Sol 13dqt.-E a �� '•L'3' A;z GA --1 iu^sj, A � \ L I I I f � _ � I w� - E+.N 1115-. ESC-7CALWABi -____ r 1 .1 .— •�,Q J Cx �J I d I GLO• I i LAJSDRY ItAT--� �w�. e.� uc:3. �0 1 LAIA�DR7 +i; L_ ��-------,r'- � f7 fir. NAtt' V/ �okl \ , - i -----y-\ r-\ � !'l /'�,---- _pC<,-�++A•5-e � ;rAcc=:'� - I i �L--=-\--------� III --------------- FJI+-� I BEDROOM W.IG• ate. I LCITCNEN BEDROOM Y S. z u a DMING 3 st6.TT-?J 3we,�r 5> J 21Mllt QEVCe= 5X•=. CA E M PP CPQ �P 7� 1 !1 • 1 LT Jt I/hVA,1 FQ7 M.'ltE �ENSF'K i I , W 'T - ?\ • f I I �' ATD ?S+V45.8 CC1V•ECTgh . -• E• T - r416 T `L7 CR'! -+;J I ' SEN S-.. 3wa) °I FJ -4 I E10..i rsL'Y�'_I^r'1. , iE7o5 ----- ------ 1 1 ------------------------- ------ - ------- 0 ------ _.---- O -!4,__---i f •�: �1K8• F.. --L .-I -� O ->P1 - �� __ C) CL I • I 1 I ?1 AT BASFNrNCO ^CS D.003_TAM J LI 1 _ ,n: M -C A- BASE IT \ i '�_ I i �. Awa•IF'�t. 1 1 } E7�i". r crs-awAr f 0,15-.4-5 WE -WJ `1 _ R FAMILY I -*tXST. SL -T C TA.W ABLER FAMILY BEDROOM i wAI�FL.J eEDROOM I� i. I ROOM 1CON'ZACTCe t-11- LOCATION AT SPE1 1 I^ 1 I 1 1 1 *A'ER 4E73! SC/ FFCv"F CA -OV i I T I 'T DOMESTIC WATER FLOOR PLAN / DCAL_ v.', r -V 4 a �� DCA_E 't4'.' f• SANITARY FLOOR PLAN f 1 4 6 SCALE VA'. 1'• f. OF FE . ,t tij •:gyp . dJ, V'; •yy T d � Em SLo sarrtatu, PP. LEEP PAP OAEULTM E?rsREEN `4an1, Ftor'da 3IM3 Fvlo 1186.664-4~ Fe. t3007J•D-Daft Interior renovatlon Gilesoe•Smith Residence 358 NE 101 st Street Miami Shores, Florida 33138 DOMESTIC WATER SANITARY FLOOR PIAN PL -2.0 2OF2 . ... . . ... % .. . . . % .. . 7ALLATE AllState Engineering & Testin4 bbr safte ts, ,k7c. RING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES ... . . . . .. . . .. . . . . . . . . . .. March 10 2015 ' ' ' ' Mr. Scott Smith . ......... . 358 N E 101 st Street. .. .. . ....... Miami Shores, FL 33138 RE: Smith — Gillespie Residence 358 NE 101St Street. Miami Shores, FL 33138 To whom it may concern, i This letter presents the results of All State Engineering & Testing Consultants, Inc. (ASETC) Geotechnical Engineering Study for the above referenced project. The purpose of the geotechnical engineering study was to evaluate the site subsurface conditions and provide foundation recommendations for the project. Project Description Our understanding of the site is based on our observations during our subsurface investigation. Information you provided to us indicates the project consists of the construction of an Addition. Test Method and Subsurface Investigation The borings were conducted in accordance with procedures outlined for Standard Penetration Test and split spoon sampling of soils by ASTM Method D-1586. Two (2) feet long, two (2) inches O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time (continuous method) then extracted for visual examination and classification of the soil samples. The number of blows requirsd for one (1) foot penetration of the sample is designated as "N" (known as the standard Penetration Resistance Value). The N Value provides an indication of the relative density of non- cohesive soils and the consistency of cohesive soils. A general evaluation of soils is made from the established correlation between "Nff and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. The subsurface investigation consisted of performing one (1), 30 -ft deep Standard Penetration Test (SPT) borings (B-1). The borings were performed on March 9, 2015. 0) to Cz a ALL $TATE fNGIRffRIRL 9600 NW 79th Avenue, Hialeah Gardens, Florida 33016 / Phone: 305-888-3373 Fax: 305-888-7443 0 *1... . ... .. . . . .. .. . :0 . . . . . . . . . •r . . • • • . ....... .... Based on the information obtained from the SPT borings, Boring B-1 comprised of Backfill —Brown medium sand with some rocks from 0'-0" to 2'-0" with N value 16, Tan medium beach sand witb shells frora 2'-0: to 4'-6" with N value 11, Grey medium sandy silt with shells with N values bAgoro from Z to fT pari Ynedivin beach sand with shells from 8'-0" to 13'-6" with N values ranging from 2; Jo 29,•Grey.6ctiufn beau Sand with shells from 13'-6" to 19'-0" with N values ranging from 29 to 47, Tan medium lime sand with some rocks from 19'-0" to 23'-0" with N values ranging from 47 to 68, and Tan cemented Ume.sarld ancl-4mesione from 23'-0" to 30'-0" with N values ranging from 68 to 127. . ......... . •1....• • • • • •.• •• Detailed subsurface information is provided in the attached SPT Soil Boring Reports. Groundwater Conditions The groundwater table was first encountered approximately 4'-0" below the existing ground surface during the performance of the borings, The groundwater elevation is expected to change with seasonal and tidal fluctuations, and during storm/hurricane events. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. Site Preparation Procedures ;, The site preparation work is expected to include site clearing, subgrade leveling and proofrolling, and the placement and compaction of fill and backfill material. The site clearing should be performed in all the areas of proposed foundation construction and support of on -grade site features. Site clearing should encompass removing all unsuitable materials such as topsoil, organics, trash, and any other deleterious materials. Upon clearing, proofrolling of the areas of proposed construction or support of on -grade features should be performed. Any soft area observed during proofrolling should be removed and replaced with approved fill material. Excavate entire building area plus 5'-0" outside the perimeter of construction and remove all unsuitable subsurface material to the necessary depth. We anticipate an average excavation depth of approximately 1'-0" below the proposed footings. Any fill and backfill materials should be placed in lifts which do not exceed twelve (12) inches. The fill and backfill materials are to be compacted to field dry densities of not less than 95% of their Maximum Dry Density as determined by the Modified Proctor Compaction Test (ASTM D-1557). The fill and backfill materials should consist of inorganic granular soils, free from deleterious materials, and should be pre - approved by our firm. The footing and slab subgrades should be compacted to field dry densities of not less than 95% of their Maximum Dry Density as determined by the Modified Proctor Compaction Test (ASTM D-1557). Foundation Evaluation and Recommendations Based on the proposed construction, our evaluation of the site subsurface conditions, the Site Preparation Procedures given above having been achieved and verified, we confirm that spread footings and single column pads may be appropriately designed for a safe soil bearing capacity of 2500 Ib/ft2. A monolithic slab foundation may also be adopted. N a ALL STATE fNGM[FXI� 9600 NW 791h Avenue, Hialeah Gardens, Florida 33016 / Phone: 305-888-3373 Fax: 305-888-7443 %. ... .. . . ... .. . . %.. . . . . . .:. . . . . . ...::. : 0:. Limitations 0 . . ... Regardless of the thoroughness of our geotechnical exploration there is IIv�a�s•A poss�biliy� at condi�ie;s on the subject project may be different from those at the test location;.. Therefore,: should ar6j:subs6il conditions different from those reported in our boring logs be encountered during construction, All State Engineering and Testing Consultants, Inc. should be notified immediately. .... .. ... .. . ......... . The conclusions provided by All State Engineering & Testing Consultants,,.ITiG Are bts0d:sdlelyoethe information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to you. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely, Giibe varrete PE # 51371 is a Engineering & Testing. Consultants, Inc. 3.*2- K ATTACHMENT 1.0 — BORING LOG ATTACHMENT 2.0 — BORING LOCATION MAP CZ In. ALL STATE EH4IREERIR4 9600 NW 79th Avenue, Hialeah Gardens, Florida 33016 / Phone: 305-888-3373 Fax: 305-888-7443 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . • . . . . . . . . . . . . ... . ... . .. . . . .. ... .. . ......... . . .. . . . . . . . .. . . . . . ... .. ATTACHMENT 1.0 - BORING LOG . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •••. ALL STATE All State Engineering & Testing Consultsirtls; InE. •�• ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTtL SERVICES 9600 NW 79th Ave, Hialeah Gardens, Florida 33016 / Phone: 305-888-3371 Fax: 3Q5-838-7443 • • • 009 • • • • • • • • • • • • • • • • • • • •• SPT SOIL BORING REPORT:::: . • ••• • ••• • CLIENT: Scott Smith _ Page: 1 of 1 CLIENT ADDRESS: 358 NE 101st Street. Miami Shores, FL 33138 •• • • •• •t PROJECT: Smith -Gillespie Residence •• ;•; Qri4gIt:; B•1 PROJECT ADDRESS: 358 NE 101 st Street. Miami Shores, FL 33138 ..' : : e: 2/B 15 BORING LOCATION: Northwest side of existing house Driller: AG DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammer blows on sampler "N" Value 1 0'-0" to 2'-0" Backfill. Brown medium sand with some rocks 0'-2' 8 7 ................. _.................... 9 9 16 2 3 2'-0" to 4'-6" Tan medium beach sand with shells i 2'-4' 76 .................4.................... 5 4 11 q 5 _ _ 4'-6" to 8'-0" Grey medium sandy silt with shells 4'-6' 3 4 ..................... 4 6 8 6 72 6'-8' 3 ...................................... 3 6 6 8 9 8'-0" to 13'-6" Tan medium beach sand with shells 8'-10' 710 .................,.................... 11 12 21 10 11 10'-12' 1312 ................. -.................... 12 15 24 12 1317 12'-14' 6......,..1111 .............. 12 13 29 14 13'-6" to 19'-0" Grey medium beach sand with shells 15 14'-16' 18 17 16 19 33 16 17'• 16'-'t 8' ........6......,.........5........ 14 21 29 1 g 19 18'-20' 2226 ................. , .................... 21 28 47 20 19'-0" to 23'-0" Tan medium lime sand with some rocks 21 2C,'-',2' - ......23...... .................... 28 31 57 22 23 2T-24' ......33 .............36........ 32 41 68 24 23'-0" to 30'-0" Tan cemented lime sand and limestone 1 25 24'-26' ......43......,.......:46........ 48 46 94 26 27 26'-28' ......49...... ,.......4.......... 43 41 90 28 29 1 28'-30' 56..............66........ 61 60 127 30 31 End of Boring @ 30'-0" _ a....................� 32 WATER TABLE: 4'-0" below surface WaAAA Respectfully Submi ed: l Gilberto Gavarrete 1 All State Engineering & Testing Consultants, Inc. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and autho�ttat:on for pubiicaf?on of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. ATTACHMENT 2.0 - BORING LOCATION MAP • • • • • • • • • • • • • • • • • • • • • • • • a�� sTaTE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMISTS-DRILLING-0NtiV1Ldb IRCNMTAL•SJRVhCE% :•• 9600 NW 79th Avenue, Hialeah Gardens, Florida 33016/ Phone: 305-888933f3fa* 305-888-7.14: • • • • ••• • ••• • N 1 • • • • • • • • • • • Boring Location Map •.• :: •.• :::....• 358 NE 101St Street. Miami Shores, FL Legend OBoring Location 11 Property Boundary Sky.Rock..Engineering, Inc www.sKyrocKeng.com ANSWER TO BUILDING DEPARTMENT STRUCTURAL COMMENTS FOR PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 N Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com %_v- 9999 •9999• 9999.. SMITH-GILLESPIE RESIDENCE- .. ' ' • 00 REAR ADDITION " ' :*090: 999900 9999.. • 000000 9999.. AT999999999 ..�..� . 99999 :.. 900%9 358 NE 101ST STREET L." •• � 9999.. 9999.. MIAMI SHORES, FLORIDA 33138• .. •�,.. 9999 9999.. PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 N Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com %_v- ANSWER TO STRUCTURAL COMMENTS 1. Please, code references have been updated. See sheet S-6. 2. Please, find attached special inspection form. 3. Please, see attached calculations for hurricane straps. 4. Please, see attached product approval copy for hurricane straps. . . .... ...... ...... ... ...... .••. . :006:0 . • • • • • • 00 •••••• • • • • • • • 0000 ••• • • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) '195.2204 Fax: (305) 756.8972 Date: =T-Iy -- i S' Permit No: f C t S- ice i3 Structural Critique — Syed Ashraf �C��I� ,r - Vit,. C !M eggs �+v`-L�? •W� 1 y .j • 000000 • • • • • • • • • 0000•• eggs • 00000• •• • pp •• •• r •• • 0000•• Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Ate Vit,. C !M eggs �+v`-L�? •W� 1 y .j • 000000 • • • • • • • • • 0000•• eggs • 00000• •• • pp •• •• r •• • 0000•• Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building Code at the 358 NE 101ST STREET, MIAMI SHORES, FLORIDA project on the below listed structures as of 8-15-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC15-1723 • • • . '0000' ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) • • • ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.� ? • • SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) . ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) • • • • • • • ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) • • • • • • ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12(R4405.9.12) • • • • •' : ""' ❑ SPECIAL INSPECTOR FOR • • • • • • .• .• • . . •• • Note: Only the marked boxes apply. 000000 • The following individual(s) employed by this firm or me are authorized representatives to performinsrec:ion * . 1, Aimee Rodriguez 2.• • "' 0 • • • •• • • •.• 3. 4.• *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and d Engineer/Architect Name AIMEE RODRIGUEZ INTI Address 12413 SW 220 STREET, MIAMI, FL. 33170 DATE: 8-15115 Phone No. 786285.7157 Created on 6/10/2009 0000.. • 0000.. 0000•• 0000 0000. 0000.• 0000.. 0000•• SkyRockkElne nering, Inc CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305. 258 3345 JOB: S"? ! i SHEET No.: CALCULATED BY: 41, X 37, CI - -�4— ti V %)- �� s�, N� •OF DATE: ...... . .. . .. .. .. . ...... P -S 4,5 7, % ���Dls`T c 12 Ga f- G�.e Gvr�i� C s .-x '� ®SkyRock,Engineerin_ , Inc JOB:,�����`�1f�� CA No. 29652 www.skyrockeng.com SHEET No.: OF /O EMAIL: aimee@skyrockeng.com CALCULATED BY: fd DATE: Phone: 786 285 7157 Fax: 305. 258 3345 7,33 71 Ps F .1 "A c 7'5 3� Z .•. 0000 0000:. ...... © �� • • . 5 (5, 0000.. 00:00 • 0000 ... 0000.. 0000.. • . . . 000000 000.0. 1�& Y3 SkyRock6Eng eer� inc , Inc JOB: ;A 6; f% V, -,f -e CA No. 29652 www.skymckeng.com SHEET No.: 7 OF �8 EMAIL: aimee@skyrodceng.com CALCULATED BY:Z/S C DATE: Phone: 786 285 7157 Fax: 305.258 3345 1 3 Ps IPS, r- 2-) z,,8lisF d '75,7 - il�3 cazu), a"/ _ /08� 3# 1 V-7, y 5a)7ASon ...� . .. . 41 .... . ..... . • ... • 3# 1 V-7, y 5a)7ASon ..;. -•n ��, SCIS Home ( Login I UW Registration Mot Topics I SubmitSurcharge Busines,w't Product Approval �Mcser ,3eqL la6on Product Approval Menu > Product or Application Search > Application Lift = 1 Search Criteria rage I of I stats & Facts ' Publications I FBC start { Bos site Map i unks search I Refine Search Code Version 2014 FL# 11473.5 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Category: Structural Components • Search Ree..tta _ A...di. &-- a • • • FL# TVDI, Manuf"turer Yalidated By LIg • • • FL11473-R3 Revision Simpson Strong -Tie Co. Joseph A Reed, PE Approv2tl 9:406 H!story FL#: FL11473.5 (717) 764-7700 • • • • • Model: HGAM10, HM9 • • Description: Masonry retrofit connector • 0000 000000 Category: Structural Components • a • • • Subcategory: Wood Connectors •sae•• • sees rpprvvea by Dorn. npprovais by Dom snarl be reviewed and ratified by the POC and/or the Commission if nlOe558ry. .000 ••a • as • http://www.floridabuilding.org/vr/pr app lst.asnx Riiai)nI s •••• *ease* so• • • • • 00 • • • ••••% • • 00 000000 • • • :000:0 •sae•• • • • :*so*: • a • Riiai)nI s Jax Apex Technology, Inc. FBPE CA NO. 7547 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224/ 904/821-5200 Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as • • • • • • defined in Florida Rule 61G-30.002, authorized to sell the engineering services peoforgftd by • • • • • • • • • • Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved dJalu9tion ejtitx.• • •' Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has perfbTAW • • • • • • • • calculations or testing for the products listed in this report. This evaluation is basdd Wely upon tht review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calcule!i6A§,submi:W0.;. • • • • by the manufacturer. 00:0 • The capacities listed in this report are based on the limiting capacities as determined from the " "• • • • substantiating data. We reviewed the substantiating data to a degree that alloweJ NGdetermind . whether or not the work performed is consistent with the intended use of the product, and thatettie.:. methods used are in compliance with, or meet the intent of, the Florida Building Ogge. All test .... reports were prepared by an approved testing laboratory. • REPORT NO.: SIM200802 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 9B-72.110. 2. PRODUCT NAME Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Page 1 of 13 Simpson Strong -Tie Embedded Truss Anchors META12, META14, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETAL16, HETAL20, HHETA12, HHETA16, HHETA20, HHETA24, HHETA40, LTA1, DETAL Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns FGTR, FGTRE, FGTRHL, FGTRHR Wood to Masonry Hangers LGUM26-2, LGUM28-2, LGUM210-2, LGUM26-3, LGUM28-3, LGUM210-3, LGUM26-4, LGUM28-4, LGUM210-4, LGUM46, LGUM48, LGUM410, HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code, Building. 4. DESCRIPTION: ... . 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. Thp MTfM16 aNd•. MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrgte , P. walls. The MTSM fastens to the wood member with 10d common nail&' bbfffastensto• the wall with either %x2%" Titen Masonry Screws for a masonry wall, 61'111%" Titen • Masonry Screws for a concrete wall. These connectors are manufactured Trom 16...:. gauge steel meeting ASTM A653 SS Grade 33. The galvanized coatip9.iomplies with the G90 requirements of ASTM A653. Twist strap fastener schedules,, p4rnensions and • allowable loads are shown in Table 1. See Figure 1 for additional detaiL%pttWist straps for masonry. : ' : . 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. ThLldYSM16 aad... HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concr @* walls. The HTSM fastens to the wood member with 10d common nails, and fastens to the wall with either'/ 4X2'/4" Titen Masonry Screws for a masonry wall, or %x1%" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 50, Class 1. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson % X 1'/z" SDS screws (provided with the part), and fastens to the wall with either %x2%" Titen Masonry Screws for a masonry wall, or %xl%" Titen Masonry Screws for a concrete wall. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson % X 1 %" SDS screws (provided with the part), and fastens to the wall with %x2%" Titen Masonry Screws. Allowable loads are shown in Table 2. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle Page 2 of 13 Simpson Strong -Tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details of the HGAM10. 4.5 META, HETA, HETAL, HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member (usually a truss) to a masonry or concrete wall. Embedded truss anchors fasten to a single -ply wood truss with 10dx1 % nails or to a multiple -ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor (4" for META, HETA, and HETAL, and 51/16" for HETAL). The strap portion of the anchor is 1'/a" wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTM A653 SS Grade 33. Steel thickness is as specified in Table 9. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 4 and 6 for additional details of single and double embedded truss anchors. 4.6 LTA1 Lateral Truss Anchor. The LTA1 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA1 fastens to the wood member with 10dx 1'/z" common nails and has legs which are embedded into the w3jl s tem. • • •' • Allowable loads are shown in Table 2. The LTA1 is manufactured fror%18 huge steel. meeting ASTM A653 SS Grade 33. The galvanized coating complies Mh toe G9%, • • • requirements of ASTM A653. Truss anchor fastener schedule, dimensinr>"s.and allowable loads are shown in Table 2. See Figure 5 for additional details•ef6the LTA1. 0000 . • 0 .0906. 4.7 DETAL20 Double Embedded Truss Anchor. The DETAL is a high capacity, • • • connector used to anchor single -ply wood trusses or rafters to masonry of Concrete • • • • walls. The DETAL fastens to the wood members with 10dx1'/2" nails.: TW.are • embedded in the masonry or concrete wall to a depth of 4% inches. The snap posticv:, of the anchor is 11/8" wide. The strap anchors are manufactured from steermeeting ASTM A653 SS Grade 50, Class 1, and the truss seat is manufactured from steels • meeting ASTM A653 SS Grade 33. The strap anchors are 16 ga. steel and the seal is 18 ga. steel. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 3. See Figure 6 for additional details of the DETAL. 4.8 MSTAM, MSTCM Wood to Masonry Strap Tie. The MSTAM and MSTCM Strap Tie models are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM Straps are 1%" wide for use on 1'/z" and larger members. They are installed with 10d common nails to the wood and either %x2%" Titen Masonry Screws to masonry, or %x1g/" Titen Masonry Screws to concrete. The MSTCM Strap is 3" wide for use on doubled 2 -by or single 4 -by and larger members. They are installed with 16d sinker nails to the wood and either %x2%" Titen Masonry Screws to masonry, or %xl%" Titen Masonry Screws to concrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness as specified in Table 4. The galvanized coating complies with the G90 requirements of ASTM A653. Masonry strap fastener schedule, dimensions and allowable loads are shown in Table 4. See Figure 7 for additional details of wood to masonry straps. 4.9 FGTR, FGTRE, FGTRHL, FGTRHR Face Mount Girder Tie Down. The FGTR is a non -pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The Page 3 of 13 Simpson Strong -Tie 0000.. 0000.. 0000.. 0000 0000. ,0000. 0000.. 999,6• FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens to the truss with Simpson Strong -Tie SDS%" wood screws, and fastens to the masonry or concrete wall with Simpson Strong -Tie %" diameter Titen HD fasteners, which are supplied with the connector. The FGTRE uses a strap that is oriented with its flat dimension parallel to the truss for placement at the end of walls when the truss is parallel to the wall. The FGTRHL and FGTRHR are designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A- 1011 Grade 33 steel having Fy=33ksi and Fu=52ksi and the plates are made from 3 gauge ASTM A-1011 Grade 33 steel having Fy=33ksi and Fu=52ksi. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGUM, HGUM Masonry Girder Hangers. LGUM and HGUM girder hangers are high capacity joist hangers that are used to connect wood girders and beams to masonry or concrete walls. The LGUM and HGUM use Simpson Strong -Tie Titen HD anchors to attach to the masonry or concrete wall, and Strong -Drive Screws (which are provided) to attach the beam to the hanger. To install the Titen HD anchors, drill holes. of the same diameter as the anchor into the masonry or concrete. Holes should bL:%.' deeper than the specified Titen HD length. The SDS screws are instatled•best with-& . low-speed'/2" drill and a'/" hex head driver. Predrilling holes for SDsserNs is not required. The LGUM is manufactured from galvanized steel complying?"tMASTM A • 653 SS Grade 40 with minimum yield and tensile strengths of 40 and 55•It 275 $9d.:. 379 MPa), respectively. The HGUM is manufactured from galvanized srteel complying with ASTM A 653 SS Grade 33 with minimum yield and tensile strengW;61t3 and 14% % ksi (228 and 310 MPa), respectively. The galvanized coating complie4y;fthe G90 • requirements of ASTM A 653. The steel thicknesses are 0.099" (2.51 Inrr) fpr they • LGUM, and 0.173" (4.39 mm) for the HGUM. Girder hanger fastener schequle, ; • • • • • dimensions and allowable loads are shown in Table 6. See Figure 9 for.9dditional. details of masonry girder hangers. '..' 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued -laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tablesl through 6. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir -Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce - Pine -Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp)y with ASTM F 1667 and shall have the minimum bending yield strengths Fyb: Common Nail Pennyweight(inch)Fyn Nail Shank Diameter (psi) 10d 0.148 90,000 16d sinker 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure -preservative treated wood shall be hot -dipped zinc coated galvanized steel with coating weights in accordance with ASTM Al 53. Fasteners for stainless steel connectors shall be stainless steel. Page 4 of 13 Simpson Strong -Tie 5,4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete, f - 2500 psi Masonry, fm ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 psi or by proportions) Grout ASTM C476 2000 psi or by proportions) 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supercedes any conflicting information between information provided in this report and the catalogue. 0.00 7. SUBSTANTIATING DATA • Test data submitted by Testing Engineers Inc. and Product Testing, ln�:aigd signdo,•,• and sealed calculations performed by Jeremy Gilstrap, P.E., and Samuelhansen, P.E., performed in accordance with the 2007 Florida and Residential Baiwifiv Codes. • o • •00• Product Test Number Date Tft d• • • • • MTSM 8845, H756 2/27/90,12/6/00 • • 0 • • • • HTSM 02-3667 1/30/02 :":'; • HM9 Uplift 02-3793 5/15/02 ;.. • HM9 F1 Direction 02-3793 5/15/02 • ' HM9 F2 Direction 02-3793 5/15/02 HGAM10 Uplift 02-3884 7/29/02 HGAM10 F1 Direction H046 3/25/99 HGAM10 F2 Direction H141 6/22/99 META Uplift 02-3674, 02-3802, 02-3861,04-4675 6/4/02, 6/8/02, 7/24/02, 2/8/04 META F1 02-3674, 02-3802 6/4/02, 6/8/02 META F2 02-3674, 02-3802, 02-3861 6/4/02, 6/8/02, 7/24/02 HETA Uplift 02-3803, 02-3862, 04-4676 6/10/02, 7/26/02, 2/8/04 HETA F1 02-3803 6/10/02 HETA F2 02-3803, 02-3862 6/10/02, 7/26/02, HHETA Uplift 02-3676, 02-3863, 04-4674 6/4/02, 7/29/02, 2/7/04 HHETA F 1 02-3676 6/4/02 HHETA F2 02-3676, 02-3863 6/4/02, 7/29/02 HETAL Uplift 02-3803, 02-3862, 04-4676 6/10/02, 7/26/02, 2/8/04 HETAL F1 D793 3/17/94 Page 5 of 13 Simpson Strong -Tie Product Test Number Date Tested HETAL F2 D844 3/28/94 DETAL Uplift 0797 3/28/08 DETAL F1 0795, 0799 5/12/08, 3/27/08 DETAL F2 0796, 0798 6/05/08, 3/28/08 LTA1 Uplift 02-3616 2/13/02 LTA1 F1 02-3616 2/13/02 LTA1 F2 02-3616 2/13/02 MSTAM24 Uplift 02-3795 5/17/02, 5/17/02 MSTAM36 Uplift 02-3795 5/17/02,5/17/02 MSTCM40 Uplift 02-3796 5/31/02 MSTCM60 Uplift N471 1/26/07 FGTR Uplift 04-5004, 04-5005 10/6/04,10/6/04 FGTRE Uplift 04-5010 10/29/04 FGTRHUR Uplift 04-4915 10/13/04 LGUM Down M202,M 203, M204, M222, M224 7/13/06, 7/13/06, 7/13/06, 7/14/06, 8/03/06 LGUM Uplift M211, M212, M213 8/18/06,8/18/06, 8/21/06 Soso HGUM Down M207, M209,M216, M217 9/11/06, 9/11/06, 1(120/x, 10/20m. 00 0 .. 0 HGUM Uplift M729, M731 8/3/06,8/04/06 000000 000 a. 8. FINDINGS SSSS SSSS SSSS.. SSSS.. .. . Upon review of the data submitted by Simpson Strong -Tie, it is my opirioh that the models as described in this report conform with or are a suitable alterrlative to the: standards and sections in the 2007 Florida Building Code, Building, add1Me2:-lorida0 ... Building Code, Residential code editions listed in section 10 of this report, subjectio.' the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate < 1.0 10. CODE REFERENCES Florida Buildina Code. Buildina 2007 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Page 6 of 13 Simpson Strong -Tie SSSS.. SSSS.. SSSS.. SSSS. SSSS. SSSS.. SSSS.. SSSS.. Florida Buildina Code. Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Fasteners Allowable Uplift Loads 160 Model Ga Length g Southern re CMU Concrete Truss/Rafter Pine/Douglas Fir- Spruce -Pine -Fir (CMU (Tit Larch .... MTSM16 16 16 7-10d 4 -'/4x2'/44 -%X13/+875 75 • • • • MTSM20 161 20 7-10d 4-'/4x2'/4 4-%x13/4 875• • • 755• • • HTS M 16 14 16 8-10d 4-'4x2%4 4 '4x 13/4 1175 • • • • • • 1010 • • HTSM20 14 20 10-10d 4-%4x2Y4 4-%4x 13/4 1175 • ..... 1010 • HM9 18 - 4-SDS%4X1'/2 5-%4x2'4 5-%4x134 805 .00000 69 • HGAM10 14 - 4-SDS%4X1'/ 4-%x2% 4-'/4x2'/4 1 850 '•" 850 Notes: '•"" 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed "he Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases araipaQpitted. Recluse loads where other loads govern. ; • ; 0 0 2. HM9 allowable F1 load shall be 635 lbs (DFUSYP) & 545 lbs (SFP), and allowable F2 load shall be 200 lbs (DFL#9`0p)*& 170 lbs (SPF). • • 3. HGAM10 allowable F1 load shall be 1005 lbs (DFUSYP) &870 lbs (SFP), and allowable F2 load st'isll W1105 Ills• ; •; (DFUSYP) & 950 lbs (SPF). • • • 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 W must be used when framing anchors are installed on each side of the joist or truss. Moisture barrier notshown Figure 1 Typical MTSMM/HTSM Application HM9 Figure 2 Typical HM9 Installation HGAM10 j�. va ✓ Figure 3 Typical HGAM10 Installation Page 7 of 13 Simpson Strong -Tie TABLE 2 ALLOWABLE LOADS AND FASTENERS Model No. Ga H Uplift Lateral Loads 1 Ply So. Pine Truss 2 or 3 Ply F, F2 So. Pine Truss 0WAN10 lvKW to Fasteners Load Fasteners Load 1M°A *W! META12 18 8 7-10dx1'/2 1450 6-16d 1450 340 725 META14 10 7-10dx1'/ 1450 6-16d 1450 340 725 M ETA16 12 7-10dx1'/2 1450 6-16d 1450 340 725 META18 14 7-10dx1'/2 1450 6-16d 1450 340 725 META20 16 6-10dx1Y2 1270 5-16d 1245 340 725 7-10dx1'/z 1450 6-16d 1450 340 725 META22 18 7-10dx1Y2 1450 6-16d 1450 340 725 META24 20 7-10dx1'/2 1450 6-16d 1450 340 725 META40 36 7-10dx1Y2 1450 6-16d 1450 340 725 HETA12 16 8 7-10dxl% 1520 7-16d 1780 340 725 H ETA16 12 9-10dx1'/2 1810 8-16d 1810 340 725 HETA20 16 8-10dx1Y2 1735 7-16d 1780 340 a ?25• 9-10dx1Y2 1810 8-16d 1810 340 HETA24 20 9-10dx1'/2 1810 8-16d 1810 340 • • HETA40 36 9-10dx1'/2 1810 8-16d 1810 340 • •7-25. HHETA12 14 8 7-10dx1'/2 1565 7-16d 1820 3408 815 HHETA16 12 10-10dx1'/2 2235 9-16d 2235 3408 0%1�0 HHETA20 16 9-10dx1 Y2 2010 8-16d 2080 3408 • •$1b. 10-10dx1'/2 2235 9-16d 2235 3408 815• HHETA24 20 10-10dx1'/2 2235 9-16d 2235 3408 8.15, HHETA40 36 10-10dx1'/2 2235 9-16d 2235 3408 *815 H ETAL12 16 7 10-10dx1'/2 1085 10-16d 1270 415 1100 HETAL16 11 14-10dx1Y2 1810 13-16d 1810 415 1100 H ETAL20 15 14-10dx1'/2 1810 13-16d 1810 415 1100 LTA1 18 3'18 12-10dxl% 1 1420 12-10dx1 1420 485 1425 0000 • • •••• 0000•• • •• • 0000•• 0000•• • • • • 0000•• • 0000• •• • 0000• •• • 0000•• • • 0 • • • 000000 •000.0 0000•• • ••• • • • • • Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Five nails must be installed into the truss seat of the HETAL 3. Parallel -to -plate load towards face of HETAL is 1975 lbs. 4. Minimum fc is 2,000psi 5. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6- 16d or 7-10dx1'A" fasteners are used with the META anchor. 6. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed. Typical META Installed with TSS Figure 4 Pa, META/HETA/HHETA Tvpical Installation Figure 5 LTA1 Typical Installation Simpson Strong -Tie TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS Model No. Qty. Application Uplift Loads Lateral Loads5 1 Ply Southern 2 or 3 Ply Southern F, Pine Truss Pine Truss (parallel F2 (perpen. to wall) Fasteners Load Fasteners Load to wall) DETAL20 1 CMU 18-10dx1'/z 2480 - - 20006 1370 Concrete 18-10dx1% 2480 - - 2000 1505 META 2 CMU Concrete 10-10dx1'r4 1985 14-16d 1 1900 1210 1160 10-10dxl% 1985 14-16d 2565 1210 1160 HETA 2 CMU Concrete 10-10dxl% 2035 12-16d 2500 1225 1 1520 10-10dxl% 2035 12-16d 2700 1225 1520 HHETA 2 CMU Concrete 10-10dxl% 2035 12-16d 2500 1225 1520 I 10-10dx1'/ 1 2035 14-16d 3350 1225 1520 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wino loeOrjg where Afb%ved by the Florida Building Code. Loads do not include a stress increase on the strength ofthe Steel. wbly tFjer increases are permitted. Reduce loads where other loads govern. • • • • • • • • • 000 2. Minimum fc is 2,500 psi. • 0.. 3. Install with spoons facing outward and spaced no more than 1/8" wider than the truss widik. • 4. Install half of the required number of fasteners in each strap, except for the DETAL2d..Gor.l5ETAL1a * • • install six nails in each strap and six nails in the truss seat. 000000 .0 . 5. Lateral loads for META, HETA, and HHETA anchors apply only to 2- or 3 -ply applicayQrT%Wl1h ancI1grz' 0' spaced a minimum of 3" apart. For single ply applications use lateral loads in Table Z.• pfTAL lateral load apply to single -ply application. • • 6. DETAL20 Lateral Loading in the F, direction anchored in CMU greater than 1,790 Ib. may result in • • • o • deflection up to 5/32" in the F, direction. : • • .. . . .. • . • 05 F Im Typical Installation . with two METAS Figure 6 DETAIL and Double META/HETA/HHETA Application Page 9 of 13 Simpson Strong -Tie 0000.. • 0000•. ....00 *0:000 0000. 000000 . . . ..00.0 . 0000.. Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is 1'/z" for Titen Masonry Screws. 3. Minimum fm = 1500 psi and minimum fc = 2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to moisture. ; • " " • • • in, 2' Typ. 1 MSTAM36 MSTUMO Typical MS7AM36 Installation. Figure 7 MSTAM/MSTCM Typical Dimensions and Installation Page 10 of 13 0.000• • Typical MSTCM60 Installation Simpson Strong -Tie 0000.• . 0 • 0 • . 0000• 0000• 0 • • • • • • • • • 0 • • • • • 0 • 0 • TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Model No. Ga. Dimensions inches Simpson Strong -Tie Titen Screws DF/SP 160 SPF 160 W L CMU Concrete Nails Load Nails Load MSTAM24 18 1% 24 5-%x2% 51 .x 1'/a 8-10d 1500 9-10d 1500 MSTAM36 16 1% 36 8-%x2% 8 '/.x 1'/. 10-10d 1870 11-10d 1870 MSTCM40 16 3 40'/4 14-'/4x2'/. 14'/.x1'/. 22-16d Sinker 4220 26-16d Sinker 4220 MSTCM60 16 3 59% 14'/.x2'/. 14-'/4x1'/. 26-16d Sinker 4220 26-16d Sinker 1 4220 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is 1'/z" for Titen Masonry Screws. 3. Minimum fm = 1500 psi and minimum fc = 2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to moisture. ; • " " • • • in, 2' Typ. 1 MSTAM36 MSTUMO Typical MS7AM36 Installation. Figure 7 MSTAM/MSTCM Typical Dimensions and Installation Page 10 of 13 0.000• • Typical MSTCM60 Installation Simpson Strong -Tie 0000.• . 0 • 0 • . 0000• 0000• 0 • • • • • • • • • 0 • • • • • 0 • 0 • TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Model No. Qty. Fasteners Allowable Uplift Load (160) To Block and Concrete Wall To Truss FGTR 1 2-Titen HD %x5" 18-SDS1/4x3 50006 2 4-Titen HD 1/2x5" 36-SDS1/4x3 9400 FGTRHUR 1 2-Titen HD %x5" 18-SDS1/4x3 3850 FGTRE 1 2-Titen HD'/x5" 18-SDS1/4x3 46856 FGTRE+FGTR 1 Each 4-Titen HD %2x5' 36-SDS1/4x3 50006 Notes 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titen HD is 4" 4. THD's should be spaced in every other hole on the part ; • • • • • 5. Attached members must be designed to resist the applied loads • • • • • 6. Products used for comer applications shall be limited to 4685 lbs allowable • • • • • • • • 7. Loads are governed by the grouted wall capacity based on testing of the prodmots ettached to the corner of a block wall at an average ultimate load of 14,800 lbs. The connector4has been tasted • attached to a steel column to an allowable load of 11,400 lbs which can be Aid W'design{iroviaed the wall is designed by the engineer of record to transfer the uplift forces. ...... •. • e 9A FGTR FGTRHLTOPVIEW ii "C UN Two FGTRs FGTR TRUSS "� t' '- • - SHOULD I = a: P DE SET BACK /.' - •: ' ; •. rte- _ ` • FGTRE Figure 8 FGTR/FGTRE/FGTRHUFGRHR Typical Installation Page 11 of 13 Simpson Strong -Tie Notes: 1. Uplift loads include a 60% load duration increase on the fastener capacity in wood for wiiRdioking whore+.. allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the siael.' Ifo further increases are permitted. Reduce loads where other loads govern. 2. Minimum fm = 1500 psi and fc = 2500 psi. ID H H ° w LGUM HGUM Page 12 of 13 TABLE 6 — LGUM AND HGUM ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Model No. Dimensions (in.) Fasteners Allowable Loads (lbs.) Ga W H CMU/Concrete B Titen HD Joist Uplift Download DF/SP/LVUPSULSL) SDS Screws (/160) CMU Concrete (100/115/125) Typial LGUM knlallaU�e DOUBLE 2x SIZES LGUM 26-2 12 3 /16 5 4 4 - %"x 4" 4-'/"X2'/z" 1430 5595 LGUM 28-2 12 3 /16 7 4 6 - Ya" x 4" 6 - %"x2%" 1 2435 8250 LGUM 210-2 12 3 h6 9 4 8-3/e" x 4" 8 - %"x2'/" 3575 9575 TRIPLE 2x SIZES LGUM 26-3 12 5 %a 5% 4 4 - Ye" x 4" 4-'/a"x2'/z" 1430 5610 LGUM 28-3 12 5% 7% 4 6-3/6" x 4" 6 - % x2%z" 2435 8290 LGUM 210-3 12 5 Y. 9% 4 8-3/6" x 4" 8 - %N2'/2" 3575 9715 QUADRUPLE 2x SIZES LGUM 26-4 12 6 /i6 5 /16 4 4-%"x4" 4 - %N2'/Z" 1430 5625 LGUM 28-4 12 6 /16 7 /i6 4 6 - %. x 4" 6-'/."x2'/z" 2435 8335 LGUM 210-4 12 6 /16 9 /16 4 8 - %" x 4" 8 - %"x2'/" 3575 9860 • 4x SIZES •••• •••• LGUM 46 12 3% 4% 4 4-3/6" x 4" 4 - %'x2%" 1430 • • • 5600 • • LGUM 48 12 3% 67/6 4 6-$/e"x4" 6-%N2'/z" 2435 •.•••• 82w • •••.. LGUM 410 12 3% 8% 4 8 -'/e" x 4" 8 - %N21/2" 3575 • • • • • • 9620 • ENGINEERED WOOD AND STRUCTURAL COMPOSITE LUMBER SIZES NE/WY DULY HGUM5.25 7 5% 11 to 5% 8 - a/a" x 5" 24 - %"x2%" 10085 . 44965 • 16015000— • • • HGUM5.50 7 5'/2 5% 8-%a" x 5" 24-'/a"x2'/" 10125 •.•14940 •• • 16015••••• HGUM7.00 7 7 5% 8 - W x 5" 24 - %a"x2'/" 10375 .. 0 ------160150 • • • • HGUM7.25 7 7% 30 5% 8 -Ya" x 5" 24 - Y4"x2%" 10415 ...14.7610 16015 • HGUM9.00 7 9 5% 8-%"x5" 24 - Y4"x2'/" 10705 f4*5 *16015 • Notes: 1. Uplift loads include a 60% load duration increase on the fastener capacity in wood for wiiRdioking whore+.. allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the siael.' Ifo further increases are permitted. Reduce loads where other loads govern. 2. Minimum fm = 1500 psi and fc = 2500 psi. ID H H ° w LGUM HGUM Page 12 of 13 Figure 9 LGUM/HGUM Typical Installation rylbd Typical HGUM Installation Simpson Strong -Tie F Moon. am* Typial LGUM knlallaU�e Figure 9 LGUM/HGUM Typical Installation rylbd Typical HGUM Installation Simpson Strong -Tie 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. Page 13 of 13 l � z ly, Inc. P.E. Simpson Strong -Tie w to c • a ;�? ' `aJax Page 13 of 13 l � z ly, Inc. P.E. Simpson Strong -Tie • f • • ••• • • • • Page 1 of 1 ' • ' . Moll r�-�►Mjjj - FbnchX;x'rle � Hot Submit St_ts FBC BCIS BCIS Home Log }n User Registr2tion & Publications I — I Site Links Se2rch BusinesTo ics Surcharge Facts Staff Man ProfessiFzh�a'l Regulation � Product Approval ,-. USER: Public User y;; • ij Product Approval Menu > Product or Annlication Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other CParrh RPaults- Annliratinns 2014 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired LUS28 Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Refine Search ALL Type Simpson Strong -Tie Co. ALL FL 10655-R3 ALL Simpson Strong -Tie Co. ALL History 0000 ALL • • • • 0000 • • ALL • • • 0000•• s• • • 96••66 9 0000 • • FL# Type Manufacturer Validated By Status FL 10655-R3 Revision Simpson Strong -Tie Co. Joseph A Reed, PE • • • Approved • • History Category: Structural Components (717) 764-7700 Subcategory: Wood Connectors • • • *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the C;mission if nec(:W.09 0 • • 0000•• • 0000•• 0.000• 0000• 00.00 0000•• • 0000•• • 0000•• https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/14/2015 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 05 23—WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: SIMPSON STRONG -TIE COMPANY, INC....... 5956 WEST LAS POSITAS BOULEVARD :00:0: PLEASANTON, CALIFORNIA 94588 *: EVALUATION SUBJECT: SIMPSON STRONG -TIE® FACE -MOUNT HANGERS FOR WOOD FRAMING ICC ICC ICC C PMG L/STED Look for the trusted marks of Conformityl "2014 Recipient of Prestigious Western States Seismic Polity Council (WSSPC) Award in Excellence" A Subsidiary of ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. t There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2014 ICC -ES Evaluation Report ESR -2549 Reissued January 2015 This report is subject to renewal January 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the /ntemationa/ Code Council® DIVISION: 06 00 00—WOOD, PLASTICS, AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: SIMPSON STRONG -TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800) 925-5099 www.stronatie.com EVALUATION SUBJECT: SIMPSON STRONG -TIE® FACE -MOUNT HANGERS FOR WOOD FRAMING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 International Building Code® (IBC) ■ 2012, 2009 and 2006 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES The Simpson Strong -Tie® face -mount hangers described in this report are used as wood framing connectors in accordance with Section 2304.9.3 of the IBC. The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: The Simpson Strong -Tie face -mount hangers described in this report are U-shaped hangers that have prepunched holes for the installation of nails into the face of the supporting wood header or beam or ledger. 3.1.1 LU Series Hangers: The LU series hangers are formed from No. 20 gage galvanized steel. See Table 1 for hanger dimensions, required fasteners, and allowable loads; and Figure 1 for a drawing of a typical LU series hanger. 3.1.2 U Series Hangers: The U series hangers are formed from No. 16 gage galvanized steel. See Table 2 for the hanger dimensions, required fasteners, and allowable loads; and Figure 2 for a drawing of a typical U series hanger. 3.1.3 HU and HUC Series Hangers: The HU and HUC series hangers are formed from No. 14 gage galvanized steel. HU hangers having a width equal to or greater than 29/16 inches (65 mm) are available with concealed flanges and are specified with the model designation HUC. See Table 3 for the hanger dimensions, required fasteners, and allowable loads; and Figure 3a for a drawing of a typical HU series hanger and Figure 3b for an HUC hanger. 3.1.4 LUS Series Hangers: The LUS series hangers are formed from No. 18 gage galvanized steel. The hangers have prepunched holes for the installation of nails#hat are driven at a 45 -degree angle thjoughrthe joist aodAto the...... header, which is described as VVble;shear r"lirig in the .' installation instructions. See •JgWg . 4 for' 146. Manger.... ; • dimensions, required fasteners, •aIV.illowable (gads; and, • Figure 4 for a drawing of a typical LUS seriesanger. : • • • •: 3.1.5 MUS Joist Hanger: Tseries;dangers are* .... formed from No. 18 gage galvanisad steel. The. Ueshaped a e: * e • portion of the hangers has p6dhtulbhed fteg .tbr the..... e installation of joist nails that are; rjV4,j at an angle through .' the joist and into the header, 4ichOispescri4ed ari double...; shear nailing in the installation irstruqtions. Ste Tlib1e 5 for. • the hanger dimensions, required fasteners, and allowable: • • • • loads; Figure 5 for a drawing of a typical. RL9:series hanger. '' 3.1.6 HUS and HUSC Series Hangers: The HUS and HUSC series hangers are formed from No. 14 gage galvanized steel with the exception of the HUS26, HUSC26, HUS28, HUSC28, HUS210, and HUSC210 hangers, which are formed from No. 16 gage galvanized steel. The HUS models having a seat width (W) equal to 39/16 inches (90 mm) are available with concealed flanges and are specified with the model designation HUSC. The hangers have prepunched holes for the installation of joist nails that are driven at a 45 -degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 6 for the hanger dimensions, required fasteners, and allowable loads; and Figure 6 for a drawing of a typical HUS series hanger. 3.1.7 HHUS Series Hangers: The HHUS series hangers are formed from No. 14 gage galvanized steel. The hangers have prepunched holes for the installation of joist nails that are driven at a 45 -degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 7 for the hanger dimensions, required fasteners, and allowable loads; Figure 7 for a drawing of a typical HHUS series hanger. ICC -FS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to arty finding or other molter in this report, or as to any product covered by the report. Copyright ® 2014 rrr.l� Page 1 of 14 ESR -2549 Most Widely Accepted and Trusted Page 2 of 14 3.1.8 SUR/L and SUR/LC Series Hangers: The SUR/L series hangers are formed from No. 16 gage galvanized steel. SUR and SUL are mirror-image identical hangers, skewed at 45 degrees right and left, respectively. The 2-2x and 4x SUR/L models are available with the A2 flanges concealed and are identified with the model designation SUR/LC. See Table 8 for the hanger dimensions, required fasteners, and allowable loads; and Figure 8 for a drawing of typical SUR/L series hangers. 3.1.9 HSUR/L and HSUR/LC Series Hangers: The HSUR/L series hangers are formed from No. 14 gage galvanized steel. SUR and SUL are mirror-image identical hangers, skewed at 45 degrees right and left, respectively. The 2-2x and 4x HSUR/L models are available with the A2 flanges concealed and are identified with the model designation HSUR/LC. See Table 9 for the hanger dimensions, required fasteners, and allowable loads; and Figure 9 for a drawing of typical HSUR/L series hangers. 3.1.10 The HTU Series Hangers: The HTU hangers are designed to support trusses installed with full or partial heel heights and gaps between the truss and the supporting girders of up to, but not exceeding, '/? inch (12.7 mm), as shown in Tables 10A and 10C, and /8 inch (3.2 mm) as shown in Table 1013. Minimum and maximum nailing options are given in Tables 10A, 10B, and 10C to address varying heel heights and support conditions. The HTU hangers are formed from No. 16 gage galvanized steel. See Table 10A and Figures 10A and 1013 for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the gap between the truss and the supporting girders is less than or equal to 1/2 inch (12.7 mm). See Table 1013 and Figures 10A and 10B for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the gap between the truss and the supporting girders is less than or equal to 1/8 inch (3.2 mm). See Table 10C and Figures 10A and 10C for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the minimum allowable number of nails is driven into the supporting girder, and the gap between the truss and supporting girder is less than or equal to 1/2 inch (12.7 mm). 3.1.11 The LUCZ Series Hangers: The LUCZ hangers have concealed flanges to allow for installation near the end of a supporting member such as a ledger or header. The hangers are formed from No. 18 gage galvanized steel. See Table 11 and Figure 11 for hanger dimensions, required fastener schedule, allowable loads and a typical installation detail. 3.1.12 The HGUS Series Hangers: The HGUS series hangers are formed from No. 12 gage galvanized steel. The hangers have prepunched holes for the installation of nails that are driven at a 45 degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 12 for the HGUS series hanger model numbers, hanger dimensions, required fasteners, and allowable loads; and Figure 12 for a drawing of a typical HGS hanger. 3.2 Materials: 3.2.1 Steel: All hangers described in this report, with the exception of the HTU and HGUS series hangers, are manufactured from galvanized steel complying with ASTM A653, SS designation, Grade 33 with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, F,,, of 45,000 psi (310 MPa). The HTU and HGUS series hangers are manufactured from galvanized steel complying with ASTM A653 SS designation, Grade 40 with a minimum yield strength, Fy, of 40,000 psi (276 MPa) and a minimum tensile strength, F,,, of 55,000 psi (379 MPa). Minimum base -steel thicknesses for the hangers in this report are as follows: NOMINAL THICKNESS (gage) MINIMUM BASE -METAL THICKNESS (inch) No. 12 0.0975 No. 14 0.0685 No. 16 0.0555 No. 18 0.0445 No. 20 0.0335 For SI: 1 inch = 25.4 mm. The hangers have a minimum G90 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with Z) are available with a G185 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with HDG) are available with a hot -dip galvanization, also known as "batch" galvanization, in accordance with ASTM A423,• yAth a minimum specified coating weight of P.0 ouncesvofeinc per* • • • • • square foot of surface area (60y1m2; total foc both sides. . • Model numbers for all hangers jo Jliis repot, except thee ...:. LUCZ series hangers, do not inCW;Jbe Z or HDQ ending,. . but the information shown appliES..Ihe lumber trVater or; • • •' ; holder of this report (Simpson 9%pr8 Tie Con3P&M Should.... be contacted for recommendations on minimumr� corrosion • • resistance of steel connectors in contact vrith•the• ..... • * specific. • • • • proprietary preservative treated or Fire retardant treated • lumber. :":': • •. 3.2.2 Wood: Wood members with which they connectors• • • are used must be either saves lumber, structural glued • • • • laminated timber or engineered cumber having ainioinimum0 • specific gravity of 0.50 (minimum equival&fit specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. The thickness of the supporting wood member (header, beam, or ledger) must be equal to or greater than the length of the fasteners specified in the tables in this report, or as required by wood member design, whichever is greater. 3.2.3 Fasteners: Nails used for hangers described in this report must comply with ASTM F1667 and have the following minimum fastener dimensions and bending yield strengths (Fyb): COMMON SHANK NAIL SIZE DIAMETER (inch) FASTENER LENGTH (inches) Fyb (psi) 10d x 1'/2 0.148 11/2 90,000 10d 0.148 3 90,000 16d x 21/2 1 0.162 1 21/2 90,000 16d 1 0.162 1 31/2 90,000 For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with IBC Section 2304.9.5 or 2012 IRC Section R317.3, 2009 IRC Section R317.3, or 2006 IRC Section R319.3, as applicable. The lumber treater or this report holder (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. ESR -2549 Most Widely Accepted and Trusted Page 3 of 14 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, CID, corresponding with the applicable loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100OF (37.8°C) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100°F (37.80C), the allowable loads in this report must be adjusted by the temperature factor, Cr, specified in the NDS. Connected wood members must be analyzed for load - carrying capacity at the connection in accordance with the NDS. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacture's published installation instructions, the most restrictive governs. 5.0 CONDITIONS OF USE The Simpson Strong -Tie face -mount hangers for wood - framed construction described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. A copy of the instructions must be available at the jobsite at all times during installation. In the event of conflict between this report and the Simpson Strong - Tie published installation instructions, the more restrictive governs. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connected wood members and fasteners must comply, respectively, with Sections 3.2.2 and 3.2.3 of this report. 5.5 Use of connectors with preservative treated or fire retardant treated lumber must be in accordance with Section 3.2.1 of this report. Use of fasteners with preservative treated or fire retardant treated lumber must be in accordance with Section 3.2.3 of this report. . . 0000 0000.. 6.0 EVIDENCE SUBMITTED �, , • Data in accordance with the ICCoESeAcceplanict-triteriae • r •: • for Joist Hangers and Similar. iLioices (AC18), dated. October 2010 (editorially revised4wember 2011).. :0 00 0000.. 7.0 IDENTIFICATION ' • 00 0 0 :0 0 000*0 ..poe 00 .• a 0000.. The products described in this report0are identified with a die -stamped label or an adhesiverlabel, indicating the • name of the manufacturer (Simpson %ong-Tie), the model 0. number, and the number of 'gn ind&x evaLti6)90report""" (ESR -2523) that is used as ad idWftgiier for•the products;....; recognized in this report. o • . 0. 900 r r . rr TABLE 1—ALLOWABLE LOADS FOR THE LU SERIES JOIST HANGERS For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figure 1 (this page) for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4 L Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm). The height, H, of the foist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. The quantity of 10d or 16d common nails specified In the "Header" column under "Fasteners" is required to achieve the tabulated allowable loads shown in the Allowable Download "10d" or "16d" columns. 6Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. DIMENSIONS' (inches) FASTENERV (Quantity -Type) ALLOWABLE LOADS3,4,6 (Ibs) MODEL No. W H B Header° Joist Uplift° Download Co = 7.6 Co = 1.0 CD= 1.15 CD= 1.25 10d 16d 10d 16d 10d 16d LU24 19/,6 3'/6 1'/Z 4 2-10d x 02 265 465 555 530 635 575 690 LU26 19/,6 43/4 02 6 4-10d x 1'/2 565 695 835 800 955 865 1,030 LU28 19/,6 63/6 1'/Z 8 6-10d x 02 850 930 1,110 1,065 1,270 1,150 1,375 LU210 19/,6 713/16 11/2 10 6-10d x 1'/2 850 1,160 1,390 1,330 1,590 f 1,490 1,720 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figure 1 (this page) for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4 L Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm). The height, H, of the foist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. The quantity of 10d or 16d common nails specified In the "Header" column under "Fasteners" is required to achieve the tabulated allowable loads shown in the Allowable Download "10d" or "16d" columns. 6Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. ESR -2549 Most Widely Accepted and Trusted Page 4 of 14 TABLE 2 -ALLOWABLE LOADS FOR THE U SERIES JOIST HANGERS MODEL DIMENSIONS' Inches (inches) FASTENERS2 (Quantity -Type) Uplift 6 ALLOWABLE LOADS'`'` (lbs) Download No. W H B Header` Joist CD = 1.6 === Co 1.0 10d 16d Cp 1.15 10d 16d CI) 1.25 10d 16d U24 19/,6 31/e 2 4 2-10d x 11/2 265 490 575 550 650 590 705 U26 19/,6 4'/4 2 6 4-10d x 1'/2 585 730 865 830 980 890 1,055 U210 19/16 7"/,e 2 10 6-10d x 1'/2 1,110 1,220 1,440 1,380 1,630 1,480 1,685 U214 19/16 10 2 12 8-10d x 02 1,115 1,465 1,730 1,655 1,955 1775 2,110 U34 29/i6 3'/a 2 4 2-10d x 02 265 490 575 550 650 590 705 U36 29/,6 53/e 2 8 4-10d x 11/2 585 975 1,150 1,105 1,305 1,185 1,410 U310 29/,6 8'/a 2 14 6-10d x 1'/2 1,110 1,710 2,015 1,930 2,280 2,070 2,465 U314 29/,6 10% 2 16 6-10d x 11/2 1,110 1,950 2,305 2,210 2,610 2,370 2,815 U24-2 3'/a 3 2 4 2-10d 265 490 575 550 650 590 705 U26-2 31/1, 5 2 8 1 4-10d 585 975 1,150 1,105 1,305 1,185 1,410 U210-2 3'/a 81/2 2 14 6-10d 1,110 1,750 2,015 1,930 2,280 2,070 2,465 U44 39/,6 27/e 2 4 2-10d 265 490 575 550 650 590 705 U46 39/,6 4'/8 2 8 4-10d 585 975 1,150 1,105 1,305 1,185 1,410 U410 39/,6 8% 2 14 6-10d 1,110 1,710 2,015 1,930 2,280 2,074 a •2,465 U414 39/,6 10 2 16 6-10d 1,110 1,950 2,305 2,210 200 2,3301 a •2,815 U26-3 45/6 41/4 2 8 4-10d 585 975 1,150 1,105 •N,305 1, 8'9' • 1,410 U66 5'/2 5 2 8 4-10d 585 975 1,150 1,105 •1:M5 1,185• •1,410 U610 51/2 81/2 2 14 6-10d 1,110 1,710 2,015 1,930 ffl 2,070 2,465 U210-3 45/6 7'/4 2 14 6-10d 1,110 1,710 2,015 1,930 2,289 2,9Xi •Q,465 U24R 2'/,e 35/6 2 4 2-10d x 11/2 265 490 575 550 0 _59Q,705 U26R 2'/,e 55/6 2 8 4-10d x 1'/2 585 975 1,150 1,105 .1,V5 1,t1� .1,410 U210R 2'/,e 91/e 2 14 6-10d x 11/2 1,110 1,710 2,015 1,930 •2oMQ 2,070 a 2,465 U44R 4'/,6 25/6 2 4 2-16d 265 490 575 550 656 590 • 705 U46R 4'/,e 45/a 2 8 4-16d 585 975 1,150 1,105 1 5 1,1`85 1,410 U410R 4'/,e 81/8 2 14 6-16d 1,115 1,710 2,015 1,930 •12,286 2,Q10 02,465 U66R 6 5 2 8 4-16d 585 975 1,150 1,105 1,305 1,1 5 410 U610R 6 81/2 2 14 6-16d 1,115 1,710 1 2,015 1,930 2,280 2,070 2,465 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figure 2 (this page) for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties 'Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4U Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. 5The quantity of 10d or 16d common nails specified in the "Header" column under "Fasteners" is required to achieve the tabulated allowable loads shown in the Allowable Download "10d" or "16d" columns. `Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. for L024 '! I FIGURE 1 -LU SERIES HANGER FIGURE 2-U SERIES HANGER (See Table 1 -Page 3) (See Table 2 -above) ESR -2549 Most Widely Accepted and Trusted Page 5 of 14 TABLE 3 -ALLOWABLE LOADS FOR THE HU/HUC SERIES JOIST HANGERS MODEL HANGER DIMENSIONS' (inches) FASTENERS= (Quantity -Type) ],4,6 ALLOWABLE LOADS (lbs) NO. W H B Header Joist Uplifts CI) =1.6 Cp=1.0 Download Cp=1.15 Cp=1.25 HU26 19/16 3'/16 21/4 4-16d 2-10d x 11/2 335 595 670 725 HU28 19/16 51/4 21/4 6-16d 4-10d x 1'/2 605 895 1,010 1,085 HU210 19/16 71/a 21/4 8-16d 4-10d x 02 605 1,190 1,345 1,450 HU212 19/,6 9 21/4 10-16d 6-10d x 02 1,135 1,490 1,680 1,810 HU214 19/16 101/8 21/4 12-16d 6-10d x 02 1,135 1,790 2,015 2,170 HU216 19/16 1215/,6 21/4 18-16d 8-10d x 1'/2 1,510 2,680 3,025 3,260 HU34 29/16 33/a 21/2 4-16d 2-10d x 02 380 595 670 725 HU36 29/,6 53/a 2'/2 8-16d 4-10d x 1'/2 605 1,190 1,345 1,450 HU38 29/16 71/a 21/2 10-16d 4-10d x 1'/2 605 1,490 1,680 1,810 HU310 29/,6 87/a 21/2 14-16d 6-10d x 02 905 2,085 2,350 2,535 HU312 29/16 105/8 2'/2 16-16d 6-10d x 1'/2 905 2,385 2,690 2,895 HU314 29/16 123/a 21/2 18-16d 8-10d x 1'/2 1,510 2,680 3,025 3,260 HU316 29/,e 14'/8 21/2 20-16d 8-10d x 02 1,510 2,980 3,360 3,620 HU44 39/,6 27/e 21/2 4-16d 2-10d 380 595 670 725 HU46 39/,6 53/16 21/2 8-16d 4-10d 755 1,190 1,345 1,450 HU48 39/16 613/,6 21/2 10-16d 4-10d 755 1,490 1,680 •.1,810 HU410 39/18 85/a 2'/2 14-16d 6-10d 11135 2,085 • •2,350 • •1, 35 HU412 39/,6 105/16 21/2 16-16d 6-10d 1,135 2,385 • 7,690 • 3,895 HU414 39/16 125/a 21/2 18-16d 8-10d 1,510 2,680 • • • • 0,025 • 3,260 HU416 39/16 135/8 21/2 20-16d 8-10d 1,510 2,980 069663,360 •3,620 HU66 5'/2 43/16 21/2 8-16d 4-16d 900 1,190 •• ••1,345 ; ••i,g50 HU68 51/2 513/,6 21/2 10-16d 4-16d 900 1,490 •0001,680 • 1,810 HU610 51/2 75/8 21/2 14-16d 6-16d 1,350 2,085 * • • • 350 • • ,635 HU612 51/2 93/8 21/2 16-16d 6-16d 1,350 2,385 2,690 895 HU614 51/2 115/8 21/2 18-16d 8-16d 1,800 2,680 • • 3,025 3,260 HU616 51/2 12"/16 21/2 20-16d 8-16d 1,800 2,980 3,360 • ••3,620 HU24-2 31/8 31/16 21/2 4-16d 2-10d 380 595 P70 7 5 HU26-2 31/a 53/8 21/2 8-16d 4-10d 755 1,190 1,345 69"61,150 HU28-2 31/8 7 2'/2 10-16d 4-10d 755 1,490 1,680 1,810 HU210-2 31/8 8 13 /16 21/2 14-16d 6-10d 1,135 2,085 2,350 2,535 HU212-2 31/a 109/16 21/2 16-16d 6-10d 1,135 2,385 2,690 2,895 HU214-2 31/s 1213/16 21/2 18-16d 8-10d 1,510 2,680 3,025 3,260 HU216-2 3'/a 131/a 21/2 20-16d 8-10d 1,510 2,980 3,360 3,620 HU310-2 51/8 87/. 21/2 14-16d 6-10d 1,135 2,085 2,350 2,535 HU312-2 51/8 105/8 21/2 16-16d 6-10d 1,135 2,385 2,690 2,895 HU314-2 51/8 125/8 21/2 18-16d 8-10d 1,510 2,680 3,025 3,260 HU26-3 411/16 51/2 21/2 8-16d 4-10d 755 1,190 1,345 1,450 HU210-3 411/16 89/16 21/2 14-16d 6-10d 1,135 2,085 2,350 2,535 HU212-3 411/16 105/16 21/2 16-16d 6-10d 1,135 2,385 2,690 2,895 HU214-3 411/16 12'/16 21/2 18-16d 8-10d 1,510 2,680 3,025 3,260 HU216-3 471/16 137/6 21/2 20-16d 8-10d 1,510 2,980 3,360 3,620 HU210-4 6'/1, 83/8 21/2 14-16d 6-16d 1,350 2,085 2,350 2,535 HU88 71/2 65/6 21/2 10-16d 4-16d 900 1,490 1,680 1,810 HU810 71/2 83/8 21/2 14-16d 6-16d 1,350 2,085 2,350 2,535 HU812 71/2 101/8 21/2 16-16d 6-16d 1,350 2,385 2,690 2,895 HU814 71/2 117/8 21/2 18-16d 8-16d 1,800 2,680 3,025 3,260 HU816 7'/2 135/. 21/2 20-16d 8-16d 1,800 2,680 3,360 3,620 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figures 3a and 3b (previous page) for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties 3 H series hangers with widths (VV) equal to or greater than 2 9/16 inches (65 mm) are available with header flanges turned in (concealed) and are identified with the model designation HUC#. See Figure 3b (previous page). 4Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 5HU Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. sAllowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. ESR -2549 Most Widely Accepted and Trusted Page 6 of 14 TABLE 4 -ALLOWABLE LOADS FOR THE LUS SERIES JOIST HANGERS MODEL NO. W DIMENSIONS' (inches) H B COMMON NAILS (Quantity -Type) Header Joists Uplift° CD = 1.6 ALLOWABLE LOADS''` (lbs) Download CD = 1.0 CD= 1.15 Co = 1.25 LUS24 19/18 31/a 13/4 4-10d 2-10d 490 670 765 830 LUS26 19/18 43/4 1% 4-10d 4-10d 1,165 870 990 1,075 LUS28 19/,6 65/a 13/4 6-10d 4-10d 1,165 1,105 1,260 1,365 LUS210 19/,8 713/,8 13/4 8-10d 4-10d 1,165 1,345 1,530 1,660 LUS24-2 3'/e 31/8 2 4-16d 2-16d 440 800 910 985 LUS26-2 3'/a 415/,8 2 4-16d 4-16d 1,165 1,030 1,180 1,275 LUS28-2 31/8 7 2 6-16d 4-16d 1,165 1,315 1,500 1,620 LUS210-2 3'/e 815/,8 2 8-16d 6-16d 1,745 1,830 2,085 2,260 LUS214-2 31/1, 1015/18 2 10-16d 6-16d 1,745 2,110 2,405 2,605 LUS26-3 45/8 41/e 2 4-16d 4-16d 1,165 1,030 1,180 1,275 LUS28-3 45/8 6'/4 2 6-16d 4-16d 1,165 1,315 1,500 1,620 LUS210-3 45/8 813/,8 2 8-16d 6-16d 1,745 1,830 2,085 2,260 LU336 29/,R 5'/4 2 4-16d 4-16d 1.1651,030 1.180 1.280 LUS44 39/,8 3 2 4-16d 2-16d 440 800 910 985 LUS46 39/,8 43/4 2 4-16d 4-16d 1,165 1,030 1,180 .. .10275 LUS48 3948 63/4 2 6-16d 4-16d 1,165 1,315 • .1,500 •••1.610 LUS410 39/,8 83/4 2 8-16d 6-16d 1,745 1,830 • 2}085 •• 2Q60 LUS414 39/,8 103/4 2 10-16d 6-16d 1,745 2,110 • • • T-405 • • 2!605 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. •' • • • • • • • 'Refer to Figure 4 (this page) for definitions of hanger nomenclature (W, H, B). • . • • • • • • • • • • • • • • 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. • • 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building co8�.' • ; .' • .' • ""' `LUS Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334411) times the depth of the• • • • � • joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist ie.DA25 inch (3.2.mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint i? provided, jis desjgned by... • ; others. • • • • • • SJoist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to achievedhe tabulated loads. :*so*: 6Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. TALI all&able ypAft m'JQs must* • be reduced when other load durations govern. • • • VN, May FIGURE 3a -HU SERIES HANGER FIGURE 3b-HUC SERIES HANGER FIGURE 4-LUS SERIES HANGER (See Table 3 -Page 5) (See Table 3, Footnote 3 -Page 5) (See Table 4 above) ESR -2549 Most Widely Accepted and Trusted Page 7 of 14 TABLE 5 -ALLOWABLE LOADS FOR THE MUS SERIES HANGERS MODEL NO. W DIMENSIONS' (inches) COMMON NAILS2 (Quantity -Type) Uplift` Co = 1.6 ALLOWABLE LOADS''` (lbs) W H B Header Joist6 Uplifte Download CD = 1.6 CI) = 1.0 Cp = 1.15 C.=11.25 MUS26 19/16 5'/,g 2 6-10d 6-10d 1,090 1,300 1,485 1,615 MUS28 1 19/,6 63/4 2 8-10d 8-10d 1,555 1,735 1,985 2,150 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. ' Refer to Figure 5 (this page) for definitions of hanger nomenclature (W, H, B). ZRefer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 'Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4MUS series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. BJoist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. 9Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govem. •Yo• SSSS • • • • • •••••• • SSSS•• • FIGURE 5 --MUS HANGER (see Table 5) FIGURE 6 -HUS SERIES HANGER (see liable 0) TABLE 6 -ALLOWABLE LOADS FOR THE HUS AND HUSC SERIES HANGERS • • • MODEL NO. W DIMENSIONS' (Inches) H COMMON NAILS= (Quantity -Type) B Header Joist° Uplift` Co = 1.6 ALLOWABLE LOADS'`.' (Ibs) Download CD= 1.0 CD = 1.15 CD = 1.25 HUS26 15/8 51/s 3 14-16d 6-16d 1,500 2,720 3,090 3,335 HUS28 1 /6 7 /,6 3 22-16d 8-16d 2,000 3,770 3,895 3,980 HUS210 15/, 9'/16 3 30-16d 10-16d 3,000 4,010 4,165 4,275 HUS46 3/,6 4 /,e 2 4-16d 4-16d 1,235 1,045 1,190 1,290 HUS48 39/16 6 /,6 2 6-16d 6-16d 1,550 1,565 1,785 1,930 HUS410 3"/,6 8 /16 2 8-16d 8-16d 2,970 2,090 2,380 2,575 HUS412 3 /,6 2 10-16d 10-16d 3,635 2,610 2,975 3,220 HUS26-2 3 /s 2 4-16d 4-16d 1,235 1,045 1,190 1,290 HUS28-2 3/8 N".4 2 6-16d 6-16d 1,550 1,565 1,785 1,930 HUS210-2 3'/a 2 8-16d 8-16d 2,970 2,090 2,380 2,575 HUS212-2 3'/a 2 10-16d 10-16d 3,635 2,610 2,975 1 3,220 For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 'Refer to Figure 6 (this page) for definitions of hanger nomenclature (W, H, B). ZRefer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 'Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4HUS series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. SJoist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. 6Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govem. 7HUS series hangers with widths (W) equal to or greater than 39/16 inches (90 mm) are available with header flanges turned in (concealed) and are identified with the model designation HUSC#. SSSS•• • • • SSSS•• SSSS•• SSSS• • Soto** 1 • • ••••o• SSSS•• ESR -2549 Most Widely Accepted and Trusted Page 8 of 14 TABLE 7 -ALLOWABLE LOADS FOR THE HHUS SERIES HANGERS MODEL NO. W DIMENSIONS' (inches) H B COMMON NAILS2 (Quantity -Type) Header Joist° Uplift' CD= 1.6 ALLOWABLE LOADS3,4 (Ibs) Download Co= 1.0 CD= 1.15 Co= 1.25 HHUS26-2 35/,8 57/,e 3 14-16d 6-16d 1,550 2,790 3,160 3,410 HHUS28-2 35/,8 7'/2 3 22-16d 8-16d 2,000 4,215 4,770 5,150 HHUS210-2 35/18 91/8 3 30-16d 10-16d 3.745 5,640 6,385 6,890 HHUS46 35/8 51/4 3 14-16d 6-16d 1,550 2,790 3,160 3,410 HHUS48 35/8 71/8 3 22-16d 8-16d 2,000 4,215 4,770 5,150 HHUS410 35/8 9 3 30-16d 10-16d 3,745 5,640 6,385 6,890 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figure 7 (this page) for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 'Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. `HUS series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. SJoist nails must be driven at a 45 degree angle through the joist into the header/beam to achieve the tabulated loads. SAllowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must ha rarb irarl whan nthar Inart rig iratinn¢ nnvam FIGURE 7-HHUS SERIES HANGER (see Table 7) FIGURE "UR/L SERIES HANGER (see Tabli 8) • TABLE 8 -ALLOWABLE LOADS FOR THE SUR/L AND SUR/LC SERIES JOIST HANGERS MODEL DIMENSIONS' (inches) FASTENERS2 (Quantity -Type) ALLOWABLE LOADS3.4,6 (lbs) A W H B Al A2 Header Joist Uplif a CD= 1.6 CD= 1.0 Download CD= 1.15 CD= 1.25 SUR/1_24 19/,8 3'/,6 2 1'/e 1%4 4-16d 4-10d x 11/2 450 575 650 705 SUR/1_26 19/18 5 2 11/8 11/4 6-16d 6-10d x 11/2 735 865 980 1,055 SUR/1-26-2 • •••••• 25/8 02 23/8 8-16d 4-16dx1'/2 815 1,150 1,305 1,400 SUR/1-210 19/18 83/,6 2 11/8 11/4 10-16d 10-10d x 1'/2 1,250 1,440 1,630 1,760 SUR/1_214 19/18 10 • 11/8 11/4 12-16d 12-10d x 02 2,165 1,730 1,955 2,110 SUR/L210-2 31/e 811/,6 25/8 1'/2 23/6 14-16d 6-16d x 2'/2 1,300 2,015 2,280 2,465 SUR/1-2.56/9 29/16 813/18 33/,8 1'/6 2'/8 14-16d 2-10d x 1'/2 225 2,015 2,280 FIGURE "UR/L SERIES HANGER (see Tabli 8) • TABLE 8 -ALLOWABLE LOADS FOR THE SUR/L AND SUR/LC SERIES JOIST HANGERS MODEL DIMENSIONS' (inches) FASTENERS2 (Quantity -Type) ALLOWABLE LOADS3.4,6 (lbs) NO. W H B Al A2 Header Joist Uplif a CD= 1.6 CD= 1.0 Download CD= 1.15 CD= 1.25 SUR/1_24 19/,8 3'/,6 2 1'/e 1%4 4-16d 4-10d x 11/2 450 575 650 705 SUR/1_26 19/18 5 2 11/8 11/4 6-16d 6-10d x 11/2 735 865 980 1,055 SUR/1-26-2 31/8 415/,8 25/8 02 23/8 8-16d 4-16dx1'/2 815 1,150 1,305 1,400 SUR/1-210 19/18 83/,6 2 11/8 11/4 10-16d 10-10d x 1'/2 1,250 1,440 1,630 1,760 SUR/1_214 19/18 10 2 11/8 11/4 12-16d 12-10d x 02 2,165 1,730 1,955 2,110 SUR/L210-2 31/e 811/,6 25/8 1'/2 23/6 14-16d 6-16d x 2'/2 1,300 2,015 2,280 2,465 SUR/1-2.56/9 29/16 813/18 33/,8 1'/6 2'/8 14-16d 2-10d x 1'/2 225 2,015 2,280 2,465 SUR/L2.56/11 29/,6 113/,6 33/,8 1'/6 2'/e 16-16d 2-10d x 02 225 2,305 2,610 2,665 SUPJL414 39/,6 12'/2 25/8 1 23/8 18-16d 8-16d x 2'/2 1,770 2,500 2,500 2,500 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figure 8 (this page) for definitions of hanger nomenclature (W, H, B). These hangers have a 45° skew. 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4SUR/L series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. 5Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. SThe 2-2x and 4x SUR/L models are available with the A2 flanges concealed and are specified with the model designation SUR/LC. ESR -2549 Most Widely Accepted and Trusted Page 9 of 14 TABLE 9 --ALLOWABLE LOADS FOR THE HSUR/L AND HSUR/LC SERIES JOIST HANGERS MODEL DIMENSIONS' (inches) •• • 6• FASTENERS= (Quantity -Type) ALLOWABLE LOADS''` (Ibs) NO. W H B Al A2 Header Joist Uplift° Download Co= 1.6 CD= 1.0 CD= 1.15 CD= 1.25 HSUR/L26-2 3'/e 415/,8 2'/18 1'% 23/,8 12-16d 4-16dx2'/2 815 1,790 2,000 2,000 HSUR/L210-2 3'/e 811/,e 27/18 1'% 23/18 20-16d 6-16dx2'/2 1,300 2,980 3,360 3,620 HSUR/L214-2 3'/a 12"/,8 2'/18 1'% 23/,8 26-16d 8-16dx2'/2 1,800 3,875 4,370 4,705 HSUR/L46 39/,8 43/4 2'/18 1 23/,8 12-16d 4-16d 815 1,790 2,000 1 2,000 HSUR/L410 38/,8 81/2 2'/,e 1 23/,8 20-16d 6-16d 1,300 2,980 3,360 3,620 HSUR/L414 39/7. 121/2 2'/18 1 23/,8 26-16d 8-16d 1,800 3,875 4,370 1 4,705 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'Refer to Figure 9 (this page) for definitions of hanger nomenclature (W, H, B). These hangers have a 45° skew. 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4HSUR/L series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. 5A11owable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. SThe 2-2x and 4x HSUR/L models are available with the A2 flanges concealed and are specified with the model designation HSUR(" • • 6666 W 1 FIGURE 9—HSUR/L SERIES HANGER 6600•• 6 •••0•• ••00•• ••6•• • 6666• ••00.0 • •• • 6• • 6666•• •• • • 6666•• • • • 66.66• 6666 • 6666•• •• • 6666•• • 6600•• 6 •••0•• ••00•• ••6•• • 6666• ••00.0 • ESR -2549 Most Widely Accepted and Trusted Page 10 of 14 TABLE 10A -DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR HTU SERIES HANGERS ('/2 Inch Maximum Gap between Supporting Member and Supported Member- Maximum Number of Nails into Supporting Member) MODEL No. DIMENSIONS' (inches) FASTENERS` (Quantity -Type) e,e ALLOWABLE LOADS (lbs) W H B Into Supporting Member Into Supported Member Uplifte Download Co=1.6 C11=0.9 Co=1.0 C6=1.15 Cel.25 Co=1.6 Single 2X Sizes HTU26 (1/2" Gap - Min Nail)' 15/e 15/8 57/,e 5'/,a 3'!2 3'!2 20-16d 20-16d 11-10dx1'/2 14-10dx1'12 670 1,175 2,660 2,660 2,735 2,940 2,735 3,100 2,735 3,100 2,735 3,100 HTU26 ('/2" Gap - Max Nail)2 15/a 57/,e 3'/2 20-16d 20-10dxl'/2 1,215 2,660 2,940 3,340 3,600 3,760 HTU28 (1/2" Gap - Min Nail)' 15/a 71/1e 3'/2 26-16d 14-10dx1'12 1,125 3,460 3,770 3,770 3,770 3,770 HTU28 (1/2" Gap - Max Nail)2 15/a 7'/,e 3'/2 26-16d 26-10dxl'/2 1,920 3,460 3,820 4,340 4,680 5,015 HTU210 ('/2" Gap - Min Nail)' 15/8 Ofl 32-16d 14-10dxl'/2 1250 3,600 3,600 3,600 3,600 3,600 HTU210 ('/2" Gap - Max Nail)2 15/8 32-16d 32-10dxl'/2 3255 4,255 4,705 5,020 5,020 5,020 Double 2X Sizes HTU26-2 (1/2" Gap - Min Nail)' 35/,a 5'/1g 31/2 20-16d 14-10d 1,515 2,660 2,940 3,340 3,500 3,500 HTU26-2 (1/2" Gap - Max Nail)2 35/16 5'/18 3'/2 20-16d 20-10d 1 „910 2,660 2,940 3,340 3,500 3,500 HTU28-2 ('/Z' Gap - Min Nail)' 35/,e 7'/,e 31/2 26-16d 14-10d 1490 3,460 3,820 3,980 3,980 3,980 HTU28-2 (1/2" Gap - Max Nail)2 35/16 7'/16 31/2 26-16d 26-10d 3,035 3,460 3,820 4,340 4,680 5,555 HTU210-2 ('/2" Gap - Min Nail)' 35/18 9'/16 3'/2 32-16d 14-10d 1,755 4,255 4,255 4,255 4!266• 4,255 HTU210-2 (1/2 Gap - Max Nail)2 135/1' 1 91/18 1 31/2 L 32-16d 32-10d 1 3,855 4,255 4,705• 5 5'7617• 6,476' For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. •' • • . • • • . • •••••• •• • •••••• 'The suffix '(1/2" Gap - Min Nail)' corresponds to installed conditions where the gap between the supporting membpL gr�c`gupported member is mere • than '/a inch (3.2 mm) and less than or equal to 1/2 inch (12.7 mm), and at a minimum, the number of nails specified in she table above' re install" • • � into the supported wood truss. Refer to Figure 1013 on page 13 for a typical installation detail. • • • • • 0:0 2The suffix '('!2" Gap - Max Nail)' corresponds to installed conditions where the gap between the supporting membef Srtdsupport6d member is mbV. than '/8 inch (3.2 mm) and less than or equal to 1/2 inch (12.7 mm), and all of the pre -punched nail holes in the"ehTed portion o# the hanger* • • supporting the truss (joist) are filled with nails. This is designated in the table as "Max Nail" and is shown in Figure 196 op page 13. • • . . • . • .. 'Refer to Figure 10A for definitions of hanger nomenclature (VV, H, 13). 000000 `Allowable loads correspond to installations where the maximum possible number of nails is driven into the supporting member. Refer to Section 3.J.3 • of this report for nail sizes and required minimum physical properties. • • : • . • : • • • • • STabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. • • • ; • • • ; 'Tabulated loads must be selected based on the applicable load duration factor, Co, as permitted by the applicableeburlding code. bee 6ections 4.1 • and 4.2 for design and installation requirements. • .. • 'HTU series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm), for joists having a height no greater than the height (H) of the hanger. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabulated allowable uplift loads must be reduced proportionally when other load durations govem. ESR -2549 Most Widely Accepted and Trusted . Page 11 of 14 TABLE 10B -DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR HTU SERIES HANGERS (14 Inch Maximum Gap between Supporting Member and Supported Member- Maximum Number of Nails into Supporting Member) MODEL No. DIMENSIONS' (Inches) FASTENERS` (Quantity -Type) ALLOWABLE LOADS 6'6'' (IbS) W H B Into Supporting Member Into Supported Member Uplift$ Download Co=1.6 CD -0.9 C,)=1.0 Co=1.15 Co=1.25 Cp=1.6 Single 2X Sizes HTU26 ('/6" Gap -Min Nail)' 15/6 15/$ 57/,6 57/,6 3'/2 3'/2 20-16d 20-16d 11-10dxl'/2 14-10dxl'/2 730 1,250 2,660 2,660 2,940 2,940 3,045 3,200 3,045 3,200 3,045 3,200 HTU26 ('/6" Gap - Max Nail)' 15/$ 57/,6 3'/2 20-16d 20-10dxl'/2 1,555 2,660 2,940 3,340 3,600 4,010 HTU28 ('/$" Gap - Min Nail)' 15/6 7'/,6 3'/2 26-16d 14-10dxl'/2 1,235 3,460 3,820 3,895 3,895 3,895 HTU28 (/e Gap - Max Nail)' 15/$ 7/,6 3'/2 26-16d 26-10dxl'/2 2,140 3,460 3,820 4,340 4,680 5,435 HTU210 (1/6" Gap - Min Nail)' 15/$ 91/,6 3'/2 32-16d 14-10dx11/2 1,330 4,255 4,355 4,355 4,355 4,355 HTU210 (1/6" Gap - Max Nail)' 15/$ 91/16 31/2 32-16d 32-10dxl'/2 3,315 4,255 4,705 5,345 5,760 5,995 Double 2X Sizes HTU26-2 ('/6" Gap - Min Heel)' 3'/,6 57/,6 31/2 20-16d 14-10d 1,515 2,660 2,940 3,340 3,600 3,910 HTU26-2 ('/6" Gap - Max Nail)' 35/16 57/16 31/2 20-16d 20-10d 2,175 2,660 2,940 3,340 3,600 4,485 HTU28-2 ('/6" Gap - Min Nail)' 35/,6 7'/,$ 3'/2 26-16d 14-10d 1,530 3,460 3,820 4,310 4,310 4,310 HTU28-2 ('/6" Gap - Max Nail)' 35/,e 71/,6 3'/2 26-16d 26-10d 3,485 3,460 3,820 4,340 •I 6�9 • 5,859 • HTU210-2 (1/6" Gap- Min Nail)' 35/,6 9'/,6 3'/2 32-16d 14-10d 1,755 4,255 4,705• 04,8':5 468$15• 4,815 HTU210-2 (1/6" Gap - Max Nail)' 35/,6 9'/,$ 3'/2 32-16d 32-10d 1 4,110 1 4,255 4,705• • 2,S45 5060• 7,20Q' For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. ' • • • • • 0 :9000: i 0 0 'The suffix '('/6" Gap - Min Nail)' corresponds to installed conditions where the gap between the supporting memb2: ;rS'Upport(�Jbdoit'truss is,'16.. • inch (3.2 mm) or less, and at a minimum, the number of nails specified in the table above are installed into the sup P�r: �d�v�ood trust. Refer to Figyr�: • • 1013 for a typical installation detail. • • • • • 'The suffix '('/6" Gap - Max Nail)' corresponds to installed conditions where the gap between the supporting membb? arfd'supported',Aodb truss is!l 0: 0 inch (3.2 mm) or less, and the all of the pre -punched nail holes in the U-shaped portion of the hanger supporting tie Ore" joist) are filled with nails. • This is designated in the table as "Max Nail" and is shown in Figure 10B on page 13. . • • • • .. • . • 'Refer to Figure 10A for definitions of hanger nomenclature (W, H, B). • • • • •' `Allowable loads correspond to installations where the maximum possible number of nails is installed into the supportirwg member. Refer to Section• • • • 3.2.3 of this report for nail sizes and required minimum physical properties. " • 0 :0: 0 'Tabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. • • • 6Tabulated loads must be selected based on the applicable load duration factor, CD, as permitted by the applicable building code. See Sections 4.1 and 4.2 for design and installation requirements. 'HTU series hangers provide torsional resistance, which is defined as a mome which the lateral movement of the top or bottom of the joist with respect to its greater than the height (H) of the hanger. 'Allowable uplift loads have been increased for wind or earthquake loading with be reduced proportionally when other load durations govern. nt of not less than 75 pounds (334 N) times the depth of the joist at vertical position is 0.125 inch (3.2 mm), for joists having a height no no further increase allowed. The tabulated allowable uplift loads must ESR -2549 Most Widely Accepted and Trusted Page 12 of 14 TABLE 10C—DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR HTU SERIES HANGERS — ALTERNATE INSTALLATION (1/2 Inch Maximum Gap between Supporting Member and Supported Member - Minimum Number of Nails into Supporting Member) For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 'The suffix '('/2" Gap — Min Nail)' corresponds to installed conditions where the gap between the supporting member and supported member is more than 1/g inch (3.2 mm) and less than or equal to 1/2 inch (12.7 mm), and at a minimum, the number of nails specified in the table above are installed into the supported wood truss. Refer to Figure 10C for an alternate installation detail. 2The suffix '(1/2" Gap — Max Nail)' corresponds to installed conditions where the gap between the supporting member and supported member is more than '/$ inch (3.2 mm) and less than or equal to 1/2 inch (12.7 mm), and the all of the pre -punched nail holes in the U-shaped portion of the hanger supporting the truss (joist) are filled with nails. This is designated in the table as "Max Nail" and is shown in Figure 10C. 'Refer to Figure 10A for definitions of hanger nomenclature (W, H, B). 'Allowable loads correspond to installations where the minimum allowable number of nails is installed into the supporting member. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 5Tabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. 'Tabulated loads must be selected based on the applicable load duration factor, Co, as permitted by the applicable building code. 9sesSections 4.1 and 4.2 for design and installation requirements. •00000 'HTU series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334-T tirnep the depJq of the joist at •' which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm l,for joists having: freight no • • � • tgreater than the height (H) of the hanger. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabUfElted allowablta uplift Ioals • • • ; must be reduced proportionally when other load durations govern. • • • • • • • • • • • • DIMENSIONS' FASTENERS' ALLOWABLE LOADS `'''' (IbS) (inches) (Quantity -Type) MODEL No. 1,2 Into Into Uplift° Download Wd H B Supporting Supported Member Member Cp=1.6 Cp=0.9 Co=1.0 Cp=1.15 Co=1.25 Cp=1.6 HTU26 (1/2" Gap — Min Nail)' 15/,, 5'/,e 3'/2 1 10-16d 14-10dxl'/2 925 1,330 1,470 1,670 1,800 2,040 HTU26 ('/2" Gap — Max Nail)' 15/8 57/,8 31/2 10-16d 20-10dxl'/2 1 1,310 1,330 1,470 1,670 1,800 2,250 HTU28 ('/2" Gap — Max Nail)' 15/8 71/,e 3'/2 20-16d 26-10dxl'/2 1,920 2,660 2,940 3,340 3,600 3,905 HTU210 (1/2" Gap — Max Nail)2 15/8 9'/,e 31/2 20-16d 32-10dx11/2 2,880 1 2,660 1 2,940 1 3,340 1 3,600 3,905 For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 'The suffix '('/2" Gap — Min Nail)' corresponds to installed conditions where the gap between the supporting member and supported member is more than 1/g inch (3.2 mm) and less than or equal to 1/2 inch (12.7 mm), and at a minimum, the number of nails specified in the table above are installed into the supported wood truss. Refer to Figure 10C for an alternate installation detail. 2The suffix '(1/2" Gap — Max Nail)' corresponds to installed conditions where the gap between the supporting member and supported member is more than '/$ inch (3.2 mm) and less than or equal to 1/2 inch (12.7 mm), and the all of the pre -punched nail holes in the U-shaped portion of the hanger supporting the truss (joist) are filled with nails. This is designated in the table as "Max Nail" and is shown in Figure 10C. 'Refer to Figure 10A for definitions of hanger nomenclature (W, H, B). 'Allowable loads correspond to installations where the minimum allowable number of nails is installed into the supporting member. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 5Tabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. 'Tabulated loads must be selected based on the applicable load duration factor, Co, as permitted by the applicable building code. 9sesSections 4.1 and 4.2 for design and installation requirements. •00000 'HTU series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334-T tirnep the depJq of the joist at •' which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm l,for joists having: freight no • • � • tgreater than the height (H) of the hanger. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabUfElted allowablta uplift Ioals • • • ; must be reduced proportionally when other load durations govern. • • • • • • • • • • • • FIGURE 10A-HTU SERIES HANGER FIGURE 10113—TYPICAL HTU INSTALLATION FIGURE 10C—,ALTERNATE HTU INSTALLATION • FIGURE 10A-HTU SERIES HANGER FIGURE 10113—TYPICAL HTU INSTALLATION FIGURE 10C—,ALTERNATE HTU INSTALLATION ESR -2549 Most Widely Accepted and Trusted Page 13 of 14 TABLE 11—DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR LUCZ SERIES HANGERS For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 'Allowable loads correspond to installations where all pre -punched nail holes in the hanger are filled with nails. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 2Tabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. 3Tabulated loads must be selected based on the applicable load duration factor, Co. as permitted by the applicable building code. See Sections 4.1 and 4.2 for design and installation requirements. `The maximum allowable gap between the joist end and the supporting member is 118 inch (3.2 mm). SLUCZ series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm), for nominal 2x6 foists supported by the LUC26Z and nominal 2x10 joists supported by the LUC210Z. • *be* • Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowedAThe tabulated allw•able uplifts • • • • • loads must be reduced proportionally when other load durations govern. • • • • ; Y Y . • • •••••• •• • •406.0 • 0000•• 0000 • • • • • • 6460•• t••• • 0000• Y••••• •• • 09.00 •• •• •• • 0000•• so 0 • 0000•• • • • • • • 0000•• 0000•• FIGURE 11— LUCZ SERIES HANGER AND INSTALLATION DETAIL DIMENSIONS (inches) FASTENERS' (Quantity -Type) ALLOWABLE LOADS 2.3.4.5 (Ibs) MODEL No. W H Into Supporting Member Into Supported Member Uplift" Download Co=1.60 Co =0.9 Co =1.0 Co =1.15 Co =1.25 Co =1.60 LUC26Z 18/,6 43/, 6 - 10dx11/, 4 - 10d x 1'/, 730 640 710 810 875 1,100 6-10d 730 640 710 810 875 1,100 6-16d 730 760 845 965 1,040 1,315 LUC210Z 19/,, 73/, 10- 10d x 1'/Z 6 - 10d x 02 1,100 1,065 1,185 1,345 1,455 1,830 10 - 10d 1,100 1,065 1,185 1,345 1,455 1,830 10-16d 1,100 1,270 1,410 1 1,605 1,735 2,190 For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 'Allowable loads correspond to installations where all pre -punched nail holes in the hanger are filled with nails. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 2Tabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. 3Tabulated loads must be selected based on the applicable load duration factor, Co. as permitted by the applicable building code. See Sections 4.1 and 4.2 for design and installation requirements. `The maximum allowable gap between the joist end and the supporting member is 118 inch (3.2 mm). SLUCZ series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm), for nominal 2x6 foists supported by the LUC26Z and nominal 2x10 joists supported by the LUC210Z. • *be* • Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowedAThe tabulated allw•able uplifts • • • • • loads must be reduced proportionally when other load durations govern. • • • • ; Y Y . • • •••••• •• • •406.0 • 0000•• 0000 • • • • • • 6460•• t••• • 0000• Y••••• •• • 09.00 •• •• •• • 0000•• so 0 • 0000•• • • • • • • 0000•• 0000•• FIGURE 11— LUCZ SERIES HANGER AND INSTALLATION DETAIL ESR -2549 Most Widely Accepted and Trusted Page 14 of 14 TABLE 12 -ALLOWABLE LOADS FOR THE HGUS SERIES JOIST HANGERS6 Model No. DIMENSIONS' FA5TENERS2 Uplift 6 ALLOWABLE LOADS Download W H B Header Joist Co = 1.6 Co = 1.0 Co = 1.15 Co = 1.25 HGUS26-2 3'/,g 5'/16 4 20-16d 8-16d 2,155 4,355 4,875 5,230 HGUS28-2 3'/,, 73/,6 4 36-16d 12-16d 3,235 7,460 7,460 7,460 HGUS210-2 3'/,6 93/,6 4 46-16d 16-16d 4,095 9,100 9,100 9,100 HGUS46 35/g 51/4 4 20-16d 8-16d 2,155 4,355 4,875 5,230 HGUS48 35/g 7 4 36-16d 12-16d 3,235 7,460 7,460 7,460 HGUS410 35/g 9 4 46-16d 16-16d 4,095 9,100 9,100 9,100 HGUS412 35/g 10'/,6 4 56-16d 20-16d 5,045 9,600 9,600 9,600 HGUS414 35/8 127/,6 4 66-16d 22-16d 5,515 10,100 10,100 10,100 HGUS26-3 415/,6 57/,6 4 20-16d 8-16d 2,155 4,355 4,875 5,230 HGUS28-3 415/ig 73/16 4 36-16d 12-16d 3,235 7,460 7,460 7,460 HGUS210-3 47s116 93/,6 4 46-16d 16-16d 4,095 9,100 9,100 9,100 HGUS212-3 415/,6 10'/4 4 56-16d 20-16d 5,045 9,600 9,600 9,600 HGUS214-3 415116 123/4 4 66-16d 22-16d 5,515 10,100 10,100 6041,0,100 HGUS26-4 69/16 57/16 4 20-16d 8-16d 2,155 4,355.- .-.4,875 •••5,230 HGUS28-4 69/16 73/,6 4 36-16d 12-16d 3,235 7,460 7,460 • w w • 7!160 HGUS210-4 69/16 93/16 4 46-16d 16-16d 4,095 9,10000 ;..9,100 •9,100 HGUS212-4 69/16 109/,6 4 56-16d 20-16d 5,045 9,600. • • • x9,600 ..9,ji00 0000•• • • 00,00• s • •0000 goose • HGUS214-4 69/16 129/16 4 66-16d 22-16d 5,515 10,100 10,100 10,100 • • 0000• For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. • • ° ° • • 'Refer to Figure 12 (this page) for definitions of hanger nomenclature (W, H, B). 000000 • 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. : • : • • 0000 • 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building cede. . ; ° ° ° ° • • e `Joist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to%jiEve� abulatec�l094S. :*so*: 6Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable upiifMlo ads rust be reduced when other load durations govern. 6HGUS series hangers provide torsional resistance, which is defined as the moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125" (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. e• G � ° e • � ° J J � � e FIGURE 12-HGUS SERIES JOIST HANGER ai i► hb 4 CJ Straps & nes Twist straps provide a tension connection between two wood members. They resist uplift at the heel of a truss economically. LTS/ NITS have a 2` bend section and HTS has a 3311,' bend section that eliminates interference at the trznsitien points betviee7 the two members. MATERIAL: LTS-18 gauge; MTS -16 gauge; HTS -14 gauge FINISH: Galvanized. Some products available in stainless steel and ZMAX® coating; see Corrosion Information, pages 13-15. INSTALLATION: • Use all specified fasteners. See General Notes. • LTS. NITS and HTS are available with the bend reversed. Specify '-REV' after the mode! rumnr. such as fbITS16-REV CODES: See page 12 for Code Reference Key Chart. -i These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. P These products are approved for installation with the Strong -Drive® SD Connector screw. See page 27 for more information. f 0 1' LTS12 Tip. (MTS and HTS similar) L o' II Y4, Model No. L Fasteners 10d 10dx1'h OF/SP Allowable Uplift Loads 10d 10dx1% (160) (160) SPF/HFAllowable UpLoads 10d 10dx114 (160) (160) Cade Ref. LTS12 12 12-10d 12-10dx1'k 775 720 665 620 LTS16 16 12-10d 12-10dx1'k 775 720 665 620 117 ) LTS18 18 12-10d 12-10dx1'k 775 720 665 620 L6,f16 LTS20 20 12-10d 12-10dx 775 720 665 620 1 MT 12 14-10d 14-10dx1% 1000 1000 860 860 117, L5 I MTS16 16 14-10d 14-10dx1'fz 1000 1000 860 860 L6,F16 MTS18 18 14-10d 14-10dx1 % 1000 1000 860 860 117, L6, F16 MTS20 20 14-10d 14-10dx1'f 1000 1000 860 860 117, L5, L6, F76 MTS30 30 14-10d 14-10dx1'fh 1000 1000 860 860 117, L6, F16 MTS24C 24 14-1Od 14-10dx1'l4 1000 1000 860 860 MTS30C 30 14-10d 14-10dx134 1000 1000 860 860 F26 HTS16 16 16-10d 16 10dx1'k 1260 1150 1085 990 HTS20 20 20 10d 24-10dx1'r4 1450 1450 1245 1245 HTS24 24 20-10d 24-10dxl% 1450 1450 1245 1245 117,L F 66 HTS30 30 20-10d 24-10dx11i 1450 1450 1245 1245 HTS30C 30 20-10d 24-10dx1h 1450 1450 1245 1245 I. Loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. LTS12 thru LTS20, MTS16 through MTS30, HTS24 through HTS30C (except HTS30) have additional nail holes. 3. Install half of the fasteners on each end of strap to achieve full loads. 4. All straps except the MTS30 and HTS30 have the twist in the center of the strap. 5.Twist straps do not -have to be wrapped over the truss to achieve the load. 6. May be installed on the inside face of the stud. 7.Allowable lateral loads are Ft = 75 lbs. and F2 = 125 lbs. when the following installation requirements are met. The first 7 nail holes each side of the bend must be filled with 10dx1'/z minimum nails. All additional fasteners may be installed in any remaining strap holes. 8. NAILS: 10d = 0.148' dia. x 3' long, 10dx1'/x = 0.148' dia. x 1 %i long. See pages 22-23 for other nail sizes and information. Typical MTS30 Installation UPDATED 03/27115 I�yi 1Yrr MTS30 •0••NTS30f•0000 (HTS30 similar) . 0(14 S30C sigl1r) MTS Installation as a Truss -to -Top Plate Tie MTS30 Installation with I -joist Rafter C d Wood Construction Connectors CODE REPORTS Code Reference Column in Load Tables CODE REFERENCE KEY CHART The alpha -numeric "Code Reference numbers" that appear in the "Code Reference" FLJJ% CODE CODE column in load tables throughout this catalog are intended to identify products listed AGENCY LISTING FIER in evaluation agency reports, typically called "code reports", and the specific reports • • FIL10801•4 F12 that cover them. The letter designates which evaluation agency from which the FL10446 ESR -1161 11 report was obtained. The Code reference column, used in conjunction with the chart F14 ESR -2203 12 at right, indicates which code listing applies to a product. The reference numbers ESR -1622 13 also clearly identify: Fii.10160 ESR -2105 14 • Products submitted for evaluation report listing (160) F18 ESR -2236 15 • Products with no evaluation report listing (170) ESR -2330 16 • Products not submitted because they have no load rating and 01-11166 ESR -2549 17 an evaluation report listing is not necessary (180) F22 ESR -2551 18 • Products that meet prescriptive or conventional construction ESR -2552 19 code requirements (190) FL11478 ESR -2553 110 • Product is tested per code; testing is not required (200) F26 ESR -2554 111 Where a model has been submitted for listing (160) or does not have an evaluation ESR -2604 112 report listing (170), Simpson Strong -Tie can supply complete test data to support FL13326 ESR -2605 113 our published loads. Please contact us for a copy of our product test documentation ICC -ES ESR -2606 114 at (800) 999-5099. Product acceptance may be obtained through the Alternate ESR ESR -2607 115 Methods and Materials section of the applicable building code. FL14511 ESR -2608 116 Some loads and applications may not be covered in the code report and specific F34 ESR -2613 117 reductions and restrictions may be required by other product evaluation agencies. Submitted ESR -2614 118 Visit www.strongtie.com or visit the product evaluation agencies' web sites for the Status and 160 current evaluation reports. ESR -2615 119 170 Listing ESR -2616 120 Simpson Strong -Tie® products are listed by several product evaluation agencies. ESR -2877 121 Agencies that list our products include ICC -ES; IAPMO UES; UL, FM, the City of Los Angeles, California; and State of Florida. ESR -2555 122 ESR-2611 123ES Simpson Strong -Tie currently maintains more than 60 ICC -ES ESR and IAPMO U ESR -3046 124 ER reports evaluated to the 2006/2009/2012 IBC and IRC. We continue to submit product information to ICC -ES in order to update reports or receive additional ESR -2920 125 reports for products in compliance with the latest codes. ESR -2320 126 To quickly determine which of our stamped and welded connector products are ESR -3096 127 listed in ESR reports, we have obtained ICC -ES ESR -2523 index report. This report ESR -3050 128 is a reference document to other ESR reports held by Simpson Strong -Tie and will be updated frequently by ICC -ES as new stamped and welded connector RR 25711 L1 evaluation services reports are issued. Please visit www.strangtie.com for the RR 25712 L2 latest information or contact ICC Evaluation Service at www.kc-es.org. RR 25713 L3 IAPMO Uniform Evaluation Service has been evaluating products for more than 80 RR 25714 L4 years and has the same ANSI accreditation as ICC Evaluation Service for evaluating t. 1 1 L5 structural building products to the building codes. IAPMO UES began evaluating RR 25718 L6 structural building products in 2004, utilizing licensed structural engineers to RR 25719 L7 perform quality reviews. To quickly determine which of our stamped and welded connector products are listed in ER reports, we have obtained IAPMO UES ER -102 RR 25720 L8 index report, which will be updated frequently as products are added to ERs. Please RR 25725 L9 visit www.strongtie.com for the latest information or contact IAPMO Uniform RR 25726 L10 Evaluation Service at www.iapmoes.org. RR 25800 Lll In November 2010, the California Division of the State Architect, issued a revised RR 25801 L12 IR 23-1. The revised Interpretation of Regulation (IR) addresses and clarifies issues City of IF 1)54r2 .13 relating to Pre -fabricated Wood Construction Connectors. IR 23-1 defines the Los RR 25803 L14 Purpose and Scope and clarifies Listing Requirements, Acceptable Load Capacities, Angeles, California RR 25804 L15 Design Requirements, Installation Requirements Connector Fabrication (which RR 25806 L16 addresses corrosion resistant material and/or coatings), and testing requirements. Also IRA -5, updated in October 2012, addresses product and evaluation report RR 25807 L17 acceptance. Please contact the DSA at www.dsa.dgs.ca.gov/publications/detault.htm RR 25814 L18 for more information. RR 25818 L19 On October 1, 2003, the State of Florida's Statewide Product Approval System RR 25827 L20 became effective. The purpose of this system is to provide a single product evaluation RR 25828 L21 and approval system that applies statewide to operate in coordination with the RR 25851 L22 Florida Building Code. This Florida product evaluation and approval system is 3E 1113 governed by Florida Statutes, Chapter 553, Section 553.842. Since this law specifies jR2E , - , that the product approval system is to apply statewide, Notice of Acceptance is no W2' L25 longer necessary where a product has a statewide approval that is applicable in the High Velocity Hurricane Zone (HVHZ) and is installed in accordance with its NN i �ti conditions of use. RF , 121 IAPMO UES ER ER -112 1131 ER -130 IP2 ER -143 IP3 ER -192 IP4 ER -262 IP5 ER -2&0 P6 FL10849 F1 FL10852 F2 FL10854 F3 FL11496 F4 FL10441 F5 FL10655 F6 FL10447 F7 FL10531 F8 No Load _ 180 Rating ... I — I 190 Code To access pertinent code reports related to Simpson Strong -Tie® products, you " Because code reports can be issued throughout the year, we encourage can access our Code Report Finder Software at www.strongtie.com/software. the user to visit www.strongtie.com, www.icc-es.org, www.iapmoes.org, www.ladbs.org, www.dsa.dgs.ca.gov, and www.floridabuilding.org for the most current information, call Simpson Strong Tie at 800-999-5099, or 12 contact the code agency directly. FLJJ% F9 F`LJ% JJ F10 • • • FL10860 F11 • • FIL10801•4 F12 • FL10446 F13 • • FL15895 F14 • a • FLO664 F15 1�1_10456 F16 : • : Fii.10160 F17 State of FL%%6? F18 ra • 4. FL10896 F19 EW568: F20 • 01-11166 F21 • • FJ_111 (V F22 FLT11168 F23 FL13904 F24 FL11478 F25 FL11470 F26 FL11473 F27 FL12708 F28 FL13326 F29 FL13628 F30 FL14101 F31 FL13975 F32 FL14511 F33 FL15957 F34 rL?155 G'5 Submitted Call us for for Listing Status and 160 Test Data No Code Call us for 170 Listing Test Data No Load _ 180 Rating ... I — I 190 Code To access pertinent code reports related to Simpson Strong -Tie® products, you " Because code reports can be issued throughout the year, we encourage can access our Code Report Finder Software at www.strongtie.com/software. the user to visit www.strongtie.com, www.icc-es.org, www.iapmoes.org, www.ladbs.org, www.dsa.dgs.ca.gov, and www.floridabuilding.org for the most current information, call Simpson Strong Tie at 800-999-5099, or 12 contact the code agency directly. SkyRock..Engineering, Inc is 1e _e. :_ 1 .If gam= _ _-_I___-_._., WWW.sxyrocxeng.com STRUCTURAL • ��` •C Py SMITH-GILLESME RESIDENCE - REAR ,ADD AT 358 N EET MIAMI SH E IDA 33138 PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 JUL 10 M5 0000.. .. 0000.. 0000 0000 .- 0000.. 0000.. Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. . 0 0 0 0 . co MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterorises.com Date 3/27/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15018) Smith -Gillespie Residence\CALC\WIND.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of Basic Wind Speed(V) = 175.00 mph .6 Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg At = 900.00 ft = 0.11 Bt Am - 1.00 = 0.15 Bm Cc - 0.65 = 0.20 1 Epsilon = 0.20 Zmin = 500.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) - 15.00 ft = 14.00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 14.00 ft OR: Roof Overhang at Eave= 0.67 ft Roof Area- 158.00 ft,,2 - Bldg Length Along Ridge = 22.67 ft Bldg Width Across Ridge= 15.50 ft Gust Factor Category I Rigid Structures - Simplified Method •••• Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85p.8 5 •••� .: ... ••��•• Gust Factor Category II Rigid Structures- Complete Analysis•����• •• •••••• Zm: 0.6*Ht ...••• = 15.00 ft •••••• lzm: Cc*(33/Zm)^0.167 .•=••.0.23•••x• • Lzm: 1*(Zm/33)^Epsilon •=•327.06' ••:••• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 ft ••0 ";0.95 " "• ••••• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) ••-•• 0.90 �••• •0.0:0 Gust Factor Summary 0000.. ' ' • • • Not a Flexible Structure use the Lessor of Gustl or Gust2-.0.83 0000•• • . - 0000.. 0000.. Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi �..••: • • GCPi Internal Pressure Coefficient Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z = 4.95 = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 15.5 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) = 1.46 = 36.38 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.38 psf ps: Side wall pressure acting uniformly outward = .59 * ph = 21.33 psf pl: Leeward wall pressure acting uniformly outward = .33 * ph= 11.97 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.40 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.40 psf MWMS-Wall Pressures for Wind Normal to 22.67 ft wall L/B = 0.68 _1 5.12 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl. = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Walt Pressures See Table 27.6-1 Roof Pressures See Table 27.6-2 Mean roof ht. Wind Plan . . 0000.. 0000.. Elevation �. 0000 Net Wind Pressures on Roof (Table 27.6-2):'•;••; .. 0. Exposure Adjustment Factor .64:000 Zone Load Casel Load Case2 Psf Psf ---------- 1-35.37 _1 5.12 2 -24.35 -7.17 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 . . 0000 0000.. 0000 1.000 0000. • 0 .00 • • Note: A value of 10' indicates that the zone/load case is not applicable. En 0000.. 0000.. . 0 0 0 0 . 0000. 0000. 0000.. 00.00. 0000.. Gabled Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1• Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2• Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 ;+- t�rncegena CV,%ft% tnkl- Ion 4 3 {ST 3 ; PI Wind Direction _ -26.53 psf _ -27.03 psf = 3.84 psf _ .00 psf MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date : 3/27/2015 Project No. Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15018) Smith -Gillespie Residence\CALC\WIND.wnd Vno s , 1 151 a 3►?331 13 Walls Gable Roof 7 r B <= 45 0000 0 . 0 0 Wind Pressure on Components and Cladding (Ch :10 rJart'1). All pressures shown are based upon ASD Design, with a Load E*,aoctor of 006 000000 Description 10SF 10SF 10SF 10SF 10SF 25SF 25SF 25SF 25SF 25SF 50SF 50SF 50SF 50SF 50SF 100SF 100SF 100SF 100SF 100SF WINDOW WINDOW DOOR DOOR WALL Width of Pressure Coefficient Zone "a" = 3 ff_"'. :...:. Width Span Area Zone Max Min Max lf " %Min P' ft ---------------------------------- ft £t^2 GCp GCS psf ":"p'sf .. .0009" .. 0000 2.00 5.00 10.0 1 0.50 -0.90 27.x.'4:';43.13 ' 2.00 5.00 10.0 2 0.50 -1.70 27.'15 -075.01000:0 2.00 5.00 10.0 3 0.50 -2.60 2715.•111.0+1 2.00 5.00 10.0 2H 0.50 -2.20 19.93 +87.85• ••• 2.00 5.00 10.0 3H 0.50 -3.70 19.97 -147.7••* : 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 5.00- 5.00 25.0 2 0.42 -1.50 23.98 -67.13 5.00 5.00 25.0 3 0.42 -2.36 23.98 -101.48 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 5.00 5.00 25.0 3H 0.42 -3.22 16.79 -128.68 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 5.00 10.00 50.0 3 0.36 -2.18 21.57 -94.26 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11 10.00 10.00 100.0 3 0.30 -2.00 19.17 -87.05 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 3.00 3.00 9.0 4 1.00 -1.10 47.12 -51.11 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09 6.67 3.00 20.0 4 0.95 -1.05 44.99 -48.99 6.67 3.00 20.0 5 0.95 -1.29 44.99 -58.84 2.00 9.33 29.0 4 0.92 -1.02 43.86 -47.85 0000.. 0000.. 0000.. 0000. 0000.. 0000.. 0000.. WALL 2.00 9.33 29.0 5 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd 0.92 -1.24 43.86 -56.57 0.85 39.93 psf . . .... ...... ...... .. ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... SkyRockEng neer, Inc_ CA No. 29652 www.skyrockeng.com SHEET No.: OF /O EMAIL: aimee@skyrockeng.com CALCULATED BY: Ti lL DATE: Phone: 786 285 7157 Fax: 305. 258 3345 71 -Ii3...... .. —e we 3 — �° �- PS F s • • •••• •••••• •••••• •• •••••• • •• •• •••• •••••• -Ii3...... .. —e we 3 — �° �- PS F s ®SkyRocki&Engineering. Inc ma CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305. 258 3345 JOB: SHEET No.: 7 OF �Ig CALCULATED BY: ---/ ' " `� DATE: Z 3 z. 3 71 l pS Y �--5 4,7(2 ?/3 '75,7 -75,7 i G �--5 4,7(2 ?/3 . . .... ...... • • • 0..... l �. • .7, •.•.•• �SkyRock,�Eng neerin�, Inc_ JOB: 'G�; CA No. 29652 www.skyrockeng.com SHEET No.: apF EMAIL: aimee@skyrockeng.com CALCULATED BY: DATE: �, S Phone: 786 285 7157 Fax: 305. 258 3345 .12 1(,7, 0,95 yRock�Engineering, Inc_ JOB: S' C -�;//, CA No. 29652 www.skymckeng.com SHEET No_: / OF EMAIL: aimee@skyrockeng.com CALCULATED BY: DATE.*V—/ Phone: 786 285 7157 Fax: 305. 258 3345 2-1 Z) Z4. 0 /7 7,5- 7):5 7):5 15 /7i . . . 0000 .. 0 7.�-� 0 00 0.. ... � l i •' . . :. ....• 0000 �. 00.00. 0000 :: .. 0000 ...... • 0 0AM•0 0. 575 (0-��p� 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. ®SkyRock,Eng neeri jn , Inc_ X06: S�%� ��%���-sh%e- CA No. 29652 www.skyrockeng.com SHEET No.: OF EMAIL: aimee@skyrockeng.com skyrockeng.com CALCULATED BY: DATE: - Phone: 786 285 7157 Fax: 305. 258 3345 _ 50 (J; �� 1 c� 3���a s � Ula �,2, 3 g . 31,7 � C J �1, X 1-50 55i� 3 /viz 9 'r69 � /,6 7 a�, l ,SkyRock �Engineer, ing, Inc_ JOB: �`l/` I1 s,�«l�e CA No. 29652 www.skyrockeng.com SHEET No.: ! OF l8 EMAIL: aimee@skyrockeng.com CALCULATED BY: _ DATE: Phone: 786 285 7157 Fax: 305. 258 3345 \� h� Ae,� %z�.l l6 . 12 55) S> = 4> 3 -76 0000.. 0000.. 0000 0000 0000.. 0000 0000.. 0000 0000 0 0 0 0 . . ... . . . .. ..... .. 0000.. 0000 0000.. . 0000• 0000 0000. . 0 ...• 0000.. 0 0 0 0 0 0 0000.. 0 00 0 0 .. 0000 . . . User. KW -0803206, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description TRELLIS Title: Dsgnr. Description: Scope: Timber Beam & Joist Job # 012— Date: 4:49PM, 27 MAR 15 Page 1 calc.ecw. Calculations Timber Member Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. A wood TRELLIS Timber Section 9.08 3x6 Beam Width in 2.500 Beam Depth in 5.500 Le: Unbraced Length ft 9.08 Timber Grade 2.47 Southern Pine, No.2 Fb - Basic Allow psi 1,200.0 Fv - Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor Bending OK 1.250 Member Type 9.0 Manuf/Pine Repetitive Status 218.8 No Center Span Data Span • • • • 9.08 Dead Load #/ft 0.00 Live Load 20.00 Results Ratio = 0.1332 Mmax @ Center in -k 2.47 @ X = ft 4.54 fb : Actual psi 196.2 Fb : Allowable psi 1,473.2 00.0.6 Bending OK fv : Actual psi 9.0 Fv : Allowable psi 218.8 Max. DL+LL lbs Shear OK Reactions • • • • @ Left End DL lbs 0.00 . . . .' LL lbs 90.80 " ' "' • • Max. DL+LL lbs 90.80 0 0 6.0 • • • • • • • • • @ Right End DL lbs 0.00 00.0.6 • • LL lbs 90.80 *000 Max. DL+LL lbs 90.80 ' eea• • eee•• Deflections Ratio OK • 0:0 • • 000000 • • • • • Center DL Defl in 0.000 •eeaae . • UDefl Ratio 0.0 • • • • Center LL Defl in -0.055 UDefl Ratio 1,975.6 e Center Total Defl in -0.055 • • • • • • • • • Location ft 4.540 ee UDefl Ratio 1,975.6 User. KW -0603206. Ver 5.8.0. 143ec-2003 (c)1953-2003 ENERCALC Ergrwwkg Saftwe Description TRELLIS BEAM Title: Dsgnr. Description Scope: Timber Beam & Joist Job # Date: 4:53PM, 27 MAR 15 1 Timber Member Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. 10 @ 16" O.0 2N Timber Section 4x10 Beam Width in 3.500 Beam Depth in 9.250 Le: Unbraced Length ft 9.40 Timber Grade 0.0728 ioudiem Pine, No.2 Fb - Basic Allow psi 1,050.0 Fv - Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1,295.2 1.250 Member Type Bending OK Manuf/Pine Repetitive Status 9.0 Repetitive Reactions Center Span Data Span ft 6.00 Dead Load #/ft Live Load #/ 87.20 Results Ratio = 0.0728 Mmax @ Center in -k 4.71 @ X = ft 3.00 fb : Actual psi 94.3 Fb : Allowable psi 1,295.2 LL lbs Bending OK fv : Actual psi 9.0 Fv : Allowable psi 218.8 "" ' Shear OK Reactions @ Left End DL lbs 0.00 . .... LL lbs 261.60 '• • 0 ...... Max. DL+LL lbs 261.60 • 0 • @ Right End DL lbs 0.00 0000•0 •• 0000•• LL lbs 261.60 • • . • . • • Max. DL+LL lbs 261.60 "" ' 0• Deflections Ratio OK ...... .... • • .... Center DL Defl in 0.000 • • • • 0000 00.0:0 L/Defl Ratio 0.0 • • • • • • • Center LL Defl in -0.007 : : • • Osseo • L/Defl Ratio 10,458.6 •' • • • • Center Total Defl in -0.007 • • • • • • • • • Location ft 3.000 • •' ;' j ' L/Defl Ratio 10,458.6 •' • jkyftck.Eng neerring, Inc_ JOB: s�; CA No. 29652 www.skyrockeng.com SHEET No.: 7` OF 49 EMAIL: aimee@skyrockeng.com CALCULATED BY: - DATE: !S Phone: 786 285 7157 Fax: 305. 258 3345 2 Z 7, S- 7 9,- -��.��sr �z 2 F0 � - W,,-� -0 -r,� /-� - C�- " c -, � 's /, " / - (��) �e 17 Z", , SkyRock.Engineerinq, -jOB; CA No. 29652 www.skyrockeng.00m SHEET No.: �5 OF EMAIL: aimee@skyrockeng.00m CALCULATED BY: DATE: Phone: 786 285 7157 Fax: 305. 258 3345 t V7, d SPsF SkyRock,�EngineerinQmmim, Inc_ SOB: Sin; _�;`/�s�i�- A5,veoe-,-a CA No. 29652 www.skyrockeng.com SHEET No.: %lo OF �8 EMAIL: aimee@skyrockeng.com CALCULATED BY: _ `` DATE: Phone: 786 285 7157 Fax: 305. 258 3345 ®SkyRock�Engineer ng, Inci6ammmm_ CA No. 29652 www.skyrockeng.com SHEET No.: 7 OF EMAIL: aimee@skyrodceng.com CALCULATED BY:. /G DATE: Phone: 786 285 7157 Fax 305. 258 3345 �rl�i..�-,%.-�G.C.•L-fir v 765" 6. �•� --/� - �-4 GAJ w••r. i•r • • s • 2- X74, 0 �. �506)P917 Of 1t- SkyRock,�Engineering, IncOR a JOB: CA No. 29652 www.skyrockeng.com SHEET No.: `O �i OF EMAIL: aimee@skyrockeng_com CALCULATED BY: � j` DATE: Phone: 786 285 7157 Fax: 305. 258 3345 to rl 457 A5 = �, P� �L Z ,r1 �, L .� �"►.. Q� �5...... ...... ..... • s) go 00 � w 2• ` • 2 ..... .. . •.n .. iLA 1 r7' , S: 0,TJAL= TRUSS I'fc.XE (6.�f?•9'��K� .,tcrsx-cCc:ccc�f cL�R FFE3&.WA CL FUC&CU-.��-1304-1 FLORIDA QUALITY TRUSS - 3635 PARK CENTRAL BLVD. NORTH POMPARO BEACH FL, 33044 E MAIL: F_LQT@BELLSOUTH.IVET City CIS u n tv. /�L ! % '� F C�4h F�tC loR f SUILDE :. F F C 0 ,0VS T €� Elevation: Lot/ Block J Ob ## STATEMENT: certif that the. engineering for the: trusses listed on the attached sealed indeX sheet have been designed and check6d fi r compliance with the Florida Building Cade -2014 The trusses have been designed to provide resistance to vvind and farces as regcfired by the fdIlovring provisions: (TRUSS LOADING CONNTIONS IROOF TRUSSES FLOOR TRUSSES lTOP CHORD LIVE LOAD 9'0 TOP CHORD UVE LOAD TOP -CHORD DEAD LOAD OP, CHORD DEAD LOAF} I BOTTOM CHORD LIME I'_.OAD --- BE. Tram CH0RI3 EFVE LOAD -FI OM SRI? DEQ LOAD /� E, 130TTOM CHORD, DEAD LOAD `BO `TOTAL LOA{,: TOTAL LOAD: IDURATION FACMR: / L.. ✓ DURAT 0M FAGTOR: 1 aRaiysis: ASCE7- 0 MPH ;ure •Category: (f- R�r�f [sleight: utec j i- rarn used for design: Lim! [ E Attached is a index sheet submitted in accordance with Florida State GIG1S-31.003. The Pages numbered.../l. ... / thrul._._.are photocopies of the original designed and -approved by me. As wittriess by my sear, I hereby certify that the above information is true and correct to the best of my knowledge and belief. A.YEKTA KAVASOGLU, P.E FL. REG.I#41310 - &S00 W.RODGERS CIRCLE 96000 BOCA RATON, FL 33487- . A KAVAS .��CENSF'oC�G,�''. lWo 4 10 s � OCT 2 8 201 ''r/°s/()NAL E���� N0. I TRUSS I.D 0 N0. I TRUSS I.D. N0. TRU; A.YEKTA KAVASOGLU, P.E FL. REGJf41310 6500 W.RODGERS CIRCLE t#6000 BOCA RAT -DIV, FL 33487- j 'S1. N0. TRUSS I.D. N0. TRUSS I.D. 1.79. 122. 180. .181. 162. 1.82. 1,83. 1.84. 1,45. 1.23, 124. 1,63. 164. 1:86. 125. 1'26. .1.65. 1.66. 1 127. 1'28.1.68. 129•1,69. 130. 1.67. 170. 161. 1171. _ 132. 172. 1.33. . 1:73. 1.34. 1:74. 1:35. 1,75. 1.94. 1,95. 156. 157. 158. 159 1.96. 1977. 198. TA Kd i . If 1.99. A.YEKTA KAVASOGLU, P.E FL. REGJf41310 6500 W.RODGERS CIRCLE t#6000 BOCA RAT -DIV, FL 33487- j 'S1. N0. TRUSS I.D. N0. TRUSS I.D. 1.79. 122. 180. .181. 162. 1.82. 1,83. 1.84. 1,45. 1.23, 124. 1,63. 164. 1:86. 125. 1'26. .1.65. 1.66. 148. 127. 1'28.1.68. 129•1,69. 130. 1.67. 170. 161. 1171. _ 132. 172. 1.33. . 1:73. 1.34. 1:74. 1:35. 1,75. NO NO 41 10 -� 81 OCT 2 8 2015 ""nill,ui1110%neo 1.37. ..1.38. 178. 139. 1.79. 1.40. 1141. 180. .181. 142. 1.43. 1:44. 1.82. 1,83. 1.84. 1,45. 185. 1;46. 1:86. 1,47. 187. 148. 1'08.- 149. 1.89. 150. 1 1:90. .151. .191. 152. 1.92. T93-_ 154. 155. 1.94. 1,95. 156. 157. 158. 159 1.96. 1977. 198. TA Kd i . If 1.99. NO NO 41 10 -� 81 OCT 2 8 2015 ""nill,ui1110%neo t - i Florida Quality Truss Main Office: Alt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net --Customer Information: -- ---- Name: Contact. F&F CONST. Fill in later Address: City, State, Zip: i Engineering -List Job #: 15325 Date: -Project Information: Name: F&F CONST. - F&F CONST. Address: 358 NE 101 St. STREET City, State, Zip: MIAMI SHORES, FL Region: 5 1 11-00-00 , A5 - --- 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 Salesman: �r --- 11 Notes: "J/{ V 2x4 0.00 ' 00-00-00 i 00-00-00 00-00-00 Loading: TC BC Fill in later 00-00-00 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 5; 2X4 / 2x4 I�p 00-00-00 00-00-00 00-00-00 LL 0 0 Designer. 3.00 0.00 0.00•, 00-00-00 01-03-00 00-00-00 00-00-00 � o lbs. each Fill in later 2x4 0.00 00-00-00 01-03-00 00-00-00 i DL 0 0 3.00 0.00 0.00 00-00-00 01-03-00 li 00-00-00 1 00-00-00 Engineering List Seq. Qty Span Description Truss Slope BDFT OH - L CANT -L STUB -L Height Num. 3.00 0.00 0.00 00-00-00 j 01-03-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 1 0.00 00-00-00 00-00-00 TC/BC OH -R CANT -R STUB -R 1 4 22-06-00 Al 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 /^� o ms. each _ Y�_ 2x4 / 2x4 0.00 00-00-00 01-03-00 00-00-00 2 1 11-00-00 A2 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 o lbs. each - - 2X4 / 2X4 0.00 00-00-00 00-00-00 00-00-00 3 1 11-00-00 1 A3 3.00 0.00 0.00 ! 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each _ _ _ _ 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 4 1 11-00-00 A4 `� 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each\ 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 5 1 11-00-00 , A5 -- 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 00-00-00 �r --- 11 o lbs. each �_ 2x4 / 2x4 0.00 ' 00-00-00 i 00-00-00 00-00-00 0.0000-00-00 0.00 6 1 11-00-00 A6 00-00-00 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 5; 2X4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 7 3 10-06-00 B1r� 3.00 0.00 0.00•, 00-00-00 01-03-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 0.00 00-00-00 01-03-00 00-00-00 8 4 04-03-00 J3 3.00 0.00 0.00 00-00-00 01-03-00 li 00-00-00 1 00-00-00 o lbs. each 2X4 / 2x4 0.00 00-00-00 1 00-00-00 00-00-00 9 2 02-00-00 C2 3.00 0.00 0.00 00-00-00 j 01-03-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 1 0.00 00-00-00 00-00-00 00-00-00 10 1 05-11-06 HJ3 o lbs. each -� 2.12 0.00 2x4 / 2x4 0.00 0.00 00-00-00 00-00-00 01-08-07 00-00-00 00-00-00 00-00-00 00-00-00 �r --- 11 1 04-00-00 V4 o lbs. each _ 3.00 0.00 2x4 / 2x4 0.0000-00-00 0.00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 Page 1 of 1 JOD:(-Ioozo) /Al Top chord 2x4 SP #1 Dense 13B Bot chord 2x4 SP #1 Dense_13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 1.75 L 1.75 ( 4] W3X4 S 1.25 [12] W3X4 S 1.25 [13] W3X5 1.75 R 1.75 11'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 fl mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 11'3" 5(3] 20 -3X5[13 22'6" R=1253# U=557# RL=58/-58# W=8" (Rigid Surface) R=1253# U=557# W=8" (Rigid Surface) W SEQ = 369049 PLT. TYP.-WAVE DESIGN CRIT=FBC2010RESn`Pi-2007FT/RT-2MO%Y1(0) QTY= 4 TOTAL= 4 REV. 10.03.12.0410.00 SCALE =0.2500 ® a aeWARNINGIe• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEIN9TALLERB. TC LL 30.Opsf REF pg T� ragas etlreme ova iw fsMtaanp, handArip, .rl.irp aeb brarip. Rafm b and Iolpx Cie Istest sdilbn d SCSI (&Idhq Cm,pmrrs Sally KamWm, Ey TPI rM WTCA) to safely TC DL 15.Opsf DATE 10-15-2015 P,a�b.e xx,b PanmadnA lnese,unct,m. L.Wea,nd ProNd t..po,sq NsceA W SCSL Unkas n.w wrnrs, lop d-d"h— p,ap" td d.h k" 0"heV and blab dvd ahaleve.p, Iy0ad*drWCe&V. L0CMWMshoranIa,;n er4mrms""dwen. have BC DL 10.0psf F.TJ 1/!1 OPD DRWG .L QUALITY TRUSS elel y.v,y k*akd w SCSI sadiea B3. 87 a S10. as app4eMe. Apply PMn b ss , bu db,reudpa.mWA-Zf sb&rda 0sh p=Aa4a0d.ae. vds Wddneww. ITWRafebd*VC 16—ft Wndnd *. pother L- *.I b w,wpmble /m Iss dA"-sh Uam Use all n yfe S,e %, b C.r ftm in e y IaArs b bub dr b,rs b mrdetmenea vile ANSVTPI 1, a lm Nn3q, shgpeq, eel.lalion 6"bndn,d WWed A awl m tlda Olawlnp m aew q7a MtY10 tld. drlwlnp, Mblbs aawllllrlw d pMa.almisl BC LL O.Opsf roT.LD. 55.Opsf O/A LEN. 220600 TEL: (954) 975-3384 DUR.FAC. 1.25 JOB #: 15325 FAX: (954)97A -AVD. Nft• oaf. aOW aµ VrP"'Sp2 3631 PARK CQJiRAL IILVD. f«nyhx*I 1. Dwb POMPANO BEACH, FL 33064Fm mare inf , tian see this job's penal rblea p.p and thew set, sites. ITWBCG: wwwAwn Vp ; TPI: ww,v.tpirrt.mp; wTCA: w sWr"trycee: ICC: w Jc s fe.mp SPACING 24.0" TYPE COMN -A (MWFRS ASCE Perp/L+-I[OC 24.00][DF 1.60)[NM (ALPINE)[FBC2010Re5/TPI-2007)[A1)[15325/1] Repetitive Factors Used: Yes [TCLL 30.0)[TCDL 15.0][BCDL 10.0][BCLL 0.0)[DF 1.25)[OC 24.0][NM 111SOFFIT 2.01 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][100 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3)f 0 10 PLF @ 11.3 to 10 @ 22.5 fy=16.31[ 01 [STD.AUTO.LOAD][OC 24.00][DF 1.25](NM 11 -11 PLF @ 0.0 to -11 @ 11.3 L fy=13.31[1( --===Bearings=== IX-Loc)[React)[Size] ____= Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0 ( 1.251( 12531[ -58h][0.67] [20.58)( 1253][0.671 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 08] 13 PLF @ 14.6 to 13 @ 21.2 (y=10.01(100! 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 08] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0]( OS EndPts HaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 (y=10.01(1001 0- 2 162 -277 0.00 0.23 0.23 27 4 SP 11 Dense 1 19.33 3.45 Plywd 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.0)[ 08) -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5][1( 2- 4 162 -252 0.00 0.23 0.23 28 4 SP-#1'Dense1 52.18 3.00 Plywd 60 PLF @ 0.0 to 60 @ 11.3 [y=16.3)[1008) 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 0; 4- 6 1705 -2050 0.00 0.31 0.31 21 4 SP #1 Dense 1 67.83 3.00 Plywd 60 PLF @ 11.3 to 60 @ 22.5 [y=16.3][1008) Brg.# 1 Vert.R= 245.4 # Hor.R= -57.80 7-12 1705 -2049 0.00 0.31 0.31 27 4 SP -01 -Dense -1 67.83 -3.00 Plywd Brg.# 1 Vert.R= 1247.9 # Hor.R= 0.00 Brg.# 2 Vert.R= 52.1 9'Hor.R= 0.01 12-14 161 -253 0.00 0.23 0.23 27 4 SP #1 Dense 1 52.18 -3.00 Plywd Brg.# 2 Vert.R= 1247.9 # Hor.R= -0.0# _-_-_-= __ _______________________________- 14-15 162 -278 0.00 0.23 0.23 28 4 SP -#1 -Dense 1 19.33 -3.45 -#l -Dense -1 Plywd =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=---- [MWFRS ASCE Perp/L-+][OC 24.00][DF 1.60)(NM 1- 3 284 -159 0.02 0.17 0.19 2 4 SP 20.78 -0.67 Diaph [FBC pass #2][OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 3- 5 5-10 2065 1678 -1648 0.26 0.16 0.42 6 4 SP #1 Dense 1 73.58 -0.00 -#1 -Dense Diaph Reppetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 14.6 (y=10.0][1001 -1284 0.13 0.21 0.34 2 4 SP 1 81.33 -0.00 -#I -Dense -1 Diaph 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 0%) 10 PLF @ 0.0 to 10 @ 11.3 (y=16.31[ 01 9-13 2064 -1648 0.26 0.16 0.42 3 4 SP 73.58 -0.00 -#1 -Dense Diaph 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31( 08] 10 PLF @ 11.3 to 10 @ 22.5 fy=16.3][ 01 13-16 285 -159 0.02 0.18 0.20 2 4 SP 1 20.78 0.67 Diaph 20 PLF @ 0.0 to 20 @ 22.5 [y= 5.01[ 081 -48 FLF @ 0.0 to -48 @ 11.3 L [y=13.31[1( 0- 1 39 -50 _ = Plate Member = = PLATE MEMBER 0.50 -Vert- ----- 20 PLF @ 0.0 to 20 @ 22.5 (y= 5.01[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01 15-16 39 -51 _ = Plate Mcmber = _- PLATE MEMBER 0.50 -Vert- ----- Brg.# 1 Vert.R= 797.9 # Hor.R= 0.0# -13 PLF @ 14.6 to -13 @ 21.2 [y=10.01[1001 6- 8 1705 -1929 -=-=Fictious Member=- SP #1 Dense 1 0.00 -Vert- -#I -Dense -1 ----- Brg.# 2 Vert,R= 797.9 # Hor.R= 0.00 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 0; 7- 8 1928 -1705 - -Fictious Member=- SP 0.00 -Vert- ----- ======== ---------= ------- -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[1001 10-11 1678 -1284 -=-=Fictious Member=- SP -#1 -Dense 1 0.00 -Vert- ----- [Partial Unbal. Ltl[OC 24.00][DF 1.25)(NM 1) -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5](1( 9-11 1648 -2064 - =Fictious Member= _- SP_#1_Dense_1 0.00 -Vert- ----- Repetitive Factors Used: Yes 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0]( 01 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 08] Brg.# 1 Vert.R= -459.0 # Hor.R= 46.8# EndPts HaxTen MaxComp AXL GLC S Grade Length Brace 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 08] Brg.# 2 Vert.R= -289.7 # Hor.R= -0.00 2- 3 459 -351 0.14 29 4 SP #3 13B 4.00 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.0][ 08] ------------------------------= -----------. 3- 4 1699 -2099 0.93 6 4 SP13-138 -#3-13B 52.77 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.0][ 08] [MWFRS ASCE Perp/L--](OC 24.00)[DF 1.60][NM 4- 5 308 -168 0.09 30 4 SP 28.08 60 PLF @ 1.6 to 60 @ 11.3 [y=16.3)(1008) Repetitive Factors Used: Yes 5- 8 344 -234 0.13 2 4 SP #3 13B 52.10 60 PLF @ 11.3 to 60 @ 22.5 [y=16.3)[1008) 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0)[1001 8-I1 340 -235 0.13 2 4 SP -13-13B -#3-13B 52.10 Brg.# 1 Vert.R= 1148.2 # Hor.R= 0.00 10 FLF @ 0.0 to 10 @ 11.3 [y=16.3)[ 01 11-12 301 -168 0.09 29 4 SP 28.08 Brg.# 2 Vert.R= 1252.6 # Hor.R= 0.01 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 01 12-13 1699 -2097 0.93 3 4 SP13-13B -93-13B 52.77 =---------------------------------------------- -48 PLF @ 0.0 to -48 @ 11.3 L [y=13.3](1( 13-14 459 -350 0.14 30 4 SP 4.00 [Partial Unbal. Rt](OC 24.00)[DF 1.25](NM 11 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 01 Reppetitive Factors Used: Yes 13 PLF @ 14.6 to 13 @ 21.2 (y=10.01(1001 Node X -Loc Y -Loc Plate Cq JSI Method deflY(L) deflY(T) dxL dxT 31 PLF @ 0.0 to 31 @ 11.3 (y=16.31( 08] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 01 0 0.00 10.28 ---- ----- ---- ----- ---- ---- 31 PLF @ 11.3 to 31 @ 22.5 (y=16.3)( 08) -48 PLF @ 0.0 to -48 @ 1.2 (y=10.01f1001 1 0.00 10.24 2X4(Al) 0.80 0.34 0.00 L/999 0.01 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 14.6 fy= 5.0)( 08] -31 PLF @ 11.3 to -31 @ 22.5 R (y=10.5](1( 2 1.55 10.73 1.5X4 0.80 0.38 N 0.00 L/999 0.00 L/999 0.00 0.00 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.0][ OB] 10 PLF @ 21.3 to 10 @ 22.5 (y= 5.0][ 01 3 1.73 10.15 3X5(3) 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 0.00 60 PLF @ 0.0 to 60 @ 1.6 [y=16.3)[1008) Brg.# 1 Vert.R= -205.1 # Hor.R= 46.89 4 5.77 11.78 3X4[4) 0.80 0.97 N 0.07 L/999 0.15 L/999 0.02 0.04 Brg.# 1 Vert.R= 670.4 # Hor.R= -0.0# Brg.# 2 Vert.R= -35.8 # Hor.R= 0.00 5 7.86 10.15 3x4 0.80 0.41 N 0.08 L/999 0.17 L/999 0.01 0.02 Brg.# 2 Vert.R= 568.2 # Hor.R= O.09 ------------ --------------------------__-_- 6 11.25 13.16 4X5 0.80 0.92 G 0.08 L/999 0.18 L/999 0.01 0.03 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ = _ _-_-_-_-_ (MWFRS ASCE Perp/R++I[OC 24.001 [DF 1.60](NM 7 11.25 13.16 ---- ----- ---- ----- ---- ---- [Partial Unbal. Ltl](OC 24.001 (DF 1.251 [NM 11 Repetitive Factors Used: Yes 8 11.25 13.16 ---- ----- ---- ----- ---- ---- Reppetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L 9 14.64 10.15 5X6 0.80 0.56 N 0.08 L/999 0.17 L/999 0.02 0.04 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 081 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 01 10 14.64 10.15 ---- ----- ---- ----- ---- ---- 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31( 08) 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 01 11 14.64 10.15 ---- ----- ---- ----- ---- ---- 20 PLF @ 0.0 to 20 @ 14.6 (y= 5.01[ 08) -13 PLF @ 14.6 to -13 @ 21.2 [y=10.91(1001 12 16.73 11.78 3X4[12) 0.80 0.97 N 0.07 L/999 0.15 L/999 0.01 0.02 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.01[ 08] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 04 13 20.77 10.15 3X5(13] 0.80 0.98 N 0.00 L/999 0.00 L/999 0.02 0.06 60 PLF @ 20.9 to 60 @ 22.5 (y=16.31[10091 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.01[ 01 14 20.95 10.73 1.5X4 0.80 0.38 N 0.00 L/999 0.00L/999 0.02 0.06 Brg.# 1 Vert.R= 568.2 # Hor.R= 0.00 48 PLF @ 21.3 to 48 @ 22.5 (y=10.31[1001 15 22.50 10.28 ---- ----- ---- ----- ---- ---- Brg.# 2 Vert.R= 670.4 # Hor.R= 0.0# -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.51(1( 16 22.50 10.24 2X4(Al) 0.80 0.34 0.00 L/999 0.01 L/999 0.02 0.06 _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.011 01 [Partial Unbal. Rtl][OC 24.00)[DF 1.25](NM 11 -13 PLF @ 1.3 to -13 @ 14.6 (y=10.31(1001 Reppetitive Factors Used: Yes Brg.# 1 Vert.R= -201.8 # Hor.R= 57,8# 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 0%] Brg.# 2 Vert.R= -8.5 # Hor.R= -0.0# 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 0%] =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-= -_-_-_-_-_-__-=_-_-_-_------------------ ----------- 20 PLF @ 0.0 20 to 20 @ 14.6 [y= 5.01[ 08] (MWFRS ASCE Perp/R+-][OC 24.00)(DF 1.60)(NM 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.01[ 08] Repetitive Factors Used: Yes 60 PLF @ 0.0 to 60 @ 11.3 (y=16.31[10061 -31 PLF @ 0.0 to -31 @ 11.3 L [q=13.31(1( 60 PLF @ 11.3 to 60 @ 20.9 (y=16.3](10081 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3][ 01 Brg.# 1 Vert.R= 1252.6 # Hor.R= 0.0# 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3]( 01 Brg.# 2 Vert.R= 1148.2 # Hor.R= 0.0# 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0)(1001 ----= ------=== -------------------------= 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01( 01 [MWFRS ASCE Perp/L++][OC 24.00](DF 1.601[NM 11 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.0][ Oi Repetitive Factors Used: Yes 48 PLF @ 21.3 to 48 @ 22.5 (y=10.01[1001 -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][1008] -11 PLF @ 11.3 to -11 @ 22.5 R (y=10.5)[1( 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3]( 08) 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0)[ W 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 08) 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0)[1C01 -11 PLF @ 0.0 to 11 @ 11.3 L (y=13.3][1008] Brg.# 1 Vert.R= 52.1 # Hor.R= 57.81 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] Brg.# 2 Vert.R= 245.4 # Hor.R= 0.01 -13 PLF @ 14.6 to -13 @ 21.2 [y=10.0](1008] 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.01[ 08] (MWFRS ASCE Perp/R-+](OC 24.00)[DF 1.60][NM 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01(10081 Repetitive Factors Used: Yes -31 PLF @ 11.3 to -31 @ 22.5 R fy=10.5)(1008] -31 PLF @ 0.0 to -31 @ 11.3 L [y= 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 08] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31( 01 Brg.# 1 Vert.R= -8.5 # Hor.R= -57.89 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3)[ 01 Brg.# 2 Vert.R= -201.8 # Hor.R= 0.0# -13 PLF @ 14.6 to -13 @ 21.2 (y=10.01(100; 10 PLF@ 0.0 to 10@ 1.2 [y=5.01( 01 10 ELF @ 1.3 to 10 @ 21.2 [q- 5.0][ 08] -48 PLF @ 21.3 to -98 @ 22.5 fy=10.0](1008) -48 PLF @ 11.3 to -48 @ 22.5 R [p=10.5][1008] 10 PLF @ 21.3 to 10 @ 22.5 [y= .0)[ 08] -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][100%] Brg.# 1 Vert.R= -289.7 # Hor.R= -46.8# Brg.# 2 Vert.R= -459.0 # Hor.R= 0.0# (MWFRS ASCE Perp/R--)[OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [y-13.3][1008] 10 PLF @ 0.0 to 10 @ 11.3 (y=16.31[ 08] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%) 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.01[ 08] -48 PLF @ 21.3 to -98 @ 22.5 [y=10.0][1008] -48 PLF @ 11.3 to -48 @ 22.5 R [9=10.5][1008] 10 PLF @ 21.3 to 10 @ 22.5 (y= 5.01[ 081 13 PLF @ 1.3 to 13 @ 14.6 [y-10.01[10081 Brg.# 1 Vert.R= -35.8 # Hor.R= -46.89 Brg.# 2 Vert.R= -205.1 # Hor.R= 0.00 (MWFRS ASCE Parl++)[OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L [y=13.3][1008) 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3]( 08] 10 PLF @ 11.3 to 10 @ 22.5 [ =16.3]( 08) -13 PLF @ 14.6 to -13 @ 21.2 y=10.01[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 08) -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5](1008) -13 PLF @ 1.3 to -13 @ 14.6 [y=10.01[10081 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0]( 08) erg.# 1 Vert.R= -19.5 # Hor.R= -0.00 Brg.# 2 Vert.R= -19.5 # Hor.R= 0.0# ------------------ [MWFRS ASCE Parl+-][OC 29 OC11DF 1.60)(NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L (y=13.31[1008] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3][ 081 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3][ 08) 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ 081 10 PLF @ 1.3 to 10 @ 21.2 (yy= 5.01[ 08] -11 PLF @ 11.3 to -11 @ 22.5 R (y=10.5][1008] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0)[10081 10 PLF @ 21.3 to 10 @ 22.5 [y- 5.0]108] Brg.# I Vert.R= 234.4 # Hor.R= -0.0# Brg.# 2 Vert.R= 234.4 # Hor.R= 0.00 [MWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 11 Reppetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L [y=13.3](1008) 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 08] 10 PLF @ 11.3 to 10 @ 22.5 [ =16.3][ 08] -13 PLF @ 14.6 to -13 @ 21.2 y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.0]( 031 -59 PLF @ 11.3 to -59 @ 22.5 R (y=10.5](1008] -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][1008] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 08] Brg.# 1 Vert.R= -557.5 # Hor.R= -0.0# Brg,# 2 Vert.R= -557.5 # Hor.R= 0.01 -------------- (MWFRS ASCE Parl--)[OC 24.00][DF 1 601[NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L [q=13.3][1008] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 08] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3)[ 03] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) 10 PLF @ 1.3 to 10 @ 21,2 [yy= 5.0]( 08) -59 PLF @ 11.3 to -59 @ 22.5 R (y=100.5)[1008] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][1008] 10 PLF @ 21.3 to 10 @ 22.5(yy-� 5.0]( 08] Brg.# 1 Vert.R= 303.5 # Hor.R= 0.0# erg.# 2 Vert.R= -303.5 # Hor.R= 0.0# (MWFRS ASCE PrpD/L++][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0](1008] 31 ELF @ 0.0 to 31 @ 11.3 (y=16.3]1 03] 31 PLF @ 11.3 to 31 @ 22.5 (y=16.3]1 081 -11 PLF @ 0.0 to -11 @ 11.3 L [y-13.3)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08) -13 PLF @ 14.6 to -13 @ 21.2 [y=10.0)[1008] 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0]( 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](1008] -31 PLF @ 11.3 to -31 @ 22.5 R [yp-10.5][1008) 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.0]( 03] Brg.# 1 Vert.R= 335.9 # Hor.R= -57.8# Brg.# 2 Vert.R= - 142.6 # Hor.R=- - -0_09 - - - [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60)(NM 11 Repetitive Factors Used: Yes 13 ELF @ 1.3 to 13 @ 14.6 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 08] 31 ELF @ 11.3 to 31 @ 22.5 [y=16.31[ 08] -11 PLF @ 0.0 to -11 @ 11.3 L [p=13.3][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ 081 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01110081 -31 PLF @ 11.3 to -31 @ 22.5 R (NO 51 100%) 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.01[ 081 Brg.# 1 Vert.R- 589.8 # Hor.R= -57.8# Brg.# 2 Vert.R= 396.5 # Hor.R= 0.0# [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 14.6 (y=10.0](1008) 31 PLF @ 0.0 to 31 @ 11.3 (y=16.31( 03) 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3]( 08) -48 PLF @ 0.0 to -48 @ 11.3 L [y=13.3)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=IO.C][1008] 20 PLF @ 1.3 to 20 @ 21.2 (y= 5.01[ Oil -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0](1008) -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5][10081 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.0][ 08] Brg.# 1 Vert.R= 139.3 # Hor.R= 46.8# Brg.# 2 Vert.R= 308.6 # HOr.R=- - -0.0# - - - [MWFRS ASCE PrpD/R++)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [y=13.3][1008] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3]( 08] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31( 08) -13 PLF @ 14.6 to -13@ 21.2 [y=10.0)[1008] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.0]1 03] 20 PLF @ 1.3 to 20 @ 21.2 (y= 5.0]1 08] 48 PLF @ 21,3 to 48 @ 22.5 (yy=10.0)[1008] -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5](1008] 20 PLF @ 21.3 to 20 @ 22.5 [ = 5.01[ 08] -13 PLF @ 1.3 to -13 @ 14.6 ly=10.0][10031 Brg.# 1 Vert.R= 142.6 # Hor.R= 57,8# Brg.# 2 Vert.R= - 335.9 # Hor.R=- - _0.0# - - - [MWFRS ASCE PrpD/R+-][OC 24,00][DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [y=13.31[1008] 31 PLF @ 0.0 to 31 @ 11.3 (y=16.3][ 08) 31 PLF @ 11.3 to 31 @ 22.5 (y=16.31[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 03) 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0][ 08) 48 PLF @ 21.3 to 48 @ 22.5 [99=10.0][1008) -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5][1008] 20 PLF @ 21.3 to 20@ 22.5 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][1008] Brg.# 1 Vert.R= 396.5 # Hor.R= 57.8# Brg.# 2 Vert.R= - 589.8 # Hor.R=- - 0.0# - - [MWFRS ASCE PrpD/R--][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [y=13.3](1008] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 08] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 03] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0111008] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.011 08) 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.011 081 -48 PLF @ 21.3 to -48 @ 22.5 [y=10.01[1008 -48 PLF @ 11.3 to -48 @ 22.5 R [y=10.5)[1008] 20 ELF @ 21.3 to 20 @ 22.5 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.01[10081 Brg,# 1 Vert.R= 308.6 # Hor.R= -46.80 Brg.# 2 Vert.R= - 139.3 # Hor.R=- - -0.00 - - - [MWFRS ASCE Pr1D+-][OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L [y=13.3]`10081 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3]1 68) 31 PLF @ 11.3 to 31 @ 22.5 (y=16.31[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0111008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.31( 08] 20 PLF @ 1.3 to 20 @ 21.2 [yy= 5.0)[ 08) -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5][1008] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0]][1008] 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.01[ 08) Brg.# 1 Vert.R= 578.8 # Hor.R= -0.0# Brg.# 2 Vert.R= - 578.8 # Hor.R=- _0.0# - - - [MWFRS ASCE PIDI--][0C 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L (y=13.3][1008] 31 PLF @ 0.0 to 31 @ 11.3 (y=16.3][ 08] 31 PLF @ 11.3 to 31 @ 22.5 (y=16.31[ 08] 13 PLF @ 14.6 to 13 @ 21.2 (y=10.01[1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 21.2 (y= 5.01[ 08] -59 PLF @ 11.3 to -59 @ 22.5 R [y=10.5][10081 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0)[1008] 20 PLF @ 21.3 to 20 @ 22.5 [pp= 5.01[ 08] Brg.# 1 Vert.R= 40.9 # Hor.R= -0.00 Brg.# 2 Vert.R= - -40.9 # Hor.R=- - -0.011 - - - [C6C ASCE Wind Lt -+][OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes -23 PLF @ 0.0 to -23 @ 1.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 3.0 [y=16.31[ 08] -141 PLF @ 11.3 to -141 @ 14.2 R y=12.5][1008] 10 PLF @ 3.0 to 10 @ 11.2 [y=1�.3] [ 03) -13 PLF @ 1.2 to -13 @ 14.6 [y=10.0][1008) 10 PLF @ 11.3 to 10 @ 14.3 (y=16.31[ 08] -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.31[1008] 10 PLF @ 14.3 to 10 @ 22.5 f =16.31[ 08] -13 PLF @ 14.6 to -13 @ 21.2 Iy=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 08] 13 PLF @ 21.2 to 13 @ 22.5 (y=10.0)[1008] -85 PLF @ 14.2 to -85 @ 22.5 R [y=10.5][1008] 10 PLF @ 1.2 to 10 @ 21.2 (y= 5.0)[ 08] 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0]( 08] -141 ELF @ 0.0 to -141 @ 3.0 L [y=11.2)[1008] [C6C ASCE Wind Rt -+)[OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01(100$1 10 PLF @ 0.0 to 10 @ 8.3 [y=16.3]( 081 -85 PLF @ 11.3 to -85 @ 19.5 R [p=11.2][1008] 10 PLF @ 8.3 to 10 @ 11.2 [y=16.3][ 08] -13 PLF @ 1.2 to -13 @ 14.6 [y=10.01(1008] 10 PLF @ 11.3 to 10 @ 19.5 (y=16.3][ 08] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3][10081 10 ELF @ 19.5 to 10 @ 22.5[ -16.3][ 08] -13 PLF @ 14.6 to -13 @ 21.2 ry=10.01[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y- 5.0][ 08] -23 PLF @ 21.2 to -23 @ 22.5 [y=10.01(10081 -141 PLF @ 19.5 to -141 @ 22.5 R [y=1C.5][1008] 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.0)[ 08] 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0][ 08] -85 PLF @ 0.0 to -85 @ 8.3 L (y=12.5][1008] [C6C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=16.31[ 08] -141 ELF @ 11.3 to -141 @ 14.2 R (y=12.5)[1008] 10 PLF @ 3.0 to 10 @ 11.2 [y=16.31[ 08] 13 PLF @ 1.2 to 13 @ 14.6 [y=10.01110081 10 PLF @ 11.3 to 10 @ 14.3 [y=16.31( 08) -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.3][[1008] 10 PLF @ 14.3 to 10 @ 22.5 [y=16.3]( 68] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [-- 5.01[ 08] -13 PLF @ 21.2 to -13 @ 22.5 (y=10.01[10081 -85 PLF @ 14.2 to -85 @ 22.5 R [y-10.51(1008] 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.0][ 08] 10 PLF @ 21.2 to 10 @ 22.5[y= 5.01[ 03] -141 PLF @ 0.0 to_ 141 @ 3.0 L [y-11.21[10081 [C6C ASCE Wind Rt --][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 8.3 [y=16.31( 08) -85 PLF @ 11.3 to -85 @ 19.5 R [y=11.2](1008] 10 PLF @ 8.3 to 10 @ 11.2 [y=16.31[ 03] 13 PLF @ 1.2 to 13 @ 14.6 [y=10.0)[1008) 10 PLF @ 11.3 to 10 @ 19.5 [y=16.31[ 08] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3][1008) 10 PLF @ 19.5 to 10 @ 22.5 [y=16.31[ O8] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] -48 PLF @ 21.2 to -48 @ 22.5 (y=10.01[10081 -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.5][10081 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.01[ 031 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.01[ 081 -85 PLF @ 0.0 to -85 @ 8.3 L [y=12.5](1008) (C6C ASCE Wind Lt-+D](OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes -23 PLF @ 0.0 to -23 @ 1.2 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 3.0 (y=16.31( 03] -141 PLF @ 11.3 to -141 @ 14.2 R [y=12.5)[1008] 31 PLF @ 3.0 to 31 @ 11.2 (y=16.31[ 03) -13 PLF @ 1.2 to -13 @ 14.6 [y=10.0][1008] 31 PLF @ 11.3 to 31 @ 14.3 [y=16.3)[ 08) -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.31[10081 31 PLF @ 14.3 to 31 @22 (=16.31( 08] -13 PLF @ 14.6 to -13 @ 21.2 y=1C.0)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08) 13 ELF @ 21.2 to 13 @ 22.5 (y=10.0](1008) -85 PLF @ 14.2 to -85 @ 22.5 R [y=10.5][1008] 20 PLF @ 1.2 to 20 @ 21.2 [y= 5.01[ 08] 20 PLF @ 21.2 to 20 @ 22.5 [y= 5.0][ 081 _141-PLF-@- 0.0 to - 141 @ 3_ - 0 L[y=11.2)[1008] [C6C ASCE Wind Rt-+D][OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[1008) 31 PLF @ 0.0 to 31 @ 8.3 (y=16.3)[ 08) -85 PLF @ 11.3 to -85 @ 19.5 R [y=11.2111008] 31 PLF @ 8.3 to 31 @ 11.2 [y=16.3)[ 08) -13 PLF @ 1.2 to -13 @ 14.6 [y=10.01[1008) 31 PLF @ 11.3 to 31 @ 19.5 [y=16.3][ 031 -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3)[1008) 31 PLF @ 19.5 to 31 @ 22.5 [ =16.31[ 08] -13 PLF @ 14.6 to -13 @ 21.2 y=10.0)[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 03] -23 PLF @ 21.2 to -23 @ 22.5 [y=10.0][1008] -141 PLF @ 19.5 to -141 @ 22.5 R (y=10.5](1008) 20 PLF @ 1.2 to 20 @ 21.2 [y= 5.0][ 03] 20 PLF @ 21.2 to 20 @ 22.5 [y= 5.0][ 08] -85 PLF @ 0.0 to -85 @ 8.3 L [y=12.51(1008] [C6C ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 11 Reppetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=16.3]1 08] -141 PLF @ 11.3 to -141 @ 14.2 R (y=12.5](1008) 31 PLF @ 3.0 to 31 @ 11.2 [y=16.3]( 08] 13 PLF @ 1.2 to 13 @ 14.6 [y=10.0][1008] 31 PLF @ 11.3 to 31 @ 14.3 [y=16.3][ 08] -85 PLF @ 3.0 to -85 @ 11.3 L (y-13.3][1008] 31 PLF @ 14.3 to 31 @ 22.5 [y=16.31[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[1008] 20 PLF @ 0.0 to 20 @ 1.2 -13 PLF @ 21.2 to -13 @ 22.5 �y=10.0][1008] -85 PLF @ 14.2 to -85 @ 22.5R [r10.5][1008] 20 PLF @ 1.2 to 20 @ 21.2 (y= . .3;( 08] 20 PLF @ 21.2 to 20 @ 22.5 (y= 5.0)( 08] _141-PLF-@- 0.0 to --141 @-3.0-L-[y=11.2][1008) [C6C ASCE Wind Rt--D1[OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=16.31[ 08) -85 PLF @ 11.3 to -85 @ 19.5 R (y=11.2)[1008] 31 PLF @ 8.3 to 31 @ 11.2 [y=16.3][ 08] 13 PLF @ 1.2 to 13 @ 14.6 (y=10.0111008] 31 PLF @ 11.3 to 31 @ 19.5 (y=16.3][ 08] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3][1008] 31 PLF @ 19.5 to 31 @ 22.5 [y=16.31[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] -48 PLF @ 21.2 to -48 @ 22.5 [ --10.0](1008) -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.5][10081 20 PLF @ 1.2 to 20 @ 21.2 [y= 5.01[ 08] 20 PLF @ 21.2 to 20 @ 22.5 [ = 5.01[ 08] -85 PLF @ 0.0 to -85 @ 8.3 y [y=12.5][1008] JOD:(lb3Zb) /AZ Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. J THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible wall coverings. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4) W3X4 2.25 R 1.25 [ 8) W3X5(R) S 3.00 10'5"8 6"8 1111.5X4 PLT. TYP.-WAVE FLOPJDA QU'A--L-Z�T�Y TRUSS TET.: (954) 975-3384 PAX: (954) 978-8980 M6 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 R=724# U=306# RL=204/-83# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RESfTP42007 T— req k. ad — QTY= 1 TOTAL= 1 WINGI )DING THE INSTALLERS. L"Y rc W .k ,Ma top chord s have Voperly Wished atnadural sheadag and bosom Ahad sh.1 have a properly aftwhW rip'd dir9. Loosliao araara, W pxrm. M labral restre4tl of sets slu.leve b," u %d per SCSI aoclians 83. 07 or 810, u appkosble. Apply pain to each face of buss aM position es.loran above end w the JdM Daft. unku nded MherMA Rehr b dr N. 1 SW.Z W standard pate posabu. ITW Bunding Convo r Cr Inc. ah inW b. reapon.ibl. fa any dawtp, Iran g k..*,g. n b true a y fvk bund the In ombrmance ANSVTPI 1, a for hendnng, eNppirV, i ska S bn w of truu.. A.W w Na dr.ydrg a — pap. hhg W. drrml% Moen aao.p.nos of prof -1-1 .rlgln..rkg napondbI ky.d.N fa ft dWgn sheen. Th. IR hb0ty and — of It" &.ft for any arnwtua M N. rupw.W of N. B.Ift D.aynar p.r ANSIRPI 1 Sx.2. Fa — of—rabon su the Rob's general roles page aM true s b Wes. ITWBCG:—Owbcg.—TPI:. tpkW.org; Wick wrwv.abc duby.cam; ICC: vevv Jo=feag N i7 R=508# U=214# W=3" (Rigid Surface) SEQ = 369043 REV. 10.03.12.0410.00 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN (ALPINE](FBC201ORes/TPI-2007][A2][15325/1] [TCLL 3).0][TCDL 15.0][BCDL 10.0][BCLL 0.0)[DF 1.25](OC 24.0][NM I][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.001[DF 1.25][NM 11 [X-Loc)(React][Srze] Repetitive Factors Used: Yes [ 1.25][ 724)[ 489h][0.671 [10.75][ 508][0.251 31 PLF @ 0.0 to 31 @ 11.0 [y=16.1][ 0%] 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.0]( 01] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]( 0%] 0- 2 189 -426 0.00 0.42 0.42 26 4 SP #2 N 13B 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 11.0 [y=16.1][100%] 2- 4 185 -401 0.00 0.43 0.43 25 4 SP12-N-13B 67.93 3.00 Plywd Brg.# 1 Vert.R= 723.9 # Hor.R= -0.0# 4- 5 117 -173 0.00 0.41 0.41 3 4 SP #2 N 13B 48.99 3.00 Plywd Brg.# 2 Vert.R= 498.5 # Hor.R= -0.0# 1- 3 428 -194 0.10 0.63 0.72 2 4 SP -02 -N -13B 20.78 -0.67 Diaph =-_-__ _ _ _ _ _ _ ___________________________ 3- 8 621 -876 0.07 0.81 0.88 2 4 SP #2 N 13B 111.25 -0.00 Diaph [FBC pass 42][OC 24.00][DF 1.25][NM 1) 6- 7 200 -128 0.05 0.35 0.40 30 4 SP -03-13B 31.81 -Bending Web- Repetitive Factors Used: Yes 0- 1 48 -163 -_-= Plate Member =-_- PLATE -MEMBER 0.50 -Vert- ----- 31 PLF @ 0.0 to 31 @ 11.0 (y=16,11[ 0%] 5- 6 128 -200 -=-=Fictious Member=- SP 03 13B 0.00 -Vert- ----- 4 PLF @ 10.5 to 4 @11.0 (y= 5.0][ 0%] 7- 8 128 -200 - -=Fictious Member=- SP -_#3-_13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.01( 0%] 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0][130%] EndPts MaxTen MaxComp AXL GLC S Grade Length 2- 3 652 -405 0.19 26 4 SP #3 13B 4.00 3- 4 804 -411 0.29 1 4 SP -43-13B 69.08 4- 8 863 -675 0.26 25 4 SP13-13B 45.93 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.55 10.73 3 1.73 10.15 4 7.04 12.10 5 11.00 13.09 6 11.00 13.09 7 11.00 10.15 8 11.00 10.15 Plate Cq JSI Method deflY(L) Brace Brg.# 1 Vert.R= 462.9 # Hor.R= -0.0# Brg.# 2 Vert.R= 319.5 # Hor.R= -0.09 2X4(Al) 0.80 0.21 0.01 L/999 1.5X4 0.80 0.48 N 0.00 L/999 3X4 0.80 0.99 N 0.00 L/999 3X4[4] 0.80 0.99 N 0.01 L/999 1.5X4 0.80 0.62 N 0.00 L/999 [Partial Unbal. Lt)[OC 24.00][DF 1.25)(NM 1) Reppetitive Factors Used: Yes def1Y(T) dxL dxT 31 PLF @ 0.0 to 31 @ 11.0 [y=16.11[ 0%] 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.0][ 0%] 0.01 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 11.0 [y=5.01[ 0%] 0.00 L/999 0.00 0.01 60 PLF @ 1.6 to 60 @ 11.0 [y=16.1][100%] 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= 619.3 # Hor.R= -0.00 0.03 L/999 0.00 0.01 Brg.# 2 Vert.R= 508.1 # Hor.R= -0.00 0.00L/999 0.00 0.00_________________________ 3X5(R)[8] .80 1.00 N 0.00 L/999 0.00 L/999 0.01 - [Partial Unbal. Rt](OC 24.00)[DF 1.25][NM 1] 0.01 Repetitive Factors Used: Yes ---- 31 PLF @ 0,0 to 31 @ 11.0 [y=16.1][ 0%) 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.0)[ 0%) 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]( 0%] 60 PLF @ 0.0 to 60 @ 1.6 [y=16.1](100%] Brg.# 1 Vert.R= 434.8 # Hor.R= -0.0# Brg.# 2 Vert,R= 220.4 # Hor.R= -0.0# [MWFRS ASCE Perp/L++)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0%] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100%] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][100%) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] 48 PLF @ 0,0 to 48 @ 1.2 [y=10.0][100%] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01f 0%) -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1)[100%] Brg.# 1 Vert.R= 56.5 # Hor.R= -51.3# Brg,# 2 Vert.R= -15.3 # Hor.R= -0.0# -------------- [MWFRS ASCE Perp/L+-][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0%) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%] 30 PLF @ 11.0 to 30 @ 11.0 L (y=12.9][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 0%] -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][100%] Brg.# 1 Vert.R= 186.7 # Hor.R= -51.30 Brg.# 2 Vert.R= 102.1 # Hor.R= -0.0# [MWFRS ASCE Perp/L-+][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0#1 -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0](100%] 30 PLF @ 11.0 to 30 @ 11.0 L (y=12.9](100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] -48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 0%) -48 PLF @ 0.0 to 48 @ 10.5 L [y=13.1][100%] Brg.# 1 Vert.R= -303.2 # Hor.R= 46.29 Brg.# 2 Vert.R= -165.4 # Hor.R= 0.00 -------------- [MWFRS ASCE Perp/L--](OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][100%] 30 PLF @ 11.0 to 30 @ 11.0 L (y=12.9](100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( Oi 4B PLF @ 0.0 to -48 @ 1.2 [y=10.0][1001 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ Oi -48 PLF @ 0.0 to -48 @ 10.5 L [y=13.1)[1( Brg.# 1 Vert.R= -173.0 # Hor.R= 46.20 Brg.# 2 Vert.R= - _48.0 # Hor.R=- - _0_0# - [MWFRS ASCE Perp/R++][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 fy=16.1][ Oi -31 PLF @ 0.0 to -31 @ 10.5 L[y=13.1)[1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ Ot 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ Oi -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[100; Brg.# 1 Vert.R= -103.1 # Hor.R= 204.4# Brg.# 2 Vert.R= -131.0 # Hor.R= -0.0# [MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60][NM Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ Oi -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1)[1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100; Brg.# 1 Vert.R= 27.1 # Hor.R= 204.4# Brg.# 2 Vert.R= - _13_6 # Hor.R=- - _0_0# - [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1)( 01 -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1](1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ Oi 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01(1001 Brg.# 1 Vert.R= -103.1 # Hor.R= 204.4# Brg.# 2 Vert.R= -131.0 # Hor.R= -0.04 [MWFRS ASCE Perp/R--](OC 24.00][DF 1 60)[NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0; -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1][1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 0; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100; Brg.# 1 Vert.R= 27.1 # Hor.R= 204.40 Brg.# 2 Vert.R= -13.6 # Hor.R= -0.0# [MWFRS ASCE Parl++][OC 24.00][DF 1.60][NM 1] Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0; -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9](1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ Of 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ Oi -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0][100; Brg.# 1 Vert.R= -15.6 # Hor.R= -83.19 Brg.# 2 Vert.R= - -_3.1 # Hor.R= - _0_0# --- - [MWFRS ASCE Parl+-][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1][ N -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1)(1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9)(1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.5]( O; 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0;1 Oi 13 PLF @ 1.3 to 13 @ 11.0 fy=10.0)(100; Brg.# 1 Vert.R= 114.6 # Hor.R= -83.14 Brg.# 2 Vert.R= 114.3 # Hor.R= 0.09 [MWFRS ASCE Parl-+][OC 24 00][DF 1.60](NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ Oi -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1)[1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ O; 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0)[ Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100; Brg.# 1 Vert.R= -305.5 # Hor.R= 42.24 Brg.# 2 Vert.R= -214.4 # Hor.R= -0.0# (MWFRS ASCE Parl--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [yy=16.11[ 08] -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1)[1008] 42 PLF @ 11.0 to 42 @ 11.0 L (y=12.9][10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 081 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)( 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1008] Brg.# 1 Vert.R= -175.3 # Hor.R= 42.29 Brg.# 2 Vert.R= -97.0 If Hor.R= 0.01 [MWFRS ASCE PrpD/L++][OC 24.00][DF 1 60](NM 1) Rcoetitive Factors Used: Yes 31'PLF @ 0.0 to 31 @ 10.5 (y=16.1][ 08] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.3)(100%1 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9)[1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 08) 48 PLF @ 0.0 to 48 @1.2 (y=10.01[1008) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0)[ 081 -11 PLF @ 0.0 to. -11 @ 10.5 L [y=13.11[1008] Brg.# 1 Vert.R= 256.0 # Hor.R= -51.31 Brg.# 2 Vert.R= 110.8 If Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24 00](DF 1.60)(NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 (y=16.1)[ 08) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12,91[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 081 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [yy= 5.0 [ 08] -11 PLF @ 0.0 to -11 @ 10.5 L [y=1 .1)[1008] Brg.# 1 Vert.R= 386.2 # Hor.R= -51.30 Brg.# 2 Vert.R= 228.2 If Hor.R= -0.01 IMWFRS ASCE PrpD/L--][OC 24.00)(DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 (y=16.1)[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [ = 5.01[ 08] -48 PLF @ 0.0 to -48 @ 1.2 y=10.01[1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 10.5 y [y=13.1][1008] Brg.# 1 Vert.R= 26.5 # Hor.R= 46.21 Brg.# 2 Vert.R= 78.1 # Hor,R= -0.01 IMWFRS ASCE PrpD/R+-][OC 24 00](DF 1.60](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1)[1008) -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 081 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1008] Brg.# 1 Vert.R= 226.5 If Hor.R= 204.40 Brg.# 2 Vert.R= 112.5 # Hor.R= -0.0# ------------------ (MWFRS ASCE PrpD/R--][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [q=16.11[ 08] -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1](1008] -46 PLF @ 11.0 to -46 @ 11.0 L (y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 20 PLF @ 1.3 to 20 @ 11.0 Iy= S.C)[ 081 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01(10081 Brg.# 1 Vert.R= 226.5 # Hor.R= 204.44 Brg.# 2 Vert.R= 112.5 # Hor.R= -0.0# IMWFRS ASCE Pr1D+-I[OC 24.00)[DF 1.60)[NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08) -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008] 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9](1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] 0 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 Brg.# 1 Vert.R= 314.0 If Hor.R= -83.10 Brg.# 2 Vert.R= - 240_4 # Hor.R=- - -0.01 - - - [MWFRS ASCE PrDl--IIOC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [yy=16.1][ 08] -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1][1008] 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 Brg.# 1 Vert.R= 24.2 If Hor.R= 42.20 Brg.# 2 Vert.R= 29.1 # Hor.R= -0.09 (C6C ASCE Wind Lt -+]IOC 24.00)[DF 1.60][NM Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [y=13.1][1008] 10 PLF @ 0.0 to 10 @ 3.0 [ =16.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.0)[10081 10 PLF @ 3.0 to 10 @ 10.5 [y=16.1]1 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0)[ 08] -39 PLF @ 0.0 to -39 @ 1.2 (y=10.0][1008] [C6C ASCE Wind Rt -+][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1][1008] 10 PLF @ 0.0 to 10 @ 7.5 (y=16.11[ 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.01[10081 10 PLF @ 7.5 to 10 @ 10.5 [y=16.11[ 08] -71 PLF @ 11,0 to -71 @ 11,0 L [y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.31[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] [C6C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [p=13.1][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=16.1][ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 3.0 to 10 @ 10.5 [y=16.11[ 08) 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 1.2 Iy= 5.01( 08] 10 PLF @ 1. 12 to 10 @ 11.0 [ = 5.01[ 08] 0 -65 PLF @ .0 to -65 @ .2 �y=10.01[1008] [C6C ASCE Wind Rt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1][1008] 10 PLF @ 0.0 to 10 @ 7.5 [y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 7.5 to 10 @ 10.5 [y=16.1][ 08] -71 PLF @ 11.0 to -71 @ 11.0 y (y=12.9][10081 -99 PLF @ 0.0 to -99 @ 7.5 L (y=12.3][1008] 10 PLF @ 0,0 to 10 @ 1.2 [y= 5.0)( 08) 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] _13 PLF @ -0_0 to -_13-@- 1.2 [y=10_01[1008]- - [C6C ASCE Wind Rt-+D][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1][1008] 31 PLF @ 0.0 to 31 @ 7.5 [1=16.1]i 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.0)[1008] 31 PLF @ 7.5 to 31 @ 10.5 [y=16.11[ 08] -71 PLF @ 11.0 to -71 @ 11.0 L [y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L Iy=12.3][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.0][ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01110081 (C6C ASCE Wind Lt--DI[OC 24.00;[DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [y=13.1](1008) 31 PLF @ 0.0 to 31 @ 3.0 [y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0[10081 31 PLF @ 3.0 to 31 @ 10.5 [y=16.1 [ 081 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9](1008) -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1. 1.22 to 20 @ 11.0 ( = 5.0)[ 08) 0 -65 PLF @ .0 to -65 @ �y=10.0][10081 IC&C ASCE Wind Rt--D][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L (y=13.1)[1008] 31 PLF @ 0.0 to 31 @ 7.5 [y=16.11( 08) 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0](1008) 31 PLF @ 7.5 to 31 @ 10.5 [y=16.111 08) -71 PLF @ 11.0 to -71 @ 11.0 L (y=12.9)[1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 -13 PLF @ 0.0 to -13 @ 1.2 �y=10.0](1008) JOD:(-ID.SLD) /H3 Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) PLT. TYP -WAVE 9.5' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 41 W3X4 1.00 L 1.25 W4X5(R) 1114X5 FLORIDA QUALITY TRUSS TET.: (954) 975-3384 TAX: (954) 978-8980 MM FnRX CDMAL aLVD. POMPANO BEACH, FL 33064 J R=724# U=295# RL=138# W=8' (Rigid Surface) DESIGN CRIT=FBC2010RES/TPI.2007 QTY= 1 TOTAL= 1 WINGI )DING THEINBTALLERB, Trusses repave axm_ —e in famcahrg, har*V V, ahippirg, installing and bmdng. 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TPI: vnw WW.org: WrCA: ~.sbcindmtry.p n; ICC: vm kcsafe.ag R=506# U=252# W=3" (Rigid Surface) SEQ = 369052 REV. 10.03.12.0410.00 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 1 O.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN (ALPINE][FEC201ORes/TPI-2007)[A3](15325/]1 [TCLL 3C.0](TCDL 15.0](BCDL 10.0][BCLL 0.0](DF 1.251100 24.0)[NM 1)(SOFFIT 2.01 =====Bearings=== [X-Loc)(React)(Slzel ===== [ 1.251[ 724]( 276h][0.671 [10.751[ 506][0.251 EndPts MaxTen MaxComp 0- 2 133 -363 2- 4 141 -371 4- 5 33 -156 7- 9 92 -78 1- 3 357 -123 3- 8 820 -1017 8-12 78 -92 10-11 290 -267 0- 1 110 -108 5- 6 33 -55 6- 7 92 -78 9-10 267 -290 11-12 267 -290 EndPts MaxTen MaxComp 2- 3 352 -126 3- 4 855 -767 4- 8 959 -769 6- 8 269 -20 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.55 10.73 3 1.73 1C.15 4 4.55 11.48 5 9.42 12.70 6 9.42 12.70 1 9.42 12.70 8 9.42 10.15 9 11.00 12.70 10 11.00 12.70 11 11.00 10.15 12 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.15 0.15 30 4 SP #2 N 13B 0.00 0.62 0.62 26 4 SP12-N-13B 0.00 0.85 0.85 4 4 SP #2 N 13B 0.00 0.42 0.42 4 4 SP12-N-13B 0.05 0.67 0.72 2 4 SP #2 N 13B 0.21 0.68 0.89 4 4 SP12-9-13B 0.02 0.66 0.68 4 4 SP #2 N 13B 0.09 0.45 0.53 26 4 SP -#3-13B -_-= Plate Member =-� PLATE-MEMSE -=-=Fictious Member=- SP #2 N 13B - -=Fictious Member=- SP -#2-7-138 - -=Fictious Member=- SP -03-13B -=-=Fictious Member=- SP -#3-13B AXL GLC S Grade Length 0.10 27 4 SP #3 13B 4.00 0.25 27 4 SP -03-13B 39.56 0.42 4 4 SP #3 13B 59.31 0.08 31 4 SP -113-13B 27.17 Plate Cq JSI Method def1Y(L) (STD.AUTO.LOADI[OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 081 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81[ Oil Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0)[ 01] 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 9.4 [y=15.8)(1008] 37.15 3.00 Plywd 60 PLF @ 9.4 to 60 @ 11.0 [y=15.8)[1008] 60.19 3.01 Plywd Brg.# 1 Vert.R= 723.9 # Hor.R= 0.0# 19.00 0.02 Plywd Brg.# 2 Vert.R= 496.3 # Hor.R= -0.00 20.78 -0.67 Diaph___________________ 92.25 -0.00 Diaph [FBC pass 02)[OC 24.00][DF 1.25][NM 1] 19.00 -0.00 Diaph Repetitive Factors Used: Yes 27.17 -Bending Web- 31 PLF @ 0.0 to 31 @ 9.4 (y=15.8]( 01) R 0.50 -Vert- ----- 31 PLF @ 9.4 to 31 @ 11.0 (y=15.8)( 01) 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.01( Oil 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0)[1008] 0.00 -Vert- ----- Brg.# 1 Vert.R= 462.8 # Hor.R= -0.0# 0.00 -Vert- ----- Brg.# 2 Vert.R= 317.3 1 Hor.R= -0.0# Brace [Partial Unbal Lt][OC 24.00)[DF 1 25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 01) 31 PLF @ 9.4 to 31 @ 11.0 [y=15.8][ 31 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0)[ 093 60 PLF @ 0.0 to 60 @ 1.3 [y=15.8)[1009) def1Y(T) dxL dxT 60 PLF @ 9.7 to 60 @ 11.0 [y=15.8][1009] ---- ----- ---- ---- Brg.# 1 Vert.R= 421.6 If Hor.R= -0.09 0.04 L/541 0.00 0.00 Brg.# 2 Vert.R= 291.0 1 Hor.R= -0.0# 0.00L/551 0.01 0.03___________________________ 0.00 L/999 O.CC 0.00 [Partial Unbal. Ltl][OC 24.00)[DF 1.25)(NM 11 0.17 L/641 0.03 0.08 Repetitive Factors Used: Yes 0.37 L/300 0.05 0.13 31 PLF @ 0.0 to 31 @ 9.4 (y=15.81( 091 ---- ----- ---- ---- 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81[ 09] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01( 091 0.37 L/300 0.01 0.01 60 PLF @ 1.6 to 60 @ 9.4 [y=15.8][1009] 0.00 L/999 0.05 0.12 60 PLF @ 9.4 to 60 @ 11.0 [y=15.8][1009] ---- ----- ---- ---- Brg.# 1 Vert.R= 619.3 If Hor.R= -0.0# 0.00 L/999 0.01 0.01 Brg.# 2 Vert.R= 505.9 If Hor.R= -0.00 ---- ----- ---- ---- - - - - -- --- ----- -- - - - -------_-_ [Partial Unbal. Rt][OC 24.00)[DF 1.25](NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 091 31 PLF @ 9.4 to 31 @ 11.0 [y=15.8][ 01) 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0]( 01) 60 PLF @ 0.0 to 60 @ 1.6 (y=15.8](1009] Brg.# 1 Vert.R= 436.9 # Hor.R= -0.0# Brg.# 2 Vert.R= 218.2 # Hor.R= 0.0# [MWFRS ASCE Perp/L++][OC 24.00][DF 1 60)(NM 1) Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8][ 09] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 09] -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8)[10091 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 011 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0j(1009) 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0)[ 09] -11 PLF @ 0.0 to -11 @ 9.4 L (y=12.8][10091 Brg.# 1 Vert.R= 68.3 # Hor.R= 25.3# Brg.# 2 Vert.R= -27.6 # Hor.R= -0.0# 2X4(Al) 0.80 0.17 0.03 L/694 1.5x4 0.80 0.26 N 0.00 L/707 3X4 0.80 0.77 N 0.00 L/999 3X4[4) 0.80 0.94 N 0.07 L/999 4X5(R) 0.80 1.00 N 0.16 L/706 3X4 0.80 0.77 N 0.16 L/106 4x5 0.80 0.97 N 0.00 L/999 4X5 0.80 0.98 N 0.00 L/999 [MWFRS ASCE Perp/L+-1[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0[[1009[ 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 01] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.811 09j -11 PLF @ 9.4 to 11 @ 11.0 (y=12.8](1009) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 01] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1001] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01) -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][1001] Brg.1 1 Vert.R= 198.5 # Hor.R= 25.31 Brg.# 2 Vert.R= 89.8 # Hor.R= 0.06 [MWFRS ASCE Perp/L-+][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0](1001] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ O; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 01 -52 PLF @ 9.4 to -52 @ 11.0 [y=12.8][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.Oj[1W 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ Oi -48 PLF @ 0.0 to -48 @ 9.4 L [y=12.8][1( Brg.# 1 Vert.R= -295.3 # Hor.R= 112.89 Brg.# 2 Vert.R= -198.5 # Hor.R= -0.09 [MWFRS ASCE Perp/L--][OC 24.001[DF 1.60](NM Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 9.4 (y=15.8)[ Oi 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ 01 -52 PLF @ 9.4 to -52 @ 11.0 (y=12.81[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.3](1001 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0;( 01 -48 PLF @ 0.0 to -48 @ 9.4 L (y=12.8][1( Brg.# 1 Vert.R= -165.1 # Hor.R= 112.8# Brg.# 2 Vert.R= -81.1 # Hor.R= -0.0# [MWFRS ASCE Perp/R++][OC 24.00][DF 1.60)[NM Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.81[1001 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 01 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ 01 -13 PLF @ 1.3 to 13 @ 11.0 (y=10.0;[1001 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.C;[ 01 -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.8][1( Brg.# I Vert.R= -122.5 1 Hor.R= 73.7# Brg.# 2 Vert.R= -90.1 # Hor.R= -0.0# (MWFRS ASCE Perp/R+-)[OC 24.00][DF 1.60)[NM Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 (y=12.81[1001 10 PLF @ 0.0 to 10 @ 9.4 (y=15.8][ 01 10 PLF @ 9.4 to 10 @ 11.0 1y=15.8][ Oi 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 ]y= 5.01[ O; -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.81[1( Brg.# 1 Vert.R= 7.7 If Hor.R= 73.7# Brg.# 2 Vert.R= 27.3 # Hor.R= 0.0# [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60)(NM Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8][1001 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 01 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ O1 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0)[ 01 -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.8][1( Brg.# 1 Vert.R= -129.0 # Hor.R= 73.7# Brg.# 2 Vert.R= -_159.6 # Hor.R=- - _0_0# - [MWFRS ASCE Perp/R--][OC 24.001[DF 1.60][NM Repetitive Factors Used: Yes -p9 PLF @ 9.4 to -59 @ 11.0 [y=12.8)[1001 10 PLF @ 0.0 to 10 @9.4 [y=15.81[ 01 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 01 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 01 -31 PLF @ 0.0 to -31 @ 9.4 L (y=12.8][1( Brg.# 1 Vert.R= 1.2 # Hor.R= 73.7# Brg.# 2 Vert.R= -42.2 # Hor.R= -0.01 (MWFRS ASCE Parl++)[OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes T PLF @ 9.4 to -11 @ 11.0 [y=12.81[1001 10 PLF @ 0.0 to 10 @ 9.4 1y=15.81[ 01 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 01 -13 PLF @ 1.3 to 13 @ 11.0 (y=10.C][100i 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.C)[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ Oi -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][1( Brg.# 1 Vert.R= 1.2 # Hor.R= 25.30 Brg.# 2 Vert.R= -20.4 # Hor.R= -0.01 (MWFRS ASCE Parl+-](OC 24.001[DF 1 60)(NM 11 Reppetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 (y=12.8](1009] 10 PLF @ 0.0 to 10 @9.4 [y=15.8][ 09] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 09] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][1009] Brg.# 1 Vert.R= 131.4 # Hor.R= 25.3# Brg.# 2 Vert.R= 97.0 # Hor.R= 0.0# ------------------ [MWFRS ASCE Parl-+][OC 24.00][DF 1.60)[NM 11 Reppetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8][1009] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8][ 09] 10 PLF @ 9.4 to 10 @ 11.0 [p=15.8][ 09] -13 PLF @ 1.3 to -13 @ 11.0 1Y=10.0][1909] 10 PLF @ 0.0 to 10 @1.2 [y= 5.01[ 09) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 091 -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.8][1009] Brg.# 1 Vert.R- -293.1 # Hor.R= 137.81 Brg.# 2 Vert.R= -252.1 # Hor.R= 0.01 (MWFRS ASCE Parl--](OC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -59 PLF 0 9.4 to -59@ 11.0 (y=12.8](1009) 10 PLF @ 0.0 to 10 @ 9.9 [y=15.81[ 09] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8)[ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] 10 PLF @ 1.3 to 10 @ 11.0 [y9= 5.0][ 09] -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.8][1009] Brg.# 1 Vert.R= 162.9 # Hor.R= 137.8# Brg.# 2 Vert.R= -134.7 # Hor.R= -0.0# ---------------- (MWPRS ASCE PrpD/L++][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10091 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 09] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 09] -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 09] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0](10091 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 09] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][10091 Brg.# 1 Vert.R= 268.0 # Hor.R= 25.3# Brg.# 2 Vert.R= 108.5 # Hor.R= 0.0# [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 (y=10.0][1009) 31 PLF @ 0.0 to 31 @ 9.4 (y=15.8][ 09) 30 PLF @ 9.4 to 30 @ 11.0 (y=15.81[ 09) -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][1009] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01( 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1009] 20 FLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 09] -11 PLF @ 0.0 to -11 @ 9.4 L (y=12.8][1009] Brg.# 1 Vert.R= 398.2 # Hor.R= 25.3# Brg.# 2 Vert.R= 225.9 # Hor.R= -0.0# -------------------------- [MWFRS ASCE PrpD/L--](OC 24.00)(DF 1.60)[NM 1) Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[1009] 31 PLF @ 0.0 to 31 @ 9.4 (y=15.81( 09) 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81( 09] 52 PLF @ 9.4 to 52 @ 11.0 1Y=12.8](1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 091 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01110091 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 09) -48 PLF @ 0.0 to -48 @ 9.4 L [y=12.81[1009] Brq.# 1 Vert.R= 34.6 # Hor.R= 112.8# Brg.# 2 Vert.R= 55.0 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-](OC 24.00][DF 1.60][NM 11 Reppetitive Factors Used: Yes -_1 PLF @ 9.4 to -11 @ 11.0 (y=12.8](1009) 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 091 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 09] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 09] -31 PLF @ 0.0 to -31 @ 9.4 L (y=12.8)[100%] Brg.# 1 Vert.R= 207.4 # Hor.R= Brg.# 2 Vert.R= 163.3 # Hor.R= -0.0# [MWFRS ASCE PrpD/R--](OC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 (y=12.8][1009] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 09] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.8)[ 09) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[1009) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 09) 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0][ 091 -31 PLF @ 0.0 to -31 @ 9.4L [y=12.8][1009] Brg.# 1 Vert.R= 200.9 # Hor.R= 73.7 Brg.# 2 Vert.R= 93.9 # Hor.R= -0.0# [MWFRS ASCE PrlD+-)[OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8)[1009] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.811 09] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.8][ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 09] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 09] -11 PLF @ 0.0 to -11 @ 9.4 L (y=12.8][1009) Brg.# 1 VeIt.R= 331.1 # Hor.R= 25.3# Brg.# 2 Vert.R= 233.1 # Hor.R= -0.0# [MWFRS ASCE PrDl--][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8][1009] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 09] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.8)[ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 09] 20 PLF @ 1.3 to 20 @ 11.0 [yy= 5.0]( 09) -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.8][1009] Brg.# 1 Vert.R= 36.8 # Hor.R= 137.8# Brg.# 2 Vert.R= 1.4 # Hor.R= 0.04 ---------------- [C6C ASCE Wind Lt -+][OC 24 00](DF 1.60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L (p=12.8)[1009] 10 PLF @ 0.0 to 10 @ 3.0 (y=15.81[ 09] -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0][1009] 10 PLF @ 3.0 to 10 @ 9.4[y=15.31[ 09] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1009] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81( 09) -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09) -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8](1009) 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0]( 09) [C6C ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L[ 12.81(100%] 10 PLF @ 0.0 to 10 @ 6.4 [y=15.8)[ 09] 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0)[1009) 10 PLF @ 6.4 to 10 @ 9.4 [y=15.81[ 09) -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1](1009] 10 PLF @ 9.4 to 10 @ 11.0 [ --15.8][ 09] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8](1009] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0]( 09] [C6C ASCE Wind Lt --][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L [ --12.8][1009] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.81[ 09] 65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1009] 10 PLF @ 3.0 to 10 @ 9.9 [y=15.81[ 09] -158 PLF @ 0.0 to -158 @ 3.0 L (y=11.2](1009] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ 09] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0to 10 @ 1.2 [y= 5.0][ 09] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][1009] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 09) [C6C ASCE Wind Rt --][OC 24.00][DF 1.601[NM 11 R-petitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8][1008] 10 PLF @ 0.0 to 10 @ 6.4 [y=15.8][ 09] -13 PLF @ 0.0 to -13 @ 1.2 1Y=10.0)[1009] 10 PLF @ 6.4 to 10 @ 9.4 [yy=15.81[ 09] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1)[10091 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 09] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 09] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][1009] 10-PLF-@- 1.2 to -10 @ 11_0-[y=-5_01[- 09] - - [C6C ASCE Wind Rt-+D][OC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8)[1009] 31 PLF @ 0.0 to 31 @ 6.4 [y=15.8[( 09) 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01110091 31 PLF @ 6.4 to 31 @ 9.4 [y-15.8][ 091 -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1][1009] 30 PLF @ 9.4 to 30 @ 11.0 [p=15.81[ 091 -13 PLF @ 1.2 to -13 @ 11.0 (y=10.0][1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 09] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.81[10091 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0]( 09] (C6C ASCE Wind Lt--D)(OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L (y-12.8)(1009) 31 PLF @ 0.0 to 31 @ 3.0 [y=15.81 [ 0%) -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1009] 31 PLF @ 3.0 to 31 @ 9.9 [y=15.8)[ 09] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.21[1009] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 09] 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0)[1009] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 09] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8)[1009] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 09] (C6C ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8](1009] 31 PLF @ 0.0 to 31 @ 6.4 [y=15.81[ 09] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0)[1009] 31 PLF @ 6.4 to 31 @ 9.9 [y=15.81[ 09] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1][1009) 30 PLF @ 9.4 to 30 @ 11.0 (y=15.81[ 09] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[10091 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.31[ 09] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8)[1009] 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.0][ 091 JOD:(15;325) /A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 N 13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP_#3_136 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.50 [12] W3X5(R) S 3.00 2X4(A1) 8,3., 2,y„ =5X6 1111.5X4 R=713# U=298# RL=121# W=8" (Rigid Surface) R=515# U=253# SEQ = 369035 PLT TYP.-WAVE DESIGN CRIT=FBC2010RESrrPl-2007FTMT=20%(0%y1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 •WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.Opsf m "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL REF Trusses spare aA— wre n fabrk.t g, whIll,. shippig, Ysbling end braog. Rder boand fdbw the latest edition of BcSI (Building Cdnponed safety INdrna.m, by TPI and WTU) for sdely W ikes prior to performig these functions. Instagem shall pr..ide temporarybrasng per SCSI. UNess noted dhemdes, top dmrd shall haw properly anached skudnsal sheeding arW halon dy d ahaY haw a properly anwhed dgid cedag. Locations shovm for pemrned Me21 restraint d waW TC DL 15.0 psf DATE 10-15-2015 BC DL 10. 0 psf D R W G .. CT /"lam TTA FFLORIDA LV.[1IDA QUALITY TRUSS shall hays brag installed pe, BCSI sections, 83, 87 o, B10, ss applicable. Apply plates to each face of bussane position as ansnn above and on the Joint Details, unless noted otherwise. Ratio 1,%Yingsl6OA-Z far standard plate positions. R w Bugding Cdnporients Group Inc. shell W be respprslble for any devotion from this drawing, y fee.. to build die huu n oddarnsnce wlm ANSUTF 11, or for handling, shipping. installation 6 tracking of I—TOT.LD. A —1 on he dmeng a oovar page lettingoft duping, Males aeo.pt.noIs.f pW ..lo sil BC LL O.Opsf 55.OpsfO/A LEN. 11 TTI.: (954) 97.5-3384 DUR.FAC. 1 JOB #: 15325 FAX: (954) 978-8980 anglneering naparstUty wleyfd the deelpn shoym. The nalablly and we of We dmdng 36x5 PARK C rn!IAL BLVD. far any atntoNn le the responsibility of the BUWkV Desil par ANSIITPI 1 S-2. .25 POMPANO BEACH, FL 33064F« more .1-hallon sea this lob's 9 odes page and these web sites: ITWBCG:_.itwbcg.com; TPC www.tinst.org;WTCA:yw.w.sbendushy.cdn; ICC: wv w.kcsda. g SPACING 24.0" TYPE COMN N [ALPINE)[FBC201OReS/TPI-2007][A4][15325/1] [TCLL 3[.0]ITCDL 15.0][BCDL 10.0)[BCLL 0.0)[DF 1.25)[OC 24.0)[NM I)[SOFFIT 2.01 =====Bearings=== [X-Loc)[React](Size) ===== [ 1.25)( 713][ 247h)[0.67) [10.751( 515][0.251 EndPts MaxTen MaxComp 0- 2 704 -722 2- 4 818 -796 4- 5 519 -531 7- 9 5 -4 1- 3 735 -715 3- 8 712 -932 8-12 482 -586 10-11 116 -104 0- 1 52 -65 5- 6 519 -444 6- 7 5 -3 9-10 104 -116 11-12 104 -116 EndPts MaxTen MaxCo-,p 2- 3 698 -528 4- 8 363 -242 6- 8 218 -59 6-12 754 -620 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.55 10.73 3 1.58 10.15 4 4.31 11.42 5 8.25 12.41 6 8.25 12.41 7 8.25 12.41 8 8.25 10.15 9 11.00 12.41 10 11.00 12.41 11 11.00 10.15 12 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.76 0.76 30 4 SP #2 N 13B 0.00 0.76 0.76 30 4 SP -42-!-"13B 0.00 0.47 0.47 29 4 SP #2 N 13B 0.00 0.33 0.33 31 4 SP -#2 -N -13B 0.18 0.51 0.69 1 4 SP #2 N 13B 0.17 0.51 0.68 1 4 SP12-N-13B 0.00 0.26 0.26 34 4 SP #2 N 13B 0.03 0.02 0.06 28 4 SP -#3-17B _ = Plate Member =-_- PLATE -MEMBER _ =Fictious Member=-=- SP #2 N 13B =-=Fictious Member=- SP12-N-13B _ =Fictious Member=- SP -#3-13B _ =Fictious Member=- SP #3 13B AXL GLC S Grade Length 0.21 30 4 SP #3 13B 4.00 0.11 29 4 SP #3 13B 51.91 0.08 2 4 SP #3 13B 23.67 0.22 29 4 SP13_138 35.16 Plate Cq JSI Method def1Y(L) [STD.AUTO.LOAD][OC 24.00][DF 1.25](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 8.3 [y=15.6][1008] 34.12 3.00 Plywd 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] 48.79 3.01 Plywd Brg.# 1 Vert.R= 712.7 # Hor.R= -0.01 33.00 0.01 Plywd Brg.# 2 Vert.R= 507.5 # Hor.R= -0.01 19.04 -0.74 Diaph =-___--------- 80.00 -0.00 Diaph [FBC pass #2][OC 24.00][DF 1.251[NM 1] 33.00 -0.00 Diaph Repetitive Factors Used: Yes 23.67 -Bending Web- 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6][ 08] 0.50 -Vert- ----- 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 0%] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0][ 08] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][1008] 0.00 -Vert- ----- Brg.# 1 Vert.R= 455.7 # Hor.R= -0.0# 0.00 -Vert- ----- Brg.# 2 Vert.R= 324.5 # Hor.R= -0.0# Brace [Partial Unbal. Lt)[OC 24.00)[DF 1 25](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 1y=15.611 08] 20 PLF @ 0.0 to 20 @ 11.0 ly= 5.0][ 08] 60 PLF @ 1.7 to 60 @ 8.3 [y=15.6][1008] def1Y(T) dxL dxT 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] -- Brg.# 1 Vert.R= 601.0 # Hor.R= 0.00 0.12 L/154 0.00 0.00 Brg.# 2 Vert.R= 515.4 # Hor.R= -0.09 0.00 L/ 96 0.01 0.02 =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-= -------- 0.00 L/999 0.00 0.00 (Partial Unbal. Rt)[OC 24.00][DF 1.25](NM 1] 0.16 L/708 0.00 0.01 Repetitive Factors Used: Yes 0.07 L/999 0.01 0.01 31 PLF @ 0.0 to 31 @ 8.3 [y=15.611 08) ---- ----- ---- ---- 31 PLF @ 8.3 to 31 @ 11.0 ly=15.6 1 081 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.011 08] 0.07 L/999 0.00 0.01 60 PLF @ 0.0 to 60 @ 4.0 (y=15.61[100%1 0.00 L/999 0.01 0.01 Brg.# 1 Vert.R= 557.5 # Hor.R= -0.0# ---- ----- ---- ---- Brg.# 2 Vert.R= 243.9 # Hor.R= 0.09 0.00 L/999 0.01 0.01 --------- ==== ---- ----- ---- ---- [Partial Unbal. Ltl][OC 24.00][DF 1.25](NM 1) Reppetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08) 31 PLF @ 8.3 to 31 @ 11.0 [y=15.6][ 0%) 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 60 PLF @ 0.0 to 60 @ 1.3 [y=15.61[10081 60 PLF @ 8.8 to 60 @ 11.0 (y=15.6](1008) Brg.# 1 Vert.R- 425.8 # Hor.R= -0.0# Brg.# 2 Vert.R= 343.8 # Hor.R= -0.0# [Partial Unbal. Rtl)[OC 24.00)[DF 1.251INM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 (y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 (y=15.61( 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0)[ 08] 60 PLF @ 0.0 to 60 @ 8.3 [y=15.6][1008) 60 PLF @ 8.3 to 60 @ 10.7 [y=15.6)[1008) Brg.# 1 Vert.R= 712.4 # Hor.R= 0.011 Brg.# 2 Vert.R= 490.3 # Hor.R= -0.0# 2X4(Al) 0.80 0.44 0.05 L/351 1.5X4 0.80 0.51 N 0.00 L/219 1.5X4[3] 0.80 0.98 N 0.00 L/999 1.5X4 0.80 0.26 N 0.01 L/999 5X6 0.80 0.90 N 0.03 L/999 3X4 0.80 0.30 N 0.03 L/999 1.5X4 0.80 0.67 N 0.00 L/999 3X5(R)1121 80 1.00 N 0.00 L/999 [Partial Unbal. Lt2][OC 24.00)[DF 1.25](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 8.3 (y=15.6]( 09] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.6]1 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08] 60 PLF @ 1.6 to 60 @ 8.3 [y=15.6111008] 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] Brg.# 1 Vert.R= 609.7 # Hor.R= -0.0# Brg.# 2 Vert.R= 515.5 # Hor.R= 0.0# [Partial Unbal Rt2110C 29 00](DF 1 25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 8.3 1y=15.61 [ 08] 31 PLF @ 8.3 to 31 @ 11.0 1y=15.611 08] 20 PLF @ 0.0 to 20 @ 11.0 ly= 5.011 08] 60 PLF @ 0.0 to 60 @ 1.6 1y=15.6][100$] Brg.# 1 Vert.R= 430.2 # Hor.R= -0.0# Brg.# 2 Vert.R= 225.0 # Hor.R= 0.0# [MWFRS ASCE Perp/L++]IOC 24.00](DF 1.60](NM Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.51[100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 0; 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6][ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0][ 0; -11 PLF @ 0.0 to -11 @ 8.3 L (y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]1 N 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1001 Brg.# 1 VeIt.R- 66.3 # Hor.R= 22.20 Brg.# 2 Vert.R= -26.0 # Hor.R= -0.0# (MWFRS ASCE Perp/L+-)[OC 24.00][DF 1.60)(NM Reppetitive Factors Used: Yes -11 PLF @ B.3 to -11 @ 11.0 (y=12.5][1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6)1 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6]( 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]1 OS -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](IOC1 Brg.# 1 Vert.R= 194.5 # Hor.R= 22.29 Brg.# 2 Vert.R= - -93_4 # Hor.R=- - _0_01 - [MWFRS ASCE Perp/L-+)[OC 24.00](DF 1.60)[NM Reppetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 [y=12.51(100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61( 01 10 PLF @ B.3 to 10 @ 11.0 [y=15.61( 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( O; -48 KF @ 0.0 to -48 @ 8.3 L [y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]1 N -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0]11001 Brg.# 1 Vert.R= -298.3 # Hor.R= 98.80 Brg.# 2 Vert.R= -219.8 # Hor.R= 0.00 [MWFRS ASCE Perp/L--][OC 29 00](DF 1 6011NM Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 (y=12.5][1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 Iy=15.61[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 -48 PLF @ 0.0 to -48 @ 8.3 L 1y=12.51(1( 10 PLF @ 1.3 to 10 @ 11.0 1y= 5.0][ 01 -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[1001 Brg.# 1 Vert.R= -170.1 # Hor.R= 93.80 Brg.# 2 Vert.R= -_100.4 # Hor.R=- - -0_00 - [MWFRS ASCE Perp/R++110C 24,00](DF 1.60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6)[ 01 -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][1001 Brq.# 1 Vert.R= -117.5 # Hor.R= 64.5# Brg.# 2 Vert.R= -71.4 # Hor.R= -0.00 (MWFRS ASCE Perp/R+-](OC 24.00JIDF 1 60)INM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 0; -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5)[1001 Brg.# 1 Vert.R= 10.7 # Hor.R= 64.59 Brg.# 2 Vert.R= 48.0 # Hor.R= -0.0# [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM RepPetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01(100; 10 PLF @ 0.0 to 10 @ 8.3 1y=15.6]( N 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6]1 Oi -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 fy= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08) -59 PLF @ 8.3 to -59 @ 11.0 (y=12.5](1008] Brg.# 1 Vert.R= -136.8 # Hor.R= 64.5# Brg.# 2 Vert.R= -184.1 If Hor.R= -0.0# -------------- [MWFRS ASCE Perp/R--][OC 24 OC1[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 08] 10 PLF @ 8.3 to 10 @ 11.0 [pp=15.6][ 08] -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1008] 10 PLF @ 0.0 to 10 @1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.C)[ 081 -59 PLF @ 8.3 to -59 @ 11.0[y=12.5][1008] Brg.# 1 Vert.R= -8.6 # Hor.R= 64.5# Brg.# 2 Vert.R= -64.7 # Hor.R= -0.0# (MWFRS ASCE Parl++][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 08) 10 PLF @ 8.3 to 10 @ 11.0 (yy=15.6][ 081 -11 PLF @ 0.0 to -11 @ 8.3 L (y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0 (y=12.5][1003] Brq.# 1 Vert.R= 0.3 # Hor.R= 22.2# Brg.# 2 Vert.R= -19.9 # Hor.R= -0.04 [MWFRS ASCE Parl+-][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6)[ 08] 10 PLF @ 8.3 to 10 @ 11.0 [pp=15.6)[ 08] -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.51[10081 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 08) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0 1y=12.5][1008] Brq.# 1 Vert.R= 128.4 If Hor.R= 22.2# Brg.# 2 Vert.R= 99.5 # Hor.R= -0.04 [KWFRS ASCE Parl-+](OC 24,00][DF 1.60][NM 1) Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 08] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6)[ 081 -59 PLF @ 0.0 to -59 @ 8.3 L [p=12.51(1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]1 08) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12,5][1008] Brg.# 1 Vert.R= -293.0 It Hor.R= 120.7# Brg.# 2 Vert.R= -252.5 # Hor.R= -0.0# [MWFRS ASCE Parl -][OC 24,00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 1C PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 08] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6]1 08) -59 PLF @ 0.0 to -59 @ 8.3 L (y=12.5](1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.51[10081 Brq,# 1 Vert.R= -164.9 # Hor.R= 120.7# Brg.# 2 Vert.R= -133.1 # Hor.R= 0.09 ----------------------------------- [MWFRS ASCE PrpD/L++)[OC 24.00](DF 1.60)(NM 11 Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5](1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 -13 PLF @ 1.3 to -13 @ 11.0 �y=10.01[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 081 -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] 48 PLF @ 0.0 to 48@ 1.2 [y9=10.01[1008] Brg.# 1 Vert.R= 262.8 # Hor.R= 22.2# Brg.# 2 Vert.R= 112.7 # Hor.R= -0.04 .[MWFRS ASCE PrpD/L+-)[OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5)(1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61( 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100$] 20 PLF @ 0,0 to 20 @ 1.2 [y= 5.01[ 08] -11 PLF @ 0.0 to -11 @ 8.3 L [yy=12.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01f 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 Brg.# 1 Vert.R= 390.9 If Hor.R= 22,211 Brg.# 2 Vert.R= 232.1 If Hor.R= 0.0# (MWFRS ASCE PrpD/L--](OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 (y=12.5)(1008) 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6][ 081 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08) -48 PLF @ 0.0 to -48 @ 8.3 L (yy=12.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0)[ 08] -48 PLF @ 0.0 to -48 @ 1.2[y=10.0](1008] Brg,# 1 Vert.R= 26.4 # Hor,R= 98.80 Brg.# 2 Vert.R= 38.3 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1 60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6][ 08] 30 PLF @ 8.3 to 30 @ 11.0 [yy=15.61[ 08] -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][1008] Brq.# 1 Vert.R= 207.1 If Hor.R= 64.59 Brq.# 2 Vert.R= 186.6 # Hor.R= -0.0# [MWFRS ASCE PrpD/R--][OC 24 00](DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [yy=15.6][ 08] -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][10081 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [ - 5.01[ 08] -59 PLF @ 8.3 to -59 @ 11.0 �y=12.5][1008] Brq.# 1 Vert.R= 187.8 # Hor.R= 64.5# Brq,# 2 Vert.R= 73.9 # Hor.R= 0.0# ---------------------------------------------- [MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 31 PLF @ 0,0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6)[ 08) -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08) 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0][ 08) -11 PLF @ 8.3 to -11 @ 11.0[y=12.5][1008] Brq,# 1 Vert.R= 324.9 # Hor.R= 22.2# Brg.# 2 Vert,R= 238.2 # Hor.R= -0.0# ------------------------------------ [MWFRS ASCE PrDl--][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 31 PLF @ 0.0 to 31 @ 8.3 (y=15.6)[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61( 08] -59 PLF @ 0.0 to -59 @ 8.3 L [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5](1008] Brg.# 1 Vert.R= 31,6 # Hor.R= 120.7# Brg,# 2 Vert.R= 5.5 # Hor.R= 0.0# [CSC ASCE Wind Lt -+]IOC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -39 PLF @ 0.0 to -39 @ 1.2 [y=10.01[10081 10 PLF @ 0,0 to 10 @ 3.0 [y=15.61[ 081 -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 3.0 to 10 @ 8.2 [y=15.6][ 08) -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61( 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0)[ 08] -99 PLF @ 3.0 to -99 @ 8.3 L [y=12.51[1008] [CSC ASCE Wind Rt-+1[OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0](1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=15.6][ 08] -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.8][1008] 10 PLF @ 5.3 to 10 @ 8.2 [1=15,6][ 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.0][1008] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 10 PLF @ 0,0 to 10 @ 1.2 [y= 5.01[ 081 10 PLF @ 1.2 to 10 @ 11.0[y= 5.01[ 08] -158 PLF @ 5.3 to -158 @ 8.3 L [y=12.5][1008] (CSC ASCE Wind Lt --][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -65 PLF @ 0.0 to -65 @ 1.2 (y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.61[ 08) -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 3.0 to 10 @ 8.2 [y=15.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6)[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 10 PLF @ 0.0 to 10 @1.2 [y= 5.01( 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0]( 08] -99 PLF @ 3.0 to -99 @ 8.3 L [y=12.5][1008) [CSC ASCE Wind Rt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=15.6][ 08) -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.8][1008] 10 PLF @ 5.3 to 10 @ 8.2 [y=15.6][ 08) 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008) 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6][ 08] -125 PLF @ 8.3 to -125 @ 11.0 (y=12.5)[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0]( 08] _158-PLF-@- 5. - 3 to -158 @ =-= -------------------- L -[y=12_5][1008] [CSC ASCE Wind Rt-+D][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 5.3 (q=15.6][ 08] -99 PLF @ 0.0 to -99 @ 5.3 L (y=11.6][1008] 31 PLF @ 5.3 to 31 @ 8.2 [y=15.6][ 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01[ 08) -158 PLF @ 5.3 to -158 @ 8.3 L [y=12.5](1008] [CSC ASCE Wind Lt--D](OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=15.6][ 08] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 31 PLF @ 3.0 to 31 @ 8.2 [y=15.6]f 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.51[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] -99 PLF @ 3.0 to -99 @ 8.3 L [y=12.5][1008] (CSC ASCE Wind Rt--D][OC 24.00][DF 1.601[NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=15.61[ 08] 5 -99 PLF @ 0.0 to -99 @ .3 L [y=11.8](1008] 31 PLF @ 5.3 to 31 @ 8.2 [y=15.6][ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 08] 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.01[ 08] -158 PLF @ 5.3 to -158 @ 8.3 L [y=12.5][1008] JUL):( I DJLU) y HO Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/3012013 by ALSC Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. =2X4(A 1) 6'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (� Right end vertical not exposed to wind pressure. r Bottom chord checked for 10.00 psf non -concurrent live load. \1 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 21 W1.5X4 S 2.50 [11) W3X5 S 3.00 4'9" R=713# U=312# RL=91# W=8" (Rigid Surface) R=515# U=247# SEQ = 369028 PLT. TYP.-WAVE DESIGN CRIT=FBC2010RESrrPI-2007FTRRT=20%(0%yi(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 aaWARNINGIa' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.Opsf "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL REF r'J Tosses , we a trema c in fadiu rV, hnip, dmppkV kWa&v.nd bawq. Re w b and A* - the blest M. a( BCSI (Bwdrp Cm swam Beaty Yiarn�an, by TPI" WTCA) la Wary TC DL 15.Opsf DATE 10-15-2015 �..pv Isna—Is- w,a,,a,,;,g,heae f ax s. Mission,aha, P, ade, ta, .� V.—y as w BCSI. .Mass rotad'trait, lap chwd"haw p Wty ans JW abrc9nN MeaB V and txsw, dro d ,ng. Wanalrealra�la(e.baa 10.Opsf o FL+�RII?A al•dhaw.papasly.U-hedrigid La wsale—k,pan.r�n ,�. have bacwp Insb.ed BCSI 83, 87 B10. Appy b lace BC DL DRWG QUALITY TRUSS pw sedgy w as applicable. pblas eaa R fa,.dr sabnOA-Zf« andaand pas. .aoa..., mle.,ro ea..rvasa. Reftt b awning' n Ix -1st sla.Ward p ha pawi e r ITW Guiding ft ft auras n =i Inc. slug nal let SIfTPI 1. m fm any firV. 0 Imam tins dlston , la.ure b Gia ft truss in cariartwrre vdh ANSVTPI 1, w fm handlip, .hgpiq, nW.atisn 6 W—V of In—s. A.a.I.U*dmwhaapa.pagawmlowad-ft,Mt. .—pt.roap1Waswn.I BC LL 0.0pSf TOT,LD. 55.Opsf O/A LEN. 11 TEL: (954)975-33x4 DUR.FAC. 1.25 JOB #: 15325 FAX: (954) 978-x980.rglln..en,l..pn.m. W.yf«Btd..Wri h— Th. .we.y.4 ..mw.dirsAng 3635 PARK CENTRAL BLVD. far any.hchn Is:: mpnaWky of gn BuNng D.algm par ANSVTPI 1 Sw3. SPACING 24.0" TYpE COMN POMPANO BFACFI, FL 33064 Fw mwe "'ro" n sat tris job's ganeral notes page and these v b arias: ITWBCG: rnw:.*.bog.can; TPItpb org; WTCA: vmw.sbcrbuslry.cwn; ICC. waw—safe ag (ALPINEI[PBC201ORes/TPI-2001](A5][15325/1) [TCLL 30.0)(TCDL 15.0][BCDL 10.0][BCLL 0.01(DF 1.25)(OC 24.0)[NM 1][SOFFIT 2.01 =====Bearings=== (X-Loc)(React][Size] ===== 1 1.25)[ 713][ 198hl[0.67] [10.751[ 515](0.251 EndPts MaxTen MaxComp 0- 3 138 -216 3- 4 862 -657 5- 8 886 -763 1- 2 215 -141 2- 7 237 -455 7-11 21 -21 9-10 557 -473 0- 1 34 -36 4- 6 862 -756 5- 6 763 -886 8- 9 473 -557 10-11 473 -557 EndPts MaxTen MaxComp 2- 3 763 -628 3- 7 619 -530 6- 7 440 -265 7- 8 794 -927 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.58 10.15 3 1.69 10.77 4 6.25 11.91 5 6.25 11.91 6 6.25 11.91 7 6.40 10.15 8 11.00 11.91 9 11.00 11.91 10 11.00 10.15 11 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.30 0.30 26 4 SP #2 N 13B 0.00 0.39 0.39 27 4 SP -02 -N -13B 0.01 0.44 0.45 1 4 SP #2 N 13B 0.01 0.15 0.16 2 4 SP -#2 -N -13B 0.02 0.16 0.19 2 4 SP #2 N 13B 0.00 0.18 0.19 2 4 SP -#2 -N -13B 0.14 0.12 0.26 24 4 SP -#3-13B -_-= Plate Member =-_- PLATE MEMBER - -=Fictious Member=-= SP #2 N 13B -=-=Fictious Member=- SP #2 N 13B - -=Fictious Member=- SP13-13B -=-=Fictious Member=- SP -#3-13B AXL GLC S Grade Length 0.23 24 4 SP 43 13B 4.00 0.24 24 4 SP -43-13B 54.30 0.13 27 4 SP -43-13B 17.67 0.40 25 4 SP #3 13B 53.03 [STD.AUTO.LOAD][OC 24.00)[DF 1.251INM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 091 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 091 Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 091 21.13 3.41 Plywd 60 PLF @ 0.0 to 60 @ 6.3 [y=15.11[10081 56.36 3.01 Plywd 60 PLF @ 6.3 to 60 @ 11.0 [y=15.11[1008] 57.00 0.01 Plywd Brg.# 1 Vert.R= 712.7 If Hor.R= 0.00 19.04 -0.74 Diaph Brg.# 2 Vert.R= 507.5 # Hor.R= 0.00 57.75 -0.00 Diaph ____________________-_-_-_ 55.25 -0.00 Diaph [FBC pass #2](OC 24.00)[DF 1.25](NM 11 17.67 -Bending Web- Repetitive Factors Used: Yes 0.50 -Vert- ----- 31 PLF @ 0.0 to 31@ 6.3 [y=15.11[ 09] 0.00 -Vert- ----- 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 091 0.00 -Vert- -----20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0)[ 091 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0)(1009] 0.00 -Vert- ----- Brg.# 1 Vert.R= 455.7 If Hor,R= -0.00 Brg.# 2 Vert.R= 324.5 # Hor.R= 0.0# Brace ______ ______________________ Plate Cq JSI Method def1Y(L) def1Y(T) dxL 2X4(Al) O.BO 0.09 0.00 L/999 0.01 L/999 0.00 1.5X4[21 0.80 0.96 N 0.00 L/999 0.00 L/999 0.00 3X4 0.80 0.78 N 0.00 L/999 0.00 L/999 0.00 4X5 0.80 1.00 N 0.02 L/999 0.04 L/999 O.CO 3X8 0.80 0.65 N 0.02 L/999 0.04 L/999 0.00 3X4(8) 0.80 0.99 N 0.00 L/999 0.00 L/999 0,00 3X5(111 0.80 1.00 N 0.00 L/999 0.00 L/999 0.00 (Partial Unbal. Itl[OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1]1 C9] 31 PLF @ 6.3 to 31 @ 11.0 [y=15.1]( 091 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01( 09] dxT 60 PLF @ 1.6 to 60 @ 6.3 [y=15.1](IOC9] 60 PLF @ 6.3 to 60 @ 11.0 [y=15.1][1009] 0.00 Brg.# 1 Vert.R= 609.7 # Hor.R= -0.0# 0.00 Brg.# 2 Vert.R= 515.5 If Hor.R= 0.01 0.00 = ----- - - ---------------------=---=---=---= 0.00 (Partial Unbal. Rt)[OC 24.00][DF 1.25](NM 1] ---- Repetitive Factors Used: Yes ---- 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 09) 0.00 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 09] 0,00 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01( Oil 60 PLF @ 0.0 to 60 @ 1.6 [y=15.1][1009] 0.00 Brg.# 1 Vert.R= 430.2 If Hor.R= -0.0# ---- Brg.# 2 Vert.R= 225.0 If Hor.R= -0.0# [MWFRS ASCE Perp/L++][OC 24.00][DF 1.60)(NM 1) Reppetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][1009] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 09] 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ 09] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[10091 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ 09] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1009] Brg.# 1 Vert.R= 64.9 # Hor,R= 16.8# Brg.# 2 Vert.R= -25.2 # Hor.R= -0.0# -------------- [MWFRS ASCE Perp/L+-][OC 24.00](DF 1 60)[NM 11 Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][10091 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ 09) 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11( 09) 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0](1009] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0]( 09] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0](1309] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 09] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0]11009] Brg.# 1 Vert.R= 193.1 # Hor.R= 16.8# Brg.# 2 Vert.R= 94.2 # Hor.R= -0.00 [MWFRS ASCE Perp/L-+][OC 24.00][DF 1 60][NM 1] Reppetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 (y=12.0][1009] 10 PLF @ 0.0 to 10 @6.3 (y=15.111 09] 10 PLF @ 6.3 to 10 @ 11.0 (y=15.11( Cb] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01(IOC9] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 C9] -48 PLF @ 0.0 to -48 @ 6.3 L [y=12.0111009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 09] -48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1009] Brg.# 1 Vert.R= -312.1 # Hor.R= 74.80 Brg.# 2 Vert.R= -227.8 If Hor.R= 0.00 [MWFRS ASCE Perp/L--)[OC 24.001[DF 1.60)(NM Repetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 [y=12.01[100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ O; 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ O; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 -48 PLF @ 0.0 to -48 @ 6.3 L [y=12.0][1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ O; -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[100; Brg.# 1 Vert.R= -183.9 # Hor.R= 74.89 Brg.# 2 Vert.R= -108.4 # Hor.R= -0.09 [MWFRS ASCE Perp/R++][OC 24.00][DF 1.60](NM Reppetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ 01 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ 01 -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ O; -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0)[100; Brg.# 1 Vert.R= -104.7 # Hor.R= 48.8# Brg.# 2 Vert.R= -43.6 # Hor.R= -0.0# (MWFRS ASCE Perp/R+-1[OC 24.00](DF 1 60)[NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 6.3 (y=15.1]( 01 10 PLF @ 6.3 to 10 @ 11.0 (y=15.1]( 0; -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -11 PLF @ 6.3 to -11 @ 11.0 [y=12.01[100; Brg.# 1 Vert.R= 23.5 If Hor.R= 48.8# Brg.# 2 Vert.R= 75.8 # Hor.R= -0.00 [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1]( 01 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11( 01 -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0][1( 10 PIF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 01 -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0][100( Brg.# 1 Vert.R= -162.2 # Hor.R= 48.89 Brg.# 2 Vert.R= -_214.0 # Hor.R= # - - _0_0 - [MWFRS ASCE Perp/R--](OC 24.00)[DF 1.60](NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @6.3 [y=15.11[ 01 10 PLF @ 6.3 to 10 @ 11.0 [y=15.111 Oi -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.3111( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0)(100; Brg.# 1 Vert.R= 34.0 # Hor.R= 48.8# Brg.# 2 Vert.R= -94.6 # Hor.R= -0.09 [MWFRS ASCE Parl++](OC 24.00][DF 1.60)(NM 1] Reppetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.3]11001 10 PLF @ 0.0 to 10 @ 6.3 [y=15.13[ 01 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1)[ N -11 PLF @ 0.0 to 11 @ 6.3 L (y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.C11 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.C11 01 -11 PLF @ 6.3 to -11 @ 11.0 [y=12.C][1001 Brg.# 1 Vert.R= -1.1 # Hor.R= 16.80 Brg.# 2 Vert.R= -19.1 If Hor.R= -0.00 [MWFRS ASCE Parl+-](OC 24.00)[DF 1.6C)INM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[100! 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 0; 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ 0; -11 PLF @ 3.0 to -11 @ 6.3 L [y=12.01[1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01( 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]7 O; -11 PLF @ 6.3 to -11 @ 11.0 (y=12.0111001 Brg.# 1 Vert.R= 127.0 # Hor.R= 16.811 Brg.# 2 Vert.R= 100.3 # Hor.R= -0.0# [MWFRS ASCE Parl-+][OC 24.00)[DF 1 60)[NM 11 B.eppetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0111008] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ 08) 10 FLF @ 6.3 to 10 @ 11.0 [yy=15.1][ 08) -59 PLF @ 0.0 to -59 @ 6.3 L [y=12.0](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08) 10 PLF @ 1.3 to 10 @ 11.0 [q= 5.0][ 08) -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0][1008] Brg.# 1 Vert.R= -299.6 # Hor.R= 91.3# Brg.# 2 Vert.R= -246.6 # Hor.R= -0.0# (MWFRS ASCE Parl--)[OC 24.00)[DF 1.60)(NM 11 Repetitive Factors Used: Yes 13 FLF @ 1.3 to 13 @ 11.0 [y=10.0][1008) 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 08) 10 PLF @ 6.3 to 10 @ 11.0 [y--15.1][ 08] -59 PLF @ 0.0 to -59 @ 6.3 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [ = 5.0][ 08] -59 PLF @ 6.3 to -59 @ 11.0y=12.0][1008] Brg.# 1 Vert.R= -171.4 # Hor.R= 91.311 Brg.# 2 Vert.R= -127.2 # Hor.R= 0.00 IMWFRS ASCE Pr D/L++](OC 24.00)[DF 1.60)(NM 11 Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 08] 30 PLF @ 6.3 to 30 @ 11.0 [y=15.1][ 08) -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0](1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[1008] Brg.# 1 Vert.R= 260.9 # Hor.R= 16.89 Brg.# 2 Vert.R= 112.7 # Hor.R= -0.01 [MWFRS ASCE PrpD/L+-][OC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.01(10081 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1][ 081 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=13.01[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] -11 PLF @ 0.0 to -11 @ 6.3 L [q=12.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] 48 PLF @ 0.0 to 48@ 1.2 [y-10.0)[1008] Brg.# 1 Vert.R= 389.0 # Hor.R= 16.81 Brg.# 2 Vert.R= 232.1 # Hor.R= -0.00 ------------ [MWFRS ASCE PrpD/L--][OC 24.001[DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 (y=12.0)[1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 081 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ 08] 13 PLF @ 1.3 to 13 @ 11.0 1y=10.0)11008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 6.3 L [y=12.0)11003] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0][ 08) -48 PLF @ 0.0 to -48 @ 1.2[y=10.0][1008] Brg.# 1 Vert.R= 12.0 # Hor.R= 74.8# Brg.# 2 Vert.R= 29.5 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-1[OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 6.3 [y=15.111 08) 30 PLF @ 6.3 to 30 @ 11.0 (y--15.11( 08) -31 PLF @ 0.0 to -31 @ 6.3 L (y=12.01(1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][1008) Brg.# 1 Vert.R= 219.4 # Hor.R= 48.8# Brg.# 2 Vert.R= 213.6 # Hor.R= -0.00 [KWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01[10081 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1]1 08] 30 PLF @ 6.3 to 30 @ 11.0 [Yq=15.1][ 08] 6 -31 PLF @ 0.0 to -31 @ .3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0][1008] Brg.# 1 Vert.R= 162.0 # HOr.R= 48.8# Brq.# 2 Vert.R= 43.3 # Hor.R= 0.06 [MWFRS ASCE Pr1D+-][OC 24 00](DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0](1008) 31 PLF @ 0.0 to 31 @ 6.3 (y=15.11( 08) 30 PLF @ 6.3 to 30 @ 11.0 [y=15.111 08) -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.011 08] -11 PLF @ 6.3 to -11 @ 11.0 [y=12.01[1008] Brg.# 1 Vert.R= 323.0 # Hcr.R= 16.8# Brg.# 2 Vert.R= 238.2 # Hor.R= -0.0# (MWFRS ASCE PID1--][OC 24.00][DF 1.60][EM 1) Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 08) 30 PLF @ 6.3 to 30 @ 11.0 1y=15.11[ 08) -59 PLF @ 0.0 to -59 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]1 081 20 PLF @ 1.3 to 20 @ 11.0 [y-- 5.011 08] -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0)[1008) Brg.# 1 Vert.R= 24.6 If Hor.R= 91.3# Brg.# 2 Vert.R= 10.7 # Hor.R= -0.0# --------------- (C6C ASCE Wind Lt -+][OC 24.00][DF 1 60](NM 1] Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.11[ 08] -39 PLF @ 0.0 to -39 @ 1.2 (y=10.0][1008] 10 PLF @ 3.0 to 10 @ 6.2 [y=15.11[ 08] -125 PLF @ 6.3 to -125 @ 9.3 (y=12.0][1008] 10 PLF @ 6.3 to 10 @ 9.3 [y=15.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 `y=10.0][1008] 10 PLF @ 9.3 to 10 @ 11.0 [y=15.11[ 08] -99 PLF @ 3.0 to -99 @ 6.3 L [y=12.0](1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 11.0 [q= 5.01[ 081 -97 PLF @ 9.3 to -97 @ 11.0 [y=12.0][1008] [C6C ASCE Wind Rt -+][OC 24.00][DF 1 60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][1008] 10 PLF @ 0.0 to 10 @ 3.3 (y=15.111 081 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] 10 PLF @ 3.3 to 10 @ 6.2 [y=15.11[ 08] -97 PLF @ 6.3 to -97 @ 8.0 ty=12.0][1008] 10 PLF @ 6.3 to 10 @ 8.0 [y=15.11[ 08] -13 PLF @ 1.2 to -13@1160 11.0 (y=10.0)(1008] 10 PLF @ 8.0 to 10 @ 11.0 [y=15.11[ 08] -158 PLF @ 3.3 to -158 @ 6.3 L (y=12.0][10081 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.011 08) 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.011 081 _125-PLF-@- 8_0 to -_125 @ 11_0-[y=12_0]11308] - [C6C ASCE Wind Lt --][OC 24.0011DF 1.60][NM 1] Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 3.0 [=15.1)[ 08) -65 PLF @ 0.0 to -65 @ 1.2 5=10.0111008] 10 PLF @ 3.0to 10 @ 6.2 [y=15.111 08] -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0][1008] 10 PLF @ 6.3 to 10 @ 9.3 [y=15.111 081 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01(10081 10 PLF @ 9.3 to 10 @ 11.0 [y=15.11[ 08] -99 PLF @ 3.0 to -99 @ 6.3 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.0][ 08] -97 PLF @ 9.3 to -97 @ 11.0 [y=12.0][1008] [C6C ASCE Wind Rt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][1008] 10 PLF @ 0.0 to 10 @ 3.3 [y-15.11] 08) -13 PLF @ 0.0 to -13 @ 1.2 (y=10.bj(1008] 10 PLF @ 3.3 to 10 @ 6.2 [=15.1]1 08] -97 PLF @ 6.3 to -97 @ 8.0 N=12.0][1008] 10 PLF @ 6.3 to 10 @ 8.0 [y=15.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 8.0 to 10 @ 11.0 [y=15.11[ 08] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01[ 08) -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0][1008] [C6C ASCE Wind Rt-+D][OC 24.00)[DF 1 60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][1008] 31 PLF @ 0.0 to 31 @ 3.3 (y=15.1][ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008) 31 PLF @ 3.3 to 31 @ 6.2 [y=15.111 08] -97 PLF @ 6.3 to -97 @ 8.0 (y=12.0][1008] 30 PLF @ 6.3 to 30 @ 8.0 [q=15.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 fy=10.0][1008] 30 PLF @ 8.0 to 30 @ 11.0[y=15.11( 08] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01[ 081 -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0][1008] [C6C ASCE Wind Lt--D)(OC 24.00][DF 1 60)[NM 1] Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L 1y=11.2][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=15.1][ 08] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1008] 31 PLF @ 3.0 to 31 @ 6.2 [y=15.11( 08] -125 PLF @ 6.3 to -125 @ 9.3 (y=12.0)(1008] 30 PLF @ 6.3 to 30 @ 9.3 [y=15.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 9.3 to 30 @ 11.0 [99=15.1][ 08] -99 PLF @ 3.0 to -99 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [ -- 5.0][ 08] -97 PLF @ 9.3 to -97 @ 11.0 [y=12.0](1008] [C6C ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [9=11.3][1008] 31 PLF @ 0.0 to 31 @ 3.3 (y=15.1][ 08] -13 PLF @ 0.0 to -13 @ 1,2 [y=10.0][1008] 31 PLF @ 3.3 to 31 @ 6.2 [y=15.11[ 081 -97 PLF @ 6.3 to -97 @ 8.0 [y=12.0][1008] 30 PLF @ 6.3 to 30 @ 8.0 [y=15.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.0 to 30 @ 11.0 [y=15.11[ 08] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.01( 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0][1008] JOD:(1bJZb) /Ab Top chord 2x4 SP #2 N 138 Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 138 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Defection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) PLT. TYP.-WAVE 10'3"12 4'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 plf at 4.25 TC- From 91 plf at 4.25 to 91 plf at 11.00 BC- From 20 plf at 0.00 to 20 plf at 11.00 TC- 92.89 Ib Conc. Load at 10.31 BC- 28.13 Ib Conc. Load at 10.31 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W1.5X4 S 2.50 [10] W3X4(R) 1.25R 2.00 [13] W3X5 S 3.00 93# + 8-4- 9 "4- 11.5X4 m 3X4(R)[101 FLORIDA QUALITY TRUSS !- TEL.: (954) 975-3384 TAX: (954) 978-8980 M6 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 R=721# U=336# RL=62# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RESlTPI.2007 FT/RT=20%(0%y 1(0) ••WARNINGI•• READ AND FOLLO' "IMPORTANT" FURNISH THIS DRAWING Trusaea rembe a trema care in f.bdcala q. har.50V, alippkV, it QTY= 1 TOTAL= 1 WINGI IDING THE INSTALLERS, Aow gn ates, ddim d SCSI (Budding Compor % Safety Wmnalion, by TPI and wTCA) Ir salty ..Etas p—b pa la wq 0— k—1 mu. In talm; WI p—ld. ImW—y brave par BC51. rim noted all—,se, lop dwd WA have praperly as dud &Lvb.t slleagmlB and boBam chord W have • prapedy atladud I secfi Lamm etmwn for pa pkable lateral plates t d verba aA have d posd vra sh pm SCSI asthma 133, 87 m 81ls a. app Wed Apply pales to each face Urea ark Ang. I a z fm .have dna an ge Jdr.Oebis, urJass rlodd aUurvase. tm to arewinga,60A-Z lar -eft p We W her . ITW BudW b Cd q — Gana lnc. ahY noI be SUTP11. k fm any aevmia I Iron r drawwV lairds b�ula a. bm ti cmfamvrca w.h ANSVTPI I, o for Ma6g, ahpplrq, iuteLlbn brava dtrusaea. Aanal ontlAalawFgmoverpap MBBgBb ftAV,Th. atillabRy FlabRy ad!—Uf ad prof...kn.l 1p yW. —Ist. lld.lrfmpf the ft SUahem Teta Wu..dtl2. dnvMg I my etAxaul. a Bu raapataBly alga SulvY Da.gn.r pet ANSVTPI 18-2. Far more Won..b- see IN.lob'. genal Was page aM Bea web Yes: ITWBCG:_.awbcg.cam; TPI: v tpvW.org; WTCA v. wabcinauwy. ICC: rvnvkcsale.mg 9 R=628# U=307# l�J =4X6 SEQ = 369025 REV. 10.03.12.0410.00 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.0psf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN [ALPINE)(F3C201ORes/TPI-2007](A6](15325/1] (TCLL 30.0)[TCDL 15.0][BCDL 10.0][BCLL 0.0][DF 1.251[OC 24.0][NM 1)[SOFFIT 2.01 =====Bearings=== [X-Loc](React)[Size) ===== [ 1.25][ 721][ 149h1[O.67] [10.151[ 628][0.25] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 3 178 -266 0.03 0.18 0.21 1 4 SP #2 N 13B 3- 5 814 -860 0.00 0.17 0.17 26 4 SP -02-4-13B 6- 8 917 -998 0.09 0.11 0.26 31 4 SP #2 N 13B 8-10 917 -998 0.01 0.32 0.33 3 4 SP12-N-13B 1- 2 276 -149 0.00 0.08 0.08 3 4 SP #2 N l3B 2- 7 102 -243 0.03 0.08 0.10 3 4 SP -12 -N -13B 7- 9 806 -834 0.20 0.08 0.29 3 4 SP #2 N 13B 9-13 19 -15 0.00 0.10 0.11 3 4 SP #2-N 13B 11-12 507 -570 0.15 0.06 0.21 25 4 SP13-13B 0- 1 29 -15 -_-= Plate Member =-_- PLATE MEMBER 4- 5 803 -815 -=-=Fictious Member=- SP #2 N 13B 4- 6 917 -998 - -=Fictious Member=- SP #2 N 13B 10-11 570 -507 -=-=Fictious Member=- SP -13-13B 12-13 570 -507 -=-=Fictious Member=- SP_13-13B EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 2- 3 763 -648 0.23 24 4 SP #3 13B 4.00 3- 7 769 -701 0.29 1 4 SP -03-13B 30.33 4- 7 216 -133 0.06 26 4 SP -03-13B 11.67 4- 9 231 -135 0.09 1 4 SP -13-13B 37.13 8- 9 373 -368 0.11 27 4 SP -03-13B 11.67 9-10 1045 -963 0.40 3 4 SP #3 13B 37.13 [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: No 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 0%] 31 PLF @ 4.3 to 31 @ 11.0 [y=14.6]1 0%] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0]( 0%] 21.13 3.41 Plywd 60 PLF @ 0.0 to 60 @ 4.3 [y=14.6][1008] 31.63 3.01 Plywd 60 PLF @ 4.3 to 60 @ 11.0 [y=14.6][100%] 40.50 0.01 Plywd 50.66 Lbs. @ 10.3, 14.6 Angle=210 40.50 -0.00 Plywd 15.34 Lbs. @ 10.3, 5.0 Angle=210 19.04 -0.74 Diaph 42.22 Lbs. @ 10.3, 14.6 Anqle=210 32.00 -0.00 Diaph 12.19 Lbs. @ 10.3, 5.0 Angle=270 40.50 -0.00 Diaph Brg.# 1 Vert.R= 721.5 # Hor.R= -0.0# 40.50 -0.00 Diaph Brg.# 2 Vert.R= 619.7 # Hor.R= -0.04 11.67 -Bending We 0.50 -Vert- ----- [FBC pass #21[OC 24.00)[DP 1.25)[NM 1] 0.00 -Vert- ----- Repetitive Factors Used: Yes 0.00 -Vert- ----- 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6]1 0%] 0.00 -Vert- ----- 31 PLF @ 4.3 to 31 @ 11.0 [y=14.61[ 0%] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.01[ 0%] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][100%1 Brg.# 1 Vert,R= 455.7 # Hor.R= -0.0# Brq.# 2 Vert.R= 324.5 # Hor.R= -0.00 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL O1 0.00 .00 10.24 2X4(Al) 0.80 0.09 0.00 L/999 0.01 L/999 0.00 2 1.58 10.15 1.5X4[21 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 3 1.69 10.77 3X4 0.80 0.78 N 0.00 L/999 0.00 L/999 0.00 4 4.25 11.41 4X6 0.80 0.79 N 0.02 L/999 0.04 L/999 0.00 5 4.25 11.41 ---- ----- ---- ----- ---- 6 4.25 11.41 ---- ----- ---- ----- ---- 7 4.25 10.15 3X4 0.80 0.70 N 0.02 L/999 0.04 L/999 0.00 8 7.63 11.41 1.5X4 0.80 0.46 N 0.02 L/999 0.06 L/999 0.00 9 7.63 10.15 3X8 0.80 0.85 N 0.02 L/999 0.05 L/999 0.00 10 11.00 11.41 3X4(R)[101 80 0.99 N 0.00 L/999 0.00 L/999 0.00 11 11.00 11.41 ---- ----- ---- ----- ---- 12 11.00 10.15 3X51131 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 13 11.00 10.15 ---- ----- ---- ----- ---- [Partial Unbal. Lt)(OC 24.00][DF 1.25][NM 1] Reppetitive Factors Used: No 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 0%] 31 PGF @ 4.3 to 31 @ 11.0 [y=14.61[ 0%] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]( 0%) dxT 60 PLF @ 1.6 to 60 @ 4.3 [y=14.6](100%) 60 PLF @ 4.3 to 60 @ 11.0 (q=14.6](100%] 0.00 50.66 Lbs. @ 10.3, 14.6 Angle=210 0.00 15.34 Lbs. @ 10.3, 5.0 Angle=270 0.01 42.22 Lbs. @ 10.3, 14.6 Angle=270 0.01 12.79 Lbs. @ 10.3, 5.0 Angle=270 ---- Brg.# 1 VeIt.R- 618.5 # Hor.R= -0.09 ---- Brg.# 2 Vert.R= 627.7 # Hor.R= -0.01 0.00 0.00 [Partial Unbal. Rt](OC 24.00](DF 1.25)[NM 11 0.01 Repetitive Factors Used: No 0.00 31 PLF @ 0.0 to 31 @ 4.3 1y=14.6][ 0%] ---- 31 PLF @ 4.3 to 31 @ 11.0 [y=14.61[ 0%] 0.01 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 0%) ---- 60 PIF @ 0.0 to 60 @ 1.6 [y--14.61[1GO%l 50.66 Lbs. @ 10.3, 14.6 Angle=270 15.34 Lbs. @ 10.3, 5.0 Angle=270 42.22 Lbs. @ 10.3, 14.6 Angle -270 12.79 Lbs. @ 10.3, 5.0 Angle=210 Brg.# 1 Vert.R= 439.0 # Hor.R= -0.09 Brg.# 2 Vert.R= 337.2 # Hor.R= -0.00 [MWFRS ASCE Perp/L++](OC 24.00][DF 1.60)(NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.0)[100%1 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6]] 0%) -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][100%] 10 PLF @ 4.3 to 10 @5.5 [y=14.61( 0%) 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61( 0%] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] -11 PIF @ 5.5 to -11 @ 11.0 [y=11.5][100%) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 0%] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5](100%1 Brg.# 1 Vert.R- 59.4 # Hor.R= 11.4# Brg.# 2 Vert.R= -23.9 # Hor.R= -0.0# -------------- [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 4.2 [y=14.61[ 0%] -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][100%] 10 PLF @ 4.3 to 10 @5.5 [y=14.61[ 011 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61( C11 13 PLF @ 1.3 to 13 @ 11.0 [y-10.01[100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5][100%] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0%) -11 PLF @ 4.3 to 11 @ 5.5 [y=11.5)(100%) Brg.# 1 Vert.R= 187.6 # Hor.R= 11.49 Brg.# 2 Vert.R= 95.5 # Hor.R= -0.04 [MWFRS ASCE Perp/L-+][OC 24.00)[DF 1 60][NM Repetitive Factors Used: Yes -98 PLF @ 0.1 to -48 @ 1.2 (y=10.0][100; 10 PLF @ 0.0 to 10 @ 4.2 (y=14.61[ O; -48 PLF @ 0.0 to -48 @ 4.2 L I =11.5)[1( 10 PLF @ 4.3 to 10 @ 5.5 (y=14.6][ O; 10 PLF @ 5.5 to 10 @ 11.0 (y=14.61[ OS -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)[100= 10 FLF @ 0.0 to 10 @ 1.2 ly= 5.0][ 0 -59 PLF @ 5.5 to -59 @ 11.0 (y=11.5][100 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0)[ 01 -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5)(1001 Brg.# 1 Vert.R= -325.1 # Hor.R= 50.6# Brg.# 2 Vert.R= -232.8 # Hor.R= -0.0# [MWFRS ASCE Perp/L--](OC 24.00][DF 1 60][NM Repetitive Factors Used: Yes -48 PLF @ 0.1 to -48 @ 1.2 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ 01 -48 PLF @ 0.0 to -48 @ 4.2 L (y=11.51[1( 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 01 10 PLF @ 5.5 to 10 @ 11.0 1y=14.61[ 0 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0 -59 PLF @ 5.5 to -59 @ 11.0 [y=11.51[100 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.011 0 -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5111001 Brg.# 1 Vert.R= -196.9 # Hor.R= 50.6# Brg.# 2 Vert.R= -113.4 # Hor.R= 0.0# [MWFRS ASCE Perp/R++][OC 24.00)[DF 1.60)[NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L (y=11.5][1( 10 PIF @ 0.0 to 10 @ 4.2 (y=14.6][ 0 -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[100; 10 PIF @ 4.3 to 10 @ 5.5 (y=14.61[ 01 10 PLF @ 5.5 to10 @ 11.0 [y=14.61[ 0 -11 PLF @ 5.5 to -11 @ 11.0 [y=11.51(100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( O1 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.011 01 -11 PLF @ 4.3 to -11 @ 5.5 (y=11.5]1100 Brg.# 1 Vert.R= -82.5 # Hor.R= 33.19 Brg_# 2 Vert.R= - _25.1 # Hor.R=- - -0_00 - [MWFRS ASCE Perp/R+-1[OC 24.00]IDF 1.60](NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.5](1( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ 0+ 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(1001 10 PLF @ 4.3 to 105.5 [y=14.6)( 01 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ OS -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5)[100 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]( 0; -11 PLF @ 4.3 to -11 @ 5.5 (y=11.51[100; Brg.# 1 Vert.R= 45.7 # Hor.R= 33.1# Brg.# 2 Vert.R= 94.3 # Hor.R= -0.00 IMAFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -pI PIF @ 0.0 to -31 @ 4.2 L [y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.2 1y=14.6)[ 0 -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[100 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 0 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ 0 -59 PLF @ 5.5 to 59 @ 11.0 [y=11.5](1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( O; 10 PIF @ 1.3 to 10 @ 11.0 (y= 5.01[ O; -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5][100 Brg.# 1 Vert.R= -198.5 # Hor.R= 33.10 Brg.# 2 Vert.R= -232.8 # Hor.R= 0.0# (MWFRS ASCE Perp/R--][OC 24.00)[DF 1 60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L (9=11.5][1( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6]1 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 4.3 to 10 @ 5.5 1y=14.61[ 01 10 PLF @ 5.5 to 10 @ 11.0 (y=14.61[ Oi -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5)[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 (= 5.0][ 08] -59 PLF @ 4.3 to -59 @ 5.5 y=11.5][1008) Brg.# 1 Vert.R= -70.3 # Hor.R= 33.1# Brg.# 2 Vert.R= -113.4 If Hor.R= -0.011 (MWFRS ASCE Parl++)[OC 24.00)[DF 1.6011NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L (y=11.5][1008] 10 PLF @ 0.0 to 10 @ 9.2 [ --14.61[ 08] -13 PLF @ 1.3 to -13 @ 11.0 1y=10.0][1008] 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 081 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ 08) -11 PLF @ 5.5 to -11@ 11.0 [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -11 PLF @ 4.3 to -11 @ 5.5(y=11.5](1008] Brg.# 1 Vert.R= -2.4 # Hor.R= 11.41 Brg.# 2 Vert.R= -18.4 If Hor.R= -0.00 [MWFRS ASCE Parl+-][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L (y=11.5](1008] 10 PLF @ 0.0 to 10 @ 4.2 (y=14.6]( 08) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0]110081 10 PLF @ 4.3 to 10 @ 5.5 [y=14.6][ 08) 10 PLF @ 5.5 to 10 @ 11.0 [p=14.6]( 081 -11 PLF @ 5.5 to -11 @ 11.0 1Y=11.5][10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 081 -11 PLF @ 4.3 to -11 @ 5.5 [y=11.51[1008) Brg.# 1 Vert.R= 125.8 # Hor.R= 11.49 Brg.# 2 Vert.R= 101.0 If Hor.R= 0.0# [MWFRS ASCE Parl-+][OC 24.001[DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L 1 =11.5][1008] 10 PLF @ 0.0 to 10 @ 4.2 (y=14.6]( 08] -13 PLF @ 1.3 to -13 @ 11.0 1y=10.01[10081 1C PLF @ 4.3 to 10 @ 5.5 fy=14.61[ 08) 1C PLF @ 5.5 to 10 @ 11.0 [y=14.6]1 08] -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5]11008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -59 PLF @ 4.3 to -59 @ 5.5 ty=11.5][1008] Brg.# 1 Vert.R= -304.7 # Hor.R= 61.81 Brg.# 2 Vert.R= -241.8 # Hor.R= -0.0# ------------ [MWFRS ASCE Parl--]IOC 29 00](DF 1.60)[NM 11 Reppetitive Factors Used: Yes -59 PLF @ 0,0 to -59 @ 4.2 L (y=11.5][1008] 10 PLF @ 0.0 to 10 @4.2 [y=14.6][ 08] 13 PLF @ 1,3 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 4.3 to 10 @ 5.5 (y=14.6]( 08] 10 PLF @ 5.5 to 10 @ 11.0 (y=14.6]( 08) -59 PLF @ 5.5 to -59 @ 11.0 `y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5][1008] Brg.# 1 Vert.R= -176.5 If Hor.R= 61.811 Brg.# 2 Vert.R= -122.4 # Hor.R= -0.011 [MWFRS ASCE PrpD/L++](OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.0)[1008) 31 PLF @ 0.0 to 31 @ 4.2 [y=14.61[ 08] -11 PLF 3 0.0 to -11 @ 4.2 L [y=11.5)[1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61[ 08] 30 PLF @ 5.5 to 30 @ 11.0 [y=14.6]( 08] -13 PLF @ 1.3 to -13@ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] -11 PLF ? 5.5 to -11 @ 11.0 [y=11.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF ? 4.3 to -11 @ 5.5[y-11.5][1008) Brg.# 1 Vert.R= 254.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 113.5 # Hor.R= 0.0# (V4FRS ASCE PrpD/L+-][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 (y -10.C)(1008] 31 FLF @ 0.0 to 31 @ 4.2 [y=14.61[ 081 -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6)[ 08] 30 PLF @ 5.5 to 30 @ 11.0 1y=14.6'[ 08] 13 PLF @ 1.3 to 13 @ 11.0 1y=10.0 [1008] 20 PLF @ 0.0 to 20 @ 1.2 (p= 5.911 08] -11 PLF @ 5.5 to -11 @ 11.0 1y=11.5][10081 20 PLF @ 1.3 to 20 @ 11.0 ly= 5.011 08] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5)[1008] Brg.# 1 Vert.R= 382.8 # Hor.R= 11.41 Brg,# 2 Vert.R= 232.9 # Hor.R= -0.0# (MWFRS ASCE PrpD/L--)[OC 24.00][DF 1.60][EM 1] Repetitive Factors Used: Yes -48 PLF @ 0.1 to -48 @ 1.2 [y=10.01[1008] 31 PLF @ 0.0 to 31 @ 4.2 [yy=14.6]( 08] -48 PLF @ 0.0 to -48 @ 4.2 L [y=11.5][1008] 30 PLF @ 4,3 to 30 @ 5.5 [y=19.6][ 08] 30 PLF @ 5.5 to 30 @ 11.0 [y=14.61[ 081 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] -59 PLF @ 5.5 to -59 @ 11.0 1Y=11.5][1008] 20 PLF @ 1.3 to 20 @ 11,0 [y= 5.01[ 08] -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5](1008] Brg.# 1 Vert.R= -1.7 If Hor,R= 50.6# Brg.# 2 Vert.R= 24.0 If Hor.R= -0.011 (MWFRS ASCE PrpD/R+-)(OC 24.001[DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.5111008] 31 PLF @ 0.0 to 31 @ 4.2 (y=14.6][ 08] 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61( 08] 30 PLF @ 5.5 to 30 @ 11.0 [ =14.6][ 08] -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5)(1008) 20 PLF @ 0.0 to 20 @1.2 [y= 5.0][ 08) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08) -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1008] Brg.# 1 Vert.R= 240.9 # Hor.R= 33.14 Brg.# 2 Vert.R= 231.7 # Hor.R= 0.0# ------------ (MWFRS ASCE PrpD/R--][OC 24.00](DF 1.601INM 1) Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.5111008] 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6]( 08) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61[ 081 30 PLF @ 5.5 to 30 @ 11.0 [y=14.6][ 08] -59 PLF @ 5.5 to -59 @ 11.0 1y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0)[ 08] -59 PLF @ 4.3 to -59 @ 5.5[y=11.5][10081 Brg.# 1 Vert.R= 124.9 # Hor.R= 33.1# Brg,# 2 Vert.R= 24.0 # Hor.R= -0.0# (MWFRS ASCE PTID+-][0C 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1008] 31 PLF @ 0.0 to 31 @ 4.2 [y=14.61[ 081 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 30 PLF @ 4.3 to 30 @ 5.5 1y=14.61[ 08] 30 PLF @ 5.5 to 30 @ 11.0 11=14.6]1 08] -11 PLF @ 5.5 to -11 @ 11.0 `y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 4.3 to -11 @ 5.5 (y=11.5][1008] Brg.# 1 Vert.R= 321.0 If Hor.R= 11.4# Brg.# 2 Vert.R= 238.4 # Hor.R= -0.0# [MWFRS ASCE PIDI--](0C 24.00][DF 1.601[NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L [y--11.5)[100%] 31 PLF @ 0.0 to 31 @ 4.2 (y=14.6]1 081 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6)[ 08] 30 PLF @ 5,5 to 30 @ 11.0 [y=14.6][ 08] -59 PLF @ 5.5 to -59 @ 11.0 (y=11.5](1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]1 08] 20 PLF @ 1.3 to 20 @ 11.0 [y- 5.0][ 08] -59 PLF @ 4.3 to -59 @ 5.5 1y=11.5][1008] Brg.# 1 Vert.R= 18.7 # Hor.R= 61.8# Brg.# 2 Vert.R= 15.1 If Hor.R= -0.011 [C6C ASCE Wind Lt -+](OC 24.00](DF 1.60](NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=14.6]1 08] -39 PLF @ 0.1 to -39 @ 1.2 1y=10.01[1008] 10 PLF @ 3.0 to 10 @ 4.2 [y=14.6]1 08] -125 PLF @ 4.3 to -125 @ 7.3 [y=11.5111008) 10 PLF @ 4.3 to 10 @ 7.3 [ =14.6][ 08] -13 PLF @ 1.2 to -13 @ 11.0 ly=10.01[10081 10 PLF @ 7.3 to 10 @ 11.0 [y=14.61[ 08) -99 PLF @ 3.0 to -99 @ 4.2 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 08] 10 PLF @ 1.2 to 10 @ "i'11= 1.0 [ = 5.0]( 08) -97 PLF @ 7.3 to -97 @ 11.0 y=11.5111008] [C6C ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L (=10.8][1008] 10 PLF @ 0.0 to 10 @ 1.3 ly=14.61[ 08] 13 PLF @ 0.1 to 13 @ 1.2(y=10.0][1008] 10 PLF @ 1.3 to 10 @ 4.2 [y=14.6][ 08] -97 PLF @ 4.3 to -97 @ 8.0 [y=11.5](1008] 10 PLF @ 4.3 to 10 @ 8.0 [y--14.6][ 08] -13 PLF @ 1.2 to -13 @ 11.0 1y=10.0][10081 10 PLF @ 8.0 to 10 @ 11.0 [y=14.6]1 08] -158 PLF @ 1.2 to -158 @ 4.2 L (y=11.51[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 08) 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01( 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5][1008] [C6C ASCE Wind Lt--]f0C 24.001[DF 1 60](NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2111008] 10 PLF @ 0.0 to 10 @ 3.0 [y=14.61[ 08] -65 PLF @ 0.1 to -65 @ 1.2 [y=10.0][1008] 10 PLF @ 3.0 to 10 @ 4.2 [y=14.61[ 08] -125 PLF @ 4.3 to -125 @ 7.3 [y=11.5)[1008] 10 PLF @ 4.3 to 10 @ 7.3 [y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[10081 10 PLF @ 7.3 to 10 @ 11.0 [y=14.6]1 08] -99 PLF @ 3.0 to -99 @ 4.2 L 1y=11.51[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 08] 10 PLF @ 1.2 to 10 @ 11.0 [ = 5.0][ 08] -97 PLF @ 7.3 to -97 @ 11.0 ly=11.5][10081 [C6C ASCE Wind Rt --)[OC 24.001[DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L [y=10.8][1008] 10 PLF @ 0.0 to 10 @ 1.3 [y=14.6][ 08] -13 PLF @ 0.1 to -13 @ 1.2 (y=10.01110081 10 PLF @ 1.3 to 10 @ 4.2 [ =14.6]( 08) -97 PLF @ 4.3 to -97 @ 8.0 y=11.5][1008] 10 PLF @ 4.3 to 10 @ 8.0 [y=14.61( 08) 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01110081 10 PLF @ 8.0 to 10 @ 11.0 [y=14.6]1 08] -158 PLF @ 1.2 to -158 @ 4.2 L fy=11.5]](1008] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.01f 08] 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.01[ 081 -125 PLF @ 8.0 to -125 @ 11.0 Iy=11.5)[1008] [C6C ASCE Wind Rt-+D]IOC 24.00](DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L I =10.81[1008] 31 PLF @ 0.0 to 31 @ 1.3 Iy=14.6][ 08] 13 PLF @ 0.1 to 13 @ 1.2 [y=10.0)[1008] 31 PLF @ 1,3 to 31 @ 4.2 [q=14.6)[ 08] -97 PLF @ 4.3 to -97 @ 8.0 `y=11.5](1008) 30 PLF @ 4.3 to 30 @ 8.0 [y=14.61[ 08] -13 PLF @ 1.2 to -13 @ 11.0 `y=10.0][1008] 30 PLF @ 8.0 to 30 @ 11.0 [y=14.6]( 08] -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] -125 PLF @ 8.0 to -125 @ 11.0 1y=11.5][10081 (C6C ASCE Wind Lt--D)(OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L 1y=11.2][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=14.6]1 08] -65 PLF @ 0.1 to -65 @ 1.2 (y=10.01[10081 31 PLF @ 3.0 to 31 @ 4.21y=14.6] [ 081 -125 PLF @ 4.3 to -125 @ 7.3 [y=11.51[10081 30 PLF @ 4.3 to 30 @ 7.3 fy=14.6][ 081 13 PLF @ 1.2 to 13 @ 11.0 1y=10.0](1008] 30 PLF @ 7.3 to 30 @ 11.0 j y=14.6]( 08) -99 PLF @ 3.0 to -99 @ 4.2 L [y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.011 08] 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.011 08] -97 PLF @ 7.3 to -97 @ 11.0 [y=11.5)[1008] [C6C ASCE Wind Rt--D](OC 24.00][DF 1.60][NM 11 Repetitive Factors U3ed: Yes -99 PLF @ 0.0 to -99 @ 1.2 L [y-10.8)[100%] 31 PLF @ 0.0 to 31 @ 1.3 [y=14.61[ 58) -13 PLF @ 0.1 to -13 @ 1.2 [y=10.0][1008] 31 PLF @ 1.3 to 31 @ 4.2 [y=14.61[ 08] -97 PLF @ 4.3 to -97 @ 8.0 fy=11.5](1008] 30 PLF @ 4.3 to 30 @ 8.0 [y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008) 30 PLF @ 8.0 to 30 @ 11.0 [y=14.61[ 08] -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01[ 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5)[1008] [MWFRS.UPLIFT.LOAD][OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: No 10 PLF @ 0.0 to 10 @ 11.0 fy=14.6]( 08) 10 PLF @ 0.0 to 10 @ 11.0 [y= 5.01f 08) -71 PLF @ 0.0 to -71 @ 11.0 [y--14.6)[1008] -55.59 Lbs. @ 10.3, 14.6 Angle=270 -21.60 Lbs. @ 10.3, 5.0 An le=270 Brg.# 1 Vert.R= -336.2 # Hor.R= -0.0# Brg.# 2 Vert.R= -307.0 # Hor.R= 0.0# 100:(1b32b) / til Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SID #3136 :Lt Wedge 2x4 SP_9313B::Rt Wedge 2x4 SP_#3_138: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. m=2X4(A1) PLT TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 30.Opsf 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC DL Wind loads and reactions based on MWFRS with additional C&C member design. //}} Left and right cantilevers are exposed to wind TOT.LD. Bottom chord checked for 10.00 psf non -concurrent live load. DUR.FAC. 5'3" 5'3" =4X5 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 36M PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 R=593# U=251# RL=27/-27# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RESlrPI-2007 QTY= 3 TOTAL= 3 WINGI MING THE INSTALLERS. s require eAmme are in fabricating, handling, shipping, instning and bracing. Ref« to and v the latest edition of SCSI (Building Component Safety information, by TPI and WTCA) for safety ccs prior to performing these functions. Inalallars shall provide temporary, bracing per SCSI. as noted dharwfae, top lord aha? leve prnpeM aaad,ed etrudval alearmng and bottom chard have a popery attached rigid ceip. Locabo s st— for m pee and lateral restraint of webs have bracing bulled per SCSI sections B3, B7 or 510, as applicable. Apply plates to each face ers and position as shown above and on the Joint Details. udess noted otherviae. r b drawnga ,SOA.Z tar standard plate positions. V B doting components Group Inc. shell not be nes onuid, for any devieticn from dict sewing, ,lure to build the Rosa in oo gar m, with ANSIyrPI 1, w for hendlrg, shipping, km ,klisn ing of bus— A awl on IN, drrMng or oovar page patlng Rota drrvirg, ddiestaa ee ept.— of protassonal ,«ring respomlbll'y adey for the design shwnt. The auraErdy and us. of IN& drwMg ny a,nldtlm la Na nep— My MIM BuGddg Da.lgn.r par ANSIyrPI 1 Sw.2. Fpr more information see this job's general odes page and these web area Wwww: ITBCG: .twbeg.00m; TPI: wwv.tpirut.org; WrCA: wwwsbcindustry.com; ICC:—loctefe.org R=593# U=251# W=8" (Rigid Surface) REV. 10.03.12.0410.00 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 369002 SCALE =0.7500 REF DATE 10-15-2015 DRWG O/A LEN. 100600 JOB #: 15325 TYPE COMN [ALPINE)[FBC201ORes/TPI-2007][B1][15325/1] [TCLL 30.0](TCDL 15.0)[BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0](NM 1][SOFFIT 2.01 =====Bearings=== [X-Loc][React][Size] ===== ( 1.25][ 593][ 27h][O.67] ( 8.58]( 593][0.67] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch 0- 3 417 -421 0.00 0.53 0.53 30 4 SP #2 N 13B 65.11 3.13 5- 8 417 -421 0.00 0.53 0.53 29 4 SP12-1-13B 65.11 -3.13 1- 2 332 -284 0.08 0.83 0.92 6 4 SP #2 N 13B 19.04 -0.74 2- 6 348 -305 0.09 0.87 0.95 6 4 SP12-N-13B 44.00 0.00 6- 7 34B -305 0.09 0.87 0.95 3 4 SP #2 N 13B 44.00 -0.00 7- 9 332 -284 0.08 0.83 0.92 3 4 SP12-N-13B 19.04 0.74 0- 1 459 -334 = = Plate Member = _ PLATE MEMBER 0.50 -Vert- 8- 9 459 -334 _-= Plate Member = _ PLATE MEMBER 0.50 -Vert- 3- 4 420 -304 - -=Fictious Member==- SP #2 N 13B 0.00 -Vert- 4- 5 420 -304 - -=Fictious Member=- SP #2 N 13B 0.00 -Vert- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 4- 6 538 -312 0.16 29 4 SP -#3-13B 14.56 Node X -Loc Y -Loc Plate Cq JSI Method deflY(L) def1Y(T) dxL 0 0.00 10.28 ---- ----- --- -- 1 0.00 19.24 2X4(Al) 0.80 0.39 0.07 L/263 0.18 L/105 0.00 2 1.58 10.15 0.00 L/999 0.00 L/999 0.00 3 5.25 11.66 4X5 0.80 0.93 N 0.10 L/919 0.22 L/404 0.01 4 5.25 11.66 ---- ----- ---- ----- ---- 5 5.25 11.66 ---- ----- ---- ----- ---- 6 5.25 10.15 1.5X4 0.80 0.43 N 0.10 L/923 0.22 L/406 0.00 7 8.92 10.15 0.00 L/999 0.00 L/999 0.00 8 10.50 10.28 ---- ----- ---- ----- ---- 9 10.50 10.24 2X4(A1) 0.80 0.39 0.07 L/263 0.18 L/105 0.01 [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%] Brace 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0][ 0%] Plywd 60 PLF @ 0.0 to 60 @ 5.3 [y=14.8][100%] Plywd 60 PLF @ 5.3 to 60 @ 10.5 [y=14.8][100%] Diaph Brg.# 1 Vert.R= 582.3 # Hor.R= 0.0# Diaph Brg.# 2 Vert.R= 582.3 # Hor.R= -0.0# Diaph=-------------- =-_-=--=---=---=-------------- Diaph [FBC pass #2][OC 24.00][DF 1.25][NM 1] ----- Repetitive Factors Used: Yes ----- 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%] ----- 31 PLF @ 5.3 to 31 @ 10.5 (y=14.8][ 0%] ----- 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.0]( 0%] 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.0](100%] Brg.# 1 Vert.R= 372.3 # Hor.R= 0.00 Brg.# 2 Vert.R= 372.3 # Hor.R= -0.09 dxT [Partial Unbal. Lt][OC 24.00][DF 1.25](NM 1] ---- Repetitive Factors Used: Yes 0.00 31 PLF @ 0.0 to 31 @ 5.3 [y=14.811 0%) 0.00 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%) 0.02 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0][ 0%] ---- 60 PLF @ 1.6 to 60 @ 5.3 [y=14.8][100%] ---- 60 PLF @ 5.3 to 60 @ 10.5 [y=14.8][100%] 0.00 Brg.# 1 Vert.R= 477.1 # Hor.R= 0.0# 0.01 Brg.# 2 Vert.R= 592.6 # Hor.R= -0.00 =--=-=-- 0.02 [Partial Unbal. Rt][OC 24.00][DF 1 25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81( 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%] 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.0][ 0%] 60 PLF @ 0.0 to 60 @ 1.6 [y=14.811100%] Brg.# 1 Vert.R= 372.6 # Hor.R= 0.09 Brg.# 2 Vert.R= 257.1 # Hor.R= -0.0# ------------------ (Partial Unbal. Ltl][OC 24.00][DF 1 25][NM 1] Reppetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%] 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0][ 0%] 60 PLF @ 8.9 to 60 @ 10.5 [y=14.8][100%] Brg.# 1 Vert.R= 257,1 # Hor.R= 0.04 Brg.# 2 Vert.R= 372.6 # Hor.R= -0.0# ---------------- [Partial Unbal. Rtl](OC 24.00][DF 1 25](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%] 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.0]( 0%] 60 PLF @ 0.0 to 60 @ 5.3 (y=14.8][100%] 60 PLF @ 5.3 to 60 @ 8.9 [y=14.8][100%] Brg.# 1 Vert,R= 592.6 # Hor.R= 0.0# Brg.# 2 Vert.R= 477.1 # Hor.R= -0.0# -------------------- [MWFRS ASCE Perp/L++][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81[ 0%] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8][ 0%] -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%] 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0][ 0%] -31 PLF @ 5.3 to 31 @ 10.5 R [y=10.5][100%] 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 0%1 Brg.# 1 Vert.R= 48.7 # Hor.R= -26.9# Brg.# 2 Vert.R= -97.1 # Hor.R= 0.09 ----------------------------------------------- [MWFRS ASCE Perp/L+-][OC 29 00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81( 0%] 10 PLF @ 5.3 to 10 @ 10.5 (y=14.8]( 0%] -11 PLF @ 0.0 to 11 @ 5.3 L [y=11.8][100%] 10 PLF @ 0.0 to 10 @ 1.2[y= 5.0][ Oi 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100; 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0]1 Oi -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.011 O; Brg.# 1 Vert.R= 150.2 # Hor.R= -26.9# Brg.# 2 Vert.R= 4.4 # Hor.R= -0.09 --------------------- [MWFRS ASCE Perp/L-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][100; 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8][ O; 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0' -4B PLF @ 0.0 to 48 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @ 1.2[y= 5.0][ O; -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][100; 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0][ W -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ Oi Brg.# 1 Vert.R= -247.7 # Hor.R= 21.8# Brg.# 2 Vert.R= -115.3 # Hor.R= 0.0# (MWFRS ASCE Perp/L--][OC 24.00](DF 1.60)(NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 (y=10.01[100' 10 PLF @ 0.0 to 10 @ 5.3 (y=14.81[ 0' 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0`: -48 PLF @ 0.0 to -48 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0' -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][100; 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0]] O; -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 01 Brg.# 1 Vert.R= -146.1 # Hor.R= 21.8# Brg.# 2 Vert.R= -13.7 # Hor.R= 0.00 [MWFRS ASCE Perp/R++](OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @5.3 [y=14.8]( 0; 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8]( O; 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0][100; 10 PLF @ 0.0 to 10 @ 1.2[y= 5.0]( 01 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0]( O; -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 01 -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][100i Brg.# 1 Vert.R= -97.1 # Hor.R= 26.99 Brg.# 2 Vert.R= 48.7 # Hor.R= 0.09 [MWFRS ASCE Perp/R+-][OC 29 00][DF 1.60)(NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [p= 10 PLF @ 0.0 to 10 @ 5.3 [y=19.8][ 0; 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 01 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0' 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0][ 01 -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5](1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 01 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][1001 Brg.# 1 Vert.R= 4.5 # Hor.R= 26.9# Brg.# 2 Vert. -R= - 150.2 # Hor.R=_0_0# - [MWFRS ASCE Perp/R-+][OC 24.00)[DF 1.60)[NM Reppetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81[ 01 10 PLF @ 5.3 to 10 @ 10.5 (y=14.8][ 01 -48 PLF @ 9.3 to -48 @ 10.5 (y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 9.2 (y= 5.0][ 01 -48 PLF @ 5.3 to -48 @ 1C.5 R [y=10.5][1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 01 -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0](1001 Brg.# 1 Vert.R= -115.3 # Hor.R= -21.89 Brg.# 2 Vert.R= -297.7 # Hor.R= 0.0# [MWFRS ASCE Perp/R--][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8][ 0' 10 PLF @ 5.3 to 10 @ 10,5 [ =14.8][ 0%] -48 PLF @ 9.3 to -48 @ 10.5 y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0%] 10 PLF @ 1.3 to 10 @ 9.2 ly= 5.01[ 0%] -48 PLF @ 5.3 to -48 @ 10.5 R [y=10.51(100%) 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01[ 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%] Brg.# 1 Vert.R= -13.7 # Hor.R= -21.811 Brg.# 2 Vert.R= -146,1 # Hor.R= 0.011 ------------------ IMWFRS ASCE Parl++[IOC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8]( 0%] 10 PLF @ 5.3 to 10 @ 10.5 Iy-14.8][ 0%] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 9.2 (= 5.0][ 0%] -13 PLF @ 1.3 to -13 @ 9.2 y=10.01(100%] 10 PLF @ 9.3 to 10 @ 10.5 [yy= 5.0][ 0%) Brg.# 1 Vert.R= -0.5 # Hor.R= -0.0# Brg.# 2 Vert.R= -0.5 # Hor.R= 0.0# [MWFRS ASCE Parl+-][OC 24,00][DF 1.60][NM 1] Tetitive Factors Used: Yes PLF @ 0.0 to -11 @ 5.3 L [y=11.8][100%] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8)( 0%1 10 PLF @ 5.3 to 10 @ 10.5 [yy=14.8]( 0%] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.51[100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.011 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[100%1 10 PLF @ 9.3 to 10@ 10.5 [yY5.011 0%] Brg.# 1 Vert.R= 101.1 # Hor.r 0.011 Brg.# 2 Vert.R= 101.1 # Hor.R= -0.01 ---------------------- [MWFRS ASCE Parl-+][OC 29 00](DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L (y=11.81[100%1 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81[ 0%] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0%] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.01[ 0%] -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][100%) 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01[ 0%] Brg.# 1 Vert.R= -250.6 # Hor.R= -0.0# Brg.# 2 Vert.R= -250.6 If Hor.R= 0.0# fMWFRS ASCE Parl--][OC 24.00)[DF 1.60)[NM 11 Reppetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L (y=11.8][100%] 10 PLF @ 0.0 to 10 @5.3 [y=14.81[ 0%) 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0%) -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 9.2 ly= 5.0][ 0%] 13 PLF @ 1.3 to 13 @9.2 [y=10.0][100%] 10 PLF @ 9.3 to 10 @ 10.5 (y= 5.0][ 0%] Brg.# 1 Pert.R= -149.0 # Hor.R= -0.0# Brg.# 2 Vert.R= -149.0 If Hor.R= 0.0# -------------- (MWFRS ASCE PrpD/L++)[OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.01[100%1 31 PLF @ 0.0 to 31@ 5.3 [y=14.81[ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81( 0%) -11 PLF 0 0.0 to -11 @ 5.3 L [y=11.8][100%) 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01( 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[100%1 20 PLF @ 1.3 to 20 @ 9.2 [yy= 5.0][ 0%] -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01[ 0%) Brg.# 1 Vert.R= 209.4 # Hor.R= -26.9# Brg.# 2 Vert.R= 63.6 If Hor.R= -0.011 -------------- [MWFRS ASCE PrpD/L+-]IOC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 1y=10.01[100%1 31 PLF @ 0.0 to 31 @ 5.3 1y=14.8]( 0%] 31 PLF @ 5.3 to 31@ 10.5 [y=19.81( 0%) -11 PLF @ 0.0 to -11 @ 5.3 y [y=11.8](100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%] 20 PLF @ 1,3 to 20 @ 9.2 [p= 5.0][ 0%] -31 PLF @ 5.3 to -31 @ 10.5 R (y=13.5](100%) 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0)( 0%] Brg.# 1 Vert.R= 311.0 # Hor.R= -26.90 Brg.# 2 Vert.R= 165.2 # Hor.R= -0.011 [MWFRS ASCE PrpD/L--)[OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y -10.0 j(100%) 31 PLF @ 0.0 to 31 @ 5.3 [y=19.8][ 0%) 31 PLF @ 5.3 to 31 @ 10.5 [yy=14.8]( 0%) -48 PLF @ 0.0 to -48 @ 5.3 L [y=11.8][100%] 20 PLF @ 0.0 to 20 @ 1.2 15.0 [ 0%) = -48 PLF @ 0.0 to -48 @ 1.2 �y=10. 1[100%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 0%) -31 PLF @ 5.3 to -31 @ 10.5 R [y-lC.5](100%] 20 PLF @ 9.3 to 20 @ 10.5 (y= 5.01f 0%) Brg.# 1 Vert.R= 14.6 # Hor.R= 21.89 Brg.# 2 Vert.R= 147.0 # Hor.R= -0.00 [MWFRS ASCE PrpD/R++][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][100%1 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%] 48 PLF @ 9.3 to 48 @ 10.5 [y=10.01[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0]1 0%] -11 PLF @ 5.3 to -11 @ 10.5 R Iy=10.51[100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01[ 0%] -13 PLF @ 1.3 to -13 @ 9.2 (y=10.011100%1 Brg.# I Vert.R= 63.6 # Hor.R= 26.9# Brg.# 2 Vert.R= 209.4 # Hor.R= -0.01 IMWFRS ASCE PrpD/R+-]IOC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%] 31 PLF @ 5.3 to 31 @ 1C.5 [y=19.8]( 0%] 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0]1100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0][ 0%] -11 PLF @ 5.3 to -11 @ 10.5 R [9=10.5][100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0][ 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%] Brg,# 1 Vert.R= 165.2 # Hor.R= 26.90 Brg,# 2 Vert.R= 311.0 # Hor.R= -0.0# [MWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3L [y=11.8][100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=19.8][ 0%) 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 0%] -48 PLF @ 9.3 to -48 @ 10.5 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y- 5.011 0%] -48 PLF @ 5.3 to -48 @ 10.5 R [y=10.5)[100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01( 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y--10.0][100%) Brg,# 1 Vert.R= 147.0 # Hor.R= -21.8# Brg.# 2 Vert.R= 14.6 # Hor.R= -0.01 [MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.81(100%1 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%) -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0][ 0%] 13 PLF @ 1.3 to 13@ 9.2 [y=10.0][100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0)( 0%) Brg.# 1 Vert.R= 261.8 # Hor.R= 0.01 Brg,# 2 Vert.R= 261.8 # Hor.R= -0.01 (MWFRS ASCE PrDl--]lOC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L [y=11.8][100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.811 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 0%] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0)[ 0%1 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%] 20 PLF @ 9.3 to 20 @ 10.5 [yy= 5.0](0%) Brg.# 1 Vert.R= 11.7 # Hor.R= -0.00 Brg.# 2 Vert.R= 11.7 If Hor.R= 0.0# ICSC ASCE Wind Lt -+][OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -41 PLF @ 0.0 to -41 @ 1.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 3.0 [y=19.811 0%] -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.01[100%1 10 PLF @ 3.0 to 10 @ 5.2 [y=19.81[ 0%) -13 PLF @ 1.2 to -13 @ 9.2 (y=10.0][100%] 10 PLF @ 5.3 to 10 @ 8.3 1y=14.8][ 0%] -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.8](100%) 10 PLF @ 8.3 to 10 @ 10.5 [y=14.8)f 0%) 13 PLF @ 9.2 to 13 @ 10.5 (y=10.C)[100%l 10 PLF @ 0.0 to 10 @ 1.2(y= 5.C][ 0%) -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5](100%1 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.01[ 0%] 10 PLF @ 9.2to 10 @ 10.5 [y= 5.0][ 0%] -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.2][100%) [CdC ASCE Wind Rt -+][OC 24.00](DF 1.60)(NM 1] Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0)[100%] 10 PLF @ 0.0 to 10 @ 2.3 [y=14.8][ 0%] -100 PLF @ 5.3 to -100 @ 7.5 R [y=11.2][100%] 10 PLF @ 2.3 to 10 @ 5.2 [y=14.8)[ 0%] -13 PLF @ 1.2 to -13 @ 9.2 Iy=10.01(100%1 10 PLF @ 5.3 to 1Q @ 7.5 [y=19.8][ 0%] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.81[100%1 10 PLF @ 7.5 to 10 @ 10.5 [ =14.8]1 0%) -41 PLF @ 9.2 to -41 @ 10.5 (y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0%] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.511100%] 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.01[ 0%] 10 PLF @ 9.2 to 10 @ 10.5ly= 5.0][ 0%] -100 PLF @ 0.0 to -130 @ 2.3 L [y=11.01[100%] ------------- [CdC ASCE Wind Lt --)[OC 24.00][DF 1.601[NM 1] Repetitive Factors Used: Yes -66 PLF @ 0.0 to -66 @ 1.2 [y=10.01(100%1 10 PLF @ 0.0 to 10 @ 3.0 (y=14.81[ 0%] -159 PLF @ 5.3 to -159 @ 8.2 R (y=11.0](100%] 10 PLF @ 3.0 to 10 @ 5.2 [y=14.81[ 0%] 13 PLF @ 1.2 to 13 @ 9.2 [y=10.0][100%] 10 PLF @ 5.3 to 10 @ 8.3 [y=14.8][ 0%] -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.81[100%] 10 PLF @ 8.3 to 10 @ 10.5 [y=14.8]1 0%] -13 PLF @ 9.2 to -13 @ 10.5 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%) -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.511100%) 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.011 0%] 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0]( 0%) _159 PLF @- 0.0 to -_159 @ 3.0 L [y=11 2][100%] [CSC ASCE Wind Rt --][0C 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 2.3 [y=14.8][ 0%] -100 PLF @ 5.3 to -100 @ 7.5 R [y=11.2][100%] 10 PLF @ 2.3 to 10 @ 5.2 [y=14.8][ 0%) 13 PLF @ 1.2 to 13 @ 9.2 (y=10.0](100%) 10 PLF @ 5.3 to 10 @ 7.5 [y=14.8]( 0%] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8](100%) 10 PLF @ 7.5 to 10 @ 10.5 [y=14.811 0%) -66 PLF @ 9.2 to -66 @ 10.5 [y=10.31[100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.91( 0%] -159 PLF @ 7.5 to -159 @ 10.5 R (y=10.5][100%] 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.0i[ 0%] 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0,1 0%) -100 PLF @ 0.0 to -100 @ 2.3 L (y=11.0)[100%] [CSC ASCE Wind Lt-+D](OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -41 PLF @ 0.0 to -41 @ 1.2 [y=10.01[100%1 31 PLF @ 0.0 to 31 @ 3.0 fy=14.8][ 0%] -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.011100%1 31 PLF @ 3.0 to 31 @ 5.2 (y=14.81[ 0%] -13 PLF @ 1.2 to -13 @ 9.2 (y=10.0][100%] 31 PLF @ 5.3 to 31 @ 8.3 1y=14.8][ 0%] -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.8)[100%] 31 PLF @ 8.3 to 31 @ 10.5 [y=14.81[ 0%) 13 PLF @ 9.2 to 13 @ 10.5 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%) -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5][100%) 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.0]( 0%) 20 PLF @ 9.2 to 20 @ 10.5 [y= 5.0][ 0%) -159 PLF @ 0.0 to -159 @ 3.0 L 1y=11.2][100%) [CdC ASCE Wind Rt-+D](OC 24 00](DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0][100%) 31 PLF @ 0.0 to 31 @ 2.3 [y=14.8][ 0%) -100 PLF @ 5.3 to -100 @ 7.5 R [y=11.2)(100%) 31 PLF @ 2.3 to 31 @ 5.2 [y=14.8)[ 0%] -13 PLF @ 1.2 to -13 @ 9.2 [y=10.01(100%1 31 PLF @ 5.3 to 31 @ 7.5 [y=14.81[ 0%) -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8][100%] 31 PLF @ 7.5 to 31 @ 10.5 [y=14.8)[ 0%] -41 PLF @ 9.2 to -41 @ 10.5 [y=10.0](100%] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 0%] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5][100%] 20 PLF @ 1.2 to 20 @ 9.2 (y= 5.0]( 0%] 20 PLF @ 9.2 to 20 @ 10.5 (y= 5.0]( 0%) -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.01[100%] [CSC ASCE Wind Lt--D][OC 24.00)[DF 1.60][`IM 11 Repetitive Factors Used: Yes -66 PLF @ 0.0 to -66 @ 1.2 fy=10.01[100%] 31 PLF @ 0.0 to 31 @ 3.0 Iy=14.8][ 0%] -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.0][100%] 31 PLF @ 3.0 to 31 @ 5.2 (y=14.8]1 0%] 13 PLF @ 1.2 to 13 @ 9.2 (y=10.0]1100%1 31 FLF @ 5.3 to 31 @ 8.3 (y=14.8]( 0%) -100 PLF @ 3.0 to -100 @ 5.3 L (y=11.8)[100%) 31 PLF @ 8.3 to 31 @ 1065 0. [y=19.8][ 0%1 -13 PLF @ 9.2 to -13 @ 10.5 (y=10.01(100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5][100%] 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.0][ 0%] 20 PLF @ 9.2 to 20 @ 10.5[y= 5.01[ 0%] -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.2][100%] [CdC ASCE Wind Rt--D)[OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 fy=10.0][100%1 31 PLF @ 0.0 to 31 @ 2.3 [y=14.8)[ 0%] -100 PLF @ 5.3 to -100 @ 1.5 R (y=11.2][100%] 31 PLF @ 2.3 to 31 @ 5.2 ly=14.8]1 0%] 13 PLF @ 1.2 to 13 @ 9.2 1y=10.011100%1 31 PLF @ 5.3 to 31 @ 7.51y=14.8][ 0%] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8][1001] 31 PLF @ 7.5 to 31 @ 10.5 [y=14.8]1 0%] -66 PLF @ 9.2 to -66 @ 10.5 [y=10.01[100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%) -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5][100%) 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.0][ 0%) 20 PLF @ 9.2 to 20 @ 10.5 [y= 5.01[ 0%] -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.01(100%1 JOD:(I J3[J) / JJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 N 13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP_#3_138 Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Left and right Cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 4 JT PLATE LATERAL CHORD Deflection meets U360 live and L/240 total load. Creep Increase factor for dead load Is 1.50. No SIZE SHIFT BITE (4( W1.5X4 S 2.25 =2X4(At) PLT. TYP.-WAVE 2'6"4 -99# U=56# NAILED FLORIDA QUALITY TRUSS TT -,T.: (954) 97.5-3384 FAX: (954) 978-8980 3635 PARK CLNTA.\L BLVD. POMPANO BEACH, FL 33064 DESIGN CRIT=FBC2010RESrrPI-2007 FT/RT-209M0xy 1(C) QTY= 4 TOTAL= 4 Trusses repine a&— care r, fal...ng, hartlbq, ahppq, WaWV s d b—aV. R.I. b and flaw the latest.dl4.n d SCSI (Buadiq Canpmwg Safely kdo m OM by TPI and WTCA) for safety act,ea pnu m peel -req these harc.mra. I—L—"prwlde Ie ,—ry bradrq Par SCSI. ria" noted dhenvlae. IW drmd steal hew properly attached at—b" ahea0np -d paean churl W have b-," ndaaed M SCSI aW—s83, 87� shownBill. as ar— latual aPPlc". Apply platen d webs 'tuns end pain ea alarm al—a and m Bis Jobs Datala, rheas Wed ott—se. at, b dravbga 1BOA-Z I. ahndard plate palbna. TW S advq Cen a G—p plc. SW W be raepsnaible fa arty tlrvwtim Ir m Brb @awing. ,y fe%ure to bold tlw buss h mfdamance wi th ANSVTPI 1, a W h.,dkV. shOpkv. iotakfi- bracvq of busses. A a.W m Sia d -ft a boor papa YIIhg INe drtwq, Ind.Naa.—ph— d ppNWmal gllllerlrq r..pon.IMlty qday 1. ft daalgn sh— Th. aWaBb and w..1 th d—lyg r any ah l-6 he reapm.lbily d Bt. SAft D.WW. per ANSVTPI 1 Sec.2. Fa — i f—M on — Um We 9—ml Wes page and It—a web ales: ITWBCG:_Awbcg.oan; TPI: wmv.ping .ug; wTCA: www.ab,r ustry.can; ICC:—iccsofe.ug THE INSTALLERS. i v=42# U=22# NAILED SEQ = 369018 REV. 10.03.12.0410.00 SCALE =1.0000 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 40300 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE EJACK -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0][100 [ALPINE][FBC201ORes/TPI-2007][J3][15325/1) 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ E [TCLL 30.0][TCDL 15.0)[BCDL 10.01[BCLL 0.0][DF 1.25][OC 24.0)[NM 1][SOFFIT 2.0] -48 PLF @ 0.0 to -48 @ 4.3 L (y=11.5][1( Brg.# 1 Vert.R= -145.6 # Hor.R= 50.7# Brg.# 2 Vert.R= 37.8 # Hor.R= -0.0# [STD.AUTO.LOAD)[OC 24.00)[DF 1.25][NM 11 Brg.# 3 VeIt.R= -30.5 # Hor.R= -0.00 [X-Loc][React](Size] ____= Repetitive Factors Used: Yes =-_-_-_-_-_-_--= ----------=---=---=-=----. 1.251: 397][ 174h)(0.67] [ 4.25][ 67)[0.131 [ 4.25)[ 93)[0.131 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 0%] [MWFRS ASCE Perp/R++][OC 24.00)(DF 1.60)(NM 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.0][ 0%] Repetitive Factors Used: Yes 60 PLF @ 0.0 to 60 @ 4.3 [y=14.6][100%] 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6][ O; EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace Brg.# 1 Vert.R= 397.4 # Hor.R= -0.0# -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][1( 0- 2 51 -189 0.00 0.28 0.28 26 4 SP 92 N 13B 21.57 3.41 Plywd Brg.# 2 Vert.R= -1.7 # Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( O; 2- 6 23 -65 0.00 0.31 0.31 26 4 SP #2 N 13B 31.18 3.00 Plywd Big.# 3 Vert.R- 74.1 If Hor.R= -0.04 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ O; 1- 4 196 -17 0.00 0.17 0.17 26 4 SP-92-N-13B 20.78 -0.67 Diaph =-----=---=---------------------=-----=---=---= -13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][100: 4- 7 0 -0 0.00 0.17 0.17 26 4 SP #2 N 13B 30.25 -0.00 Diaph [FBC pass 02][OC 24.00)(DF 1.25][NM 1] Brg.# 1 Vert.R= -51.0 #Hor.R= 33.1# 3- 5 553 -293 0.16 0.03 0.19 26 4 SP-#3-13B 4.00 -Bending Web- Repetitive Factors Used: Yes Brg.# 2 Vert.R= -6.3 # Hor.R= -0.0# 0- 1 23 -27 -_-= Plate Member =- PLATE MEMBER 0.50 -Vert- ----- 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 081 Brg.# 3 Vert.R= -26.9 # Hor.R= -0.0# 2- 3 293 -553 - =Fictious Member= _- SP 93 13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 4.3 [y= 5.0)[ 0%] ---------------------------- =-_-=-_-_-_-__- 4- 5 553 -293 -=-=Fictious Member=- SP-_#3-_13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 4.3 [y= 5.01[100%1 [MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60)[NM Brg.# 1 Vert.R= 254.1 # Hor.R= 0.00 Reppetitive Factors Used: Yes EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Brg.# 2 Vert.R= 28.1 # Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ O; Brg.# 3 Vert.R= 19.2 # Hor.R= -0.06 -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][1( Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT =---------------------------------------------= 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 0 0.00 10.28 ---- ----- ---- ----- ---- ---- [Partial Unbal. Lt][OC 24.00][DF 1.25][NM 1] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)( 01 1 0.00 10.24 2X4(Al) 0.80 0.03 0.02 L/999 0.06 L/366 0.00 0.00 Reppetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][190+ 2 1.73 10.78 1.5X4 0.80 0.39 N 0.00 L/999 0.00 L/999 0.01 0.01 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%] Brg.# 1 Vert.R= -5.6 # Hor.R= 33.1# 3 1.73 10.78 ---- ----- ---- ----- ---- ---- 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.0]( 0%] Brg.# 2 Vert.R= 22.7 # Hor.R= -0.09 4 1.73 10.15 1.5X4[4] 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 0.00 60 PLF @ 1.6 to 60 @ 4.3 [y=14.6](1008] Brg.# 3 Vert.R= -25.1 # Hor.R= -0.0# 5 1.73 10.15 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 267.0 # Hor.R= 0.04 =-=-=-_-_-_-_-_-_-_-_-_-=-_-_-=-_-_-_-_-_- =-=-=-= ------------------- == --------- 6 6 4.25 11.41 0.00 L/999 0.00 L/999 0.01 0.01 Brg.# 2 Vert.R= 14.8 If Hor.R= -0.0# (MWFRS ASCE Perp/R-+](OC 24.00][OF 1.60][NM 7 4.25 10.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 3 Vert.R= 92.9 If Hor.R= -0.0# Repetitive Factors Used: Yes _ _________________ 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6)[ O; [Partial Unbal. Rt](OC 24.00)[DF 1.25][NM 1) -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][1( Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( OS 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)( 01 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.0)[ 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01(1001 60 PLF @ 0.0 to 60 @ 1.6 [y=14.6][100%) Brg.# 1 Vert.R= -51.0 # Hor.R= 33.10 Brg.# 1 Vert.R= 312.7 # Hor.R= -0.0# Brg.# 2 Vert.R= -6.3 # Hor.R= -0.0# Brg.# 2 Vert.R= -7.0 # Hor.R= -0.0# Brg.# 3 Vert.R= -26.9 If Hor.R= -0.09 Brg.# 3 Vert.R= 4.0 # Hor.R= -0.0# _____----------------------- ==_____= ------------------------------------ [MWFRS ASCE Perp/R--][OC 24.00][DF 1.60][NM [MWFRS ASCE Perp/L++)[OC 24.00][DF 1.601[NM 11 Repetitive Factors Used: Yes Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6]( O; 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6][ 0%] -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][1( -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ O� 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0]( 0; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[100%1 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][100; 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.01[ 0%] Brg.# 1 Vert.R= -5.6 # Hor.R= 33.19 -11 PLF @ 0.0 to -11 @ 4.3 L (y=11.5)[100%] Brg.# 2 Vert.R= 22.7 # Hor.R= -0.0# Brg.# 1 Vert.R= 101.6 # Hor.R= 11.411 Brg.# 3 Vert.R= -25.1 # Hor.R= -0.04 Brg.# 2 Vert.R= -21.6 # Hor.R= -0.0# Brg.# 3 Vert.R= -17.3 # Hor.R= 0.0# [MWFRS ASCE Parl++)[OC 24.00)[DF 1.601[NM 11 ------------------------ ReppetitiveFactors Used: Yes [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 11 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61( 01 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6]( 0%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 0; 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][1008] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)[ O; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0)[100; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[100%) Brg.# 1 Vert.R= 15.4 # Hor.R= 11.4# 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.01[ 0%) Brg.# 2 Vert.R= -7.4 # Hor.R= -0.09 -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][100%] Brg.# 3 Vert.R= -5.2 # Hor.R= -0.0# Brg.# 1 Vert.R= 146.9 # Hor.R= 11.4# -------- =---=---=---=---=---=---=----------- Brg.# 2 Vert.R= 7.4 # Hor.R= -0.04 [MWFRS ASCE Parl+-][OC 24.00](DF 1.601[NM 11 Brg.# 3 Vert.R= -15.5 If Hor.R= -0.0# Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6] [ N [MWFRS ASCE Perp/L-+][OC 24.001[DF 1.60)[NM 1) -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5](1( Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O; 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 0%] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)( N -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01[100%] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0](100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] Brg.# 1 Vert.R= 60.7 # Hor.R= 11.4# -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0](100%) Brg.# 2 Vert.R= 21.6 # Hor.R= -0.04 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ 0%] Brg.# 3 Vert.R= -3.4 # Hor.R= -0.0# -48 PLF @ 0.0 to -48 @ 4.3 L [y=11.5][100%] Brg.# 1 Vert.R= -190.9 If Hor.R= 50.7# [MWFRS ASCE Parl-+}(OC 29 00][DF 1 60](NM 1] Brg.# 2 Vert.R= 8.7 If Hor.R= -0.0# Repetitive Factors Used: Yes Brg.# 3 Vert.R= -32.3 If Hor.R= -0.09 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6)[ N __________ -59 PLF@ 0.0 to -59@ 4.3L [y=11.5](1( [MWFRS ASCE Perp/L--][OC 24.00][DF 1.60](NM 1] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( O; Repetitive Factors Used: Yes 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ Oi 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6][ 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0][100; 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%] Brg.# 1 Vert.R= -138.9 # Hor.R= 61.99 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] Brg.# 2 Vert.R= -4.9 0 Hor.R= -0.00 erg.# 3 Vert.R= -55.6 # Hor.R= -0.00 (MWFRS ASCE Parl--][OC 24.00][DF 1.60)(NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [yy=14.6][ 0%) -59 PLF @ 0.0 to -59 @ 4.3 L 1y=11.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%) 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ 0%) 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%1 Brg.# 1 Vert.R= -93.6 # Hor.R= 61.9# Brg.# 2 Vert.R= 24.1 # Hor.R= -0.0# erg.# 3 Vert.R= -53.8 # Hor.R= -0.0# -------------- [PfWFRS ASCE PrpD/L++)(OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.611 0%1 -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%1 48 PLF @ 0.0 to 48 @ 1.2 1y=10.01[100%] 20 PLF @ 1.3 to 20 @ 4.2 (yy= 5.011 0%] -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.511100%] Brg.# 1 Vert.R= 211.3 # Hor.R= 11.41 Brg.# 2 Vert.R= -17.0 # Hor.R= -0.0# Brg.# 3 Vert.R= -1.5 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-)[OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01( 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)(100%) 20 PLF @ 1.3 to 20 @ 4.2 (y= 5.01( 0%) -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][100%) Brg.# 1 Vert.R= 256.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 12.1 # Hor.R= -0.0# Brg.# 3 Vert.R= 0.3 # Hor.R= -0.0# ---------------- (MWFRS ASCE PrpD/L--](OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 (y=14.6][ 0%) 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%1 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01( 0%) -48 PLF @ 0.0 to -48 @ 1.2 [y=10.011100%] 20 PLF @ 1.3 to 20 @ 4.2 (y= 5.0]( 0%] -48 PLF @ 0.0 to -48 @ 4.3 L [y=11.5][100%) Brg.# 1 Vert.R= -35.9 # Hor.R= 50.1# Brg.# 2 Vert.R= 42.4 # Hor.R= -0.0# Brg.# 3 Vert.R= -14.7 # Hor.R= -0.011 (MWFRS ASCE PrpD/R+-)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%] -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0][ 0%] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][100%] Brg.# 1 Vert.R= 104.1 # Hor.R= 33.1# Brg.# 2 Vert.R= 27.3 # Hor.R= -0.0# Brg.# 3 Vert.R= -9.3 # Hor.R= -0.0# ---------------- (MWFRS ASCE PrpD/R--](OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [yy=14.6][ 0%] -31 PLF 0 0.0 to -31 @ 4.3 L [y=11.5][100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20@ 4.2 [y= 5.01[ 0%] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%] erg.# 1 Vert.R= 104.1 # Hor.R= 33.111 Brg.# 2 Vert.R= 27.3 # Hor.R= -0.00 Brg.# 3 Vert.R= -9.3 # Hor.R= -0.09 [lfWFRS ASCE Pr1D+-)[0C 24 00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6]1 0%) -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.51[100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.01[ 0%] 13 PLF @ 1.3 to 13 @ 4.2 [yy=10.0][100%] arg.# 1 Vert.R= 170.4 # Hor.R= 11.4# Brg.# 2 VeIt.R= 26.3 # Hor.R= -0.011 Brg.# 3 Vert.R= 12.4 # Hor.R= -0.0# [MWFRS ASCE PrDl--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 4.3 [yy=14.6]( 0%] -59 PLF @ 0.0 to -59 @ 4.3 L [y=11.5][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0]( 0%] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0](100%1 Brg.# 1 Vert.R= 16.1 # Hor.R= 61.9# Brg.# 2 Vert.R= 28.8 # Hor.R= -0.0# Brg.# 3 Vert.R= -38.0 # Hor.R= -0.0# ---------------------------- [C6C ASCE Wind Lt -+][OC 24.00](DF 1.60][11M 11 Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L [y=11.5][100%] 10 PLF @ 0.0 to 10 @ 3.0 (p=14.61[ 0%) -13 PLF @ 1.2 to -13 @ 4.3 ly=10.C]1100%] 10 PLF @ 3.0 to 10 @ 4.3 [y=14.611 0%) -183 PLF @ 0.0 to -183 @ 3.0 L [y=11.2][100%1 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.011 0%] 10 PLF @ 1.2 to 10 @ 4.3 1= 5.01[ 0%] -65 PLF @ 0.0 to -65 @ 1.2 ly=10.0)[100%1 [C6C ASCE Wind Rt -+](OC 24 00]1DF 1.60][NM 11 Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][100%) 10 PLF @ 0.0 to 10 @ 1.3 (y=14.6)[ 0%) -13 PLF @ 1.2 to -13 @ 4.3 [y=10.0](100%] 10 PLF @ 1.3 to 10 @ 4.3 (y=14.6)[ 0%] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] 10 PLF @ 1.2 to 10 @ 4.3 [y= 5.011 0%] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0](100%] [C6C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L [y=11.5][100%] 10 PLF @ 0.0 to 10 @ 3.0 (y=14.6)[ 0%] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.0][100%] 10 PLF @ 3.0 to 10 @ 4.3 [y=14.6][ 0%1 -183 PLF @ 0.0 to -183 @ 3.0 L (y=11.2][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] 10 PLF @ 1.2 to 10 @ 4.3 [y= 5.0]( 0%] -90 PLF @ 0.0 to -90 @ 1.2 [y=10.01[100%1 [CSC ASCE Wind Rt --)[OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5)[100%] 10 PLF @ 0.0 to 10 @ 1.3 [y=14.61[ 0%] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.01[100%1 10 PLF @ 1.3 to 10 @ 4.3 [y=14.61[ 0%] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%] 10 PLF @ 1.2 to 10 @ 4.3 [q= 5.01( 0%) -13 PLF @ 0.0 to -13 @ 1.2 1y=10.01(100%] [C6C ASCE Wind Rt-+D][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][100%] 31 PLF @ 0.0 to 31 @ 1.3 [Y=14.6][ 0%] -13 PLF @ 1.2 to -13 @ 4.3 [y=10.01[100%1 31 PLF @ 1.3 to 31 @ 4.3 [y=14.61( 0%] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.81[100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 20 PLF @ 1.2 to 20 @ 4.3 (y= 5.0][ 0%] 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0)[100%] [C6C ASCE Wind Lt--D][OC 24 00][DF 1.60][NM 1] Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L (y=11.5][100%] 31 PLF @ 0.0 to 31 @ 3.0 [y=14.6][ 0%) 13 PLF @ 1.2 to 13 @ 4.3 (y=10.0)[100%1 31 PLF @ 3.0 to 31 @ 4.3 (y=14.61[ 0%] -183 PLF @ 0.0 to -183 @ 3.0 L [y=11.2](100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 0%] 20 PLF @ 1.2 to 20 @ 4.3 [y= 5.01( 0%] -90 PLF @ 0.0 to -90 @ 1.2 (y=10.0](100%] ----------------- [C6C ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][100%] 31 PLF @ 0.0 to 31 @ 1.3 [y=14.6][ 0%] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.0][100%] 31 PLF @ 1.3 to 31 @ 4.3[y=14.61[ 0%) -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8)[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.)11 0%] 20 PLF @ 1.2 to 20 @ 4.3 [y= 5.011 0%] _13 PLF @-0.0-to--13-@- 1.2 (y=10.0](100%)- 10D:(103Z5) / GZ Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B 1Nebs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 3.00 =2X4(A1) PLT. TYP.-WAVE 3 12 !12X4('•) R.J t- Rw=167# U=218# NAILED FLORIDA QUALITY TRUSS TET,: (954) 975-3384 PAX: (954) 978-8980 305 PARK CENTRAL BLVD. POMPANO BEACH, Fl. 33064 W=8" =181# U=257# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -263# MAX. (See below) from a non -wind load case requires uplift connection. REV. 10.03.12.0410.00 (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. TC LL 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-/-)=0.18 15.Opsf Wind loads and reactions based on MWFRS with additional C&C member design. BC DL Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. DRWG DESIGN CRIT=FBC2010RES1TP42007 FTIRT=20%(O%y 1(0) QTY= 2 TOTAL= 2 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTOR$ INCLUDING THE INSTALLERS. ruses regdre emva are in u&km vq, hm t S aai k I aM RNer r aM .w Bastes! edbi d SCSI (Bolden Canoprnl Safety Yd rn��ar b TPI anE WTCA) for tatdv aha. have a properly eaxJietl rjj0 c.&V. Lonfar Mawr kr pe Bm !.lard restraid of wee "Rhbraeiy it k d per SCSI sedi,m B3, B7.- B1O, m applmble. Apply pW b a& faa of tnm and paa.n a sham ab -a and m Ore Jaid Deb la, bless noted dlrrwao. Refer la d, m— 16GJ Z.r drrdrd P.. Peeai.-.. ITW BNLg C.-np—la Gimp ea. ahal not be resp.-.". fw arty davab- from the dra V. "fake.. bold ft truss it mdmarres.0 ANSVrPI 1,.-.r hrK%V. W pp'eq. iraladatian s waaav Of Vose.. A.al w he dmdrq or aowr P.O. Ialft BIM draodrq, Ydatee awapt— of p rualoml erpinawOV mpan W aal.ly for the dt%Wn al i Th. %L&W vA we of Bea dmwkV W any d—bfn N IM,.".. Sly d dw B Adln0 Dwgnr per ANSVTPI 1 Br:.2. F.- m. -e idmaam see dis job's perwal nota page and these wab skes rTWBCG:—."bog—; TPCx tpiw.org; WTCA vmw.ebc'.Mua4y. ; ICC: www.kcsefe.orp SEQ = 369014 REV. 10.03.12.0410.00 SCALE =1.0000 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.0psf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 2 DIJR.FAC. 1.25 JOB #: 15325 SPACING 24.0rr TYPE JACK Brg=-=-=-=-=-=-=-=-=-=210 3 Vert # Hor_R_- [ALPINE][FBC201ORes/TPI-2007)[C2](15325/I] . - -0_0# (TCLL 3C.0][TCDL 15.0][BCDL 10.0][BCLL 0.0][DF 1.25)[OC 24.0][NM 1][SOFFIT 2.0) (MWFRS ASCE Perp/R+-][OC 24.00)(DF 1.601[NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 (y=14.01[ OS [STD.AUTO.LOAD][OC 24.00](DF 1.25][NM 11 -31 PLF @ 0.0 to -31 @ 2.0 L (y=11.0][1( =====Bearings=== [X-Loc][React)[Size] ____= Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( 0 [ 1.251[ 117][ 90h](0.67] 1 2.001[ 355][0.13) [ 2.00][ 393)[0.131 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0]( 03) 10 PLF @ 1.3 to 10 @ 2.0[y= 5.0]1 Oi 4 PLF @ 0.0 to 4 @ 1.2 [y= 5.0][ 03) 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0)[1005 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0][ 03] Brg.# 1 Vert.R= -34.9 # Hor.R- 15.49 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 60 PLF @ 0.0 to 60 @ 2.0 (y=14.0](1003] Brg.# 2 Vert.R= 5.8 # Hor.R- -0.0# 0- 2 45 -88 0.00 0.17 0.17 24 4 SP 42 N 13B 21.57 3.41 Plywd Brq.# 1 Vert.R= 717.2 # Hor.R= 0.04 Brg.# 3 Vert.R= 17.5 # Hor.R= 0.09 2- 6 95 -70 0.00 0.18 0.18 24 4 SP #2 N 13B 3.35 3.00 Plywd Brg.# 2 Vert.R- -251.9 # Hor.R= -0.04 =-_-=--=---=---=---=-=---=-=-------=---=-_ 1- 4 108 -15 0.00 0.14 0.14 24 4 SP -#2 -N -13B 20.78 -0.67 Diaph Brg.# 3 Vert.R= -263.5 # Hor.R= -0.0# [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60)[NM 4- 7 3- 5 0 668 -0 -409 0.00 0.15 0.15 24 4 0.20 0.02 0.22 24 4 SP #2 N 13B SP -#3-13B 3.25 -0.00 4.00 -Bending Diaph = _ _ _ _ _-=-_________ _ _ _ _ _ _ _________ 24.00][DF Reppetitive Factors Used: Yes -MEMBER Web- [FBC pass #2][OC 1.25)[NM 1) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0]( O( 0- 1 73 -36 -_= Plate Mecber =-_- PLATE 0.50 -Vert- ----- Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 2.0 L 1y=11.01[1( 2- 3 409 -668 -_ =Fictious Member=-=- SP #3 13B -_#3-13B 0.00 -Vert- ----- 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ M 4- 5 668 -409 -_ =Fictious Member=- SP 0.00 -Vert- ----- 4 PLF @ 0.0 to 4 @ 1.2 [y= 5.0][ 03] 10 PLF @ 1.3 to 10 @ 2.0 ly= 5.0]1 Oil 20 PLF @ 1.2 to 20 @ 2.0 (y= 5.0]( 03] -13 PLF @ 1.3 to -13 @ 2.0 1y=10.0](100f EndPts HaxTen MaxComp AXL GLC S Grade Length Brace 20 PLF @ 1.2 to 20 @ 2.0 (y= 5.0)(10031 Brg.# 1 Vert.R= -61.3 # Hor.R= 15.4# Brg.# 1 Vert.R= 295.1 # Hor.R= -0.0# Brg.# 2 Vert.R= 9.6 # Hor.R= -0.0# Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT Brg.# 2 Vert.R= -98.1 # Hor.R= -0.09 Brg.# 3 Vert.R= 21.0 # Hor.R= 0.00 0 0.00 10.28 ---- ----- ---- ----- ---- ---- Brg.# 3 Vert.R= -100.1 # Hor.R= -0.0# _ _ _-= _ _-= _-_-_-_-_-_-_-_-_-_-_-_-_-_-_• 1 0.00 10.24 2X4(Al) 0.80 0.04 0.02 L/999 0.04 L/497 0.00 0.00 =-_-= _ _ _ = = -_ _ _ _-_-_-__-_ _-_ _ -_ _ [MWFRS ASCE Perp/R--]IOC 24.001 [DF 1.60][NM 2 1.73 10.78 2X4(**) 0.80 0.83 N 0.00 L/999 0.00 L/999 0.01 0.01 [MWFRS ASCE Perp/L++][OC 24.001 [DF 1.6C](NM 1] Repetitive Factors Used: Yes 3 1.73 10.78 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ Oi 4 1.73 10.15 3X5[4] 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 2.0 [y=14.31[ 03] -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.0][1( 5 1.73 10.15 ---- ----- ---- ----- ---- ---- -13 PLF @ 1.3 to -13 @ 2.0 [y=10.01(1003) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ O; 6 2.00 10.84 0.00 L/999 0.00 L/999 0.01 0.01 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 03) 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0][ 0; 7 2.00 10.15 0.00 L/999 0.00 L/999 0.00 0.00 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[1003) 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01(100; 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.011 03) Brg.# 1 Vert.R= -34.9 # Hor.R= 15.40 -11 PLF @ 0.0 to -11 @ 2.0 L (y=11.0](1003) Brg.# 2 Vert.R= 5.8 # Hor.R= -0.09 Brg.# 1 Vert.R= 372.9 # Hor.R= 5.3 Brg.# 3 Vert.R= 17.5 # Hor.R= 0.0# Brg.# 2 Vert.R= -169.4 # Hor.R= -0.0# --- ----------------------= --__-_-_-_-_-_- Brg.# 3 Vert.R= -133.6 # Hor.R= -0.0# (AWFRS ASCE Parl++](OC 24.00][DF 1.60][NM 11 ' - - - - - - - Repetitive Factors Used: Yes IMWFRS ASCE Perp/L+-)[OC 24 00](DF 1.60)[NM 1) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ Oi Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0)[1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 031 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O; 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10031 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0][ 0; 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 03] -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0](100; 48 PLF @ 0.0 to 48 @ 1.2 (y=10.0)[1003] Brg.# 1 Vert.R- 68.7 # Hor.R= 5.3# 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0][ 03] Brg.# 2 Vert.R= -32.8 # Hor.R= -0.0# -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0][1003] Brg.# 3 Vert.R= -26.0 # Hor.R= -0.0# Brg.# 1 Vert.R= 399.2 # Hor.R= 5.3 -------- =---=-----=--------- =---=---=------- Brg.# 2 Vert.R= -173.2 # Hor.R= -0.01 (MWFRS ASCE Parl+-)[OC 24.00][DF 1.601INM 1] Brg.# 3 Vert.R= -137.2 # Hor.R= -0.01 Reppetitive Factors Used: Yes ""-'-"'-----'-------- lOPLF @ 0.0 to 10@ 2.0(y=14.0][ Oi (MWFRS ASCE Perp/L-+)[OC 24.00][DF 1.60][NM 1] -11 PLF @ 0.0 to -11 @ 2.0 L 1y=11.0)11( Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( Oi 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 03) 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0]1 O; -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0][1003) 13 PLF @ 1.3 to 13 @ 2.0 (y=10.0][100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 031 Brg.# 1 Vert.R= 95.0 # Hor.R= 5.30 -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1003) Brg.# 2 Vert.R= -36.6 # Hor.R= -0.0# 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0][ 03] Brg.# 3 Vert.R= -29.5 # Hor.R= -0.0# -48 PLF @ 0.0 to 48 @ 2.0 L [y=11.01[10031 _ _ _ _ _____________ Brg.# 1 Vert.R= -470.7 # Hor.R= 23.6# (MWFRS ASCE Parl-+](OC 24.00][DF 1.60](NM 11 Brg.# 2 Vert.R= 180.6 # Hor.R= -0.0# Repetitive Factors Used: Yes Brg.# 3 Vert.R= 166.8 # Hor.R= 0.04 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0)( O; 59 PLF @ 0.0 to -59 @ 2.0 L [y=11.0](1( [MWFRS ASCE Perp/L--][OC 24.00][DF 1.60)(NM 11 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( Oi Reppetitive Factors Used: Yes 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.31( O; 10 PLF @ 0.0 to 10 @ 2.0 [y=14.011 03) 13 PLF @ 1.3 to -13 @ 2.0 (y=10.C]1100i 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10031 Brg.# 1 Vert.R= -233.7 # Hor.R= 28.90 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 031 Brg.# 2 Vert.R= 65.9 # Hor.R= -0.0# -48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1003] Brg.# 3 Vert.R= 83.4 # Hor.R= 0.09 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01( 03) _ _ _ _ _ _ _______________=_-=-_-=-_-_. ___48 -48 PLF @ 0.0 to @ 2.0 L [y=11.0)[10031 IMWFRS ASCE Parl--](OC 24.00][DF 1.60)[NM 11 Brg.# 1 Vert.R= -444.4 # Hor.R= 23.6# Repetitive Factors Used: Yes Brg.# 2 Vert.R= 176.8 # Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0][ Oi Brg.# 3 Vert.R= 163.3 # Hor.R= 0.0# -59 PLF @ 0.0 to 59 @ 2.0 L [y=11.0]11( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]1 Oi [MWFRS ASCE Perp/R++][OC 24.00][DF 1.60][NM 1] 10 PLF @ 1.3 to 10 @ 2.0 ly= 5.0]1 Oi Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0)1100; 10 PLF @ 0.0 to 10 @ 2.0 (y=14.01[ 03] Brg.# 1 Vert.R= -207.3 # Hor.R= 28.9# -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.0)[1003) Brg.# 2 Vert.R= 62.1 # Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 03] Brg.# 3 Vert.R= 79.9 # Hor.R= 0.0# 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0)[ 03] - - --= ------------------- _ _ _-_-_-_-_-_- -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0][1003] [MWFRS ASCE PrpD/L++][OC 24.00][DF 1.60](NM Brg.# 1 Vert.R= -61.3 # Hor.R= 15.4# Repetitive Factors Used: pI Yes Brg.# 2 Vert.R= 9.6 0 Hor.R= -0.0# PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 0; -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 48 PLF @ 0.0 to 48 @ 1.2 (y=10.01[10081 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.011 08) -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.O1f100%] Brq.# 1 Vert.R= 598.8 # Hor.R= 5.3 Brq.# 2 Vert.R= -253.2 # Hor.R= -0.0# Brg.# 3 Vert.R= -214.5 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 08] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.01[ 08] -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0](10081 Brg.# 1 Vert.R= 625.2 # Hor.R= 5.3# Brg.# 2 Vert.R= -257.0 # Hor.R= -0.00 Brg.# 3 Vert.R= -218.1 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60)(NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 081 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1008] 20 PLF @ 1.3 to 20 @ 2.0 [9= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 2.0 L [y=11.01[1008] Brq.# 1 Vert.R= -218.4 # Hor.R= 23.6# Brq.# 2 Vert.R= 92.9 # Hor.R= -0.0# Brg.# 3 Vert.R= 82.4 # Hor.R= 0.0# IMWFRS ASCE PrpD/R+-][OC 24.00][DF 1.601[NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 08] -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.0)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.01[ 08] 13 PLF @ 1.3 to 13 @ 2.0 [Y�--10.0)[1008] Brg.# 1 Vert.R= 191.0 # Hor.R= 15.4# Brg.# 2 Vert.R= -78.0 # Hor.R= -0.01 Brg.# 3 Vert.R= -63.4 # Hor.R= -0.0# (MWFRS ASCE PrpD/R--][OC 24.00][DF 1 60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 08] -31 PLF @ 0.0 to -31 @ 2.0 L [yy=11.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 08) 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0][1008) Brg.# 1 Vert.R= 191.0 # Hor.R= 15.41 Brq.# 2 Vert.R= -78.0 # Hcr.R= -0.0# Brq.# 3 Vert.R= -63.4 # Hor.R= -0.0# [MWFRS ASCE Pr1D+-][OC 24 00](DF 1.60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [yy=14.0]( 08) -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01( 08) 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0]( 08) 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0][1008] Brg.# 1 Vert.R= 321.0 # Hor.R= 5.31 Brg.# 2 Vert.R= -120.4 # Hor.R= -0.01 Brg.# 3 Vert.R= -110.4 # Hor.R= -0.04 [MWFRS ASCE PrDl--][OC 24.00][DF 1.60](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 08] -59 PLF @ 0.0 to -59 @ 2.0 L [y=11.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 2.0 [9=10.0][1008] Brg.# 1 Vert.R= 18.6 # Hor.R= 28.9# Brg.# 2 Vert.R= -21.7 # Hor.R= -0.0# Brg.# 3 Vert.R= -1.0 # Hor.R= -0.0# [C6C ASCE Wind Lt -+][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.0][10081 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 2.0 [y= 5.01[ 081 _183-PLF-@- 0.0 to -_183 @ -2.0 L -[y=11_01[10081 [C6C ASCE Wind Rt -+][OC 24.00]IDF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 (y=10.01[1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 08) 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0)[1008) 10 PLF @ 0.0to 10 @ 1.2 [y= 5.0)[ 08) 10 PLF @ 1.2 to 10 @ 2.0 [y= 5.01[ 08) _183-PLF -@ 0.0 to -_183 @ -2.0 L -[y=11_0][1008) [C6C ASCE Wind Lt --)[OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.01[ 08] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01[1008) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] 10 PLF @ 1.2to 10 @ 2.0 [y= 5.011 08] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0](1008] (C6C ASCE Wind Rt --][OC 24.00][DF 1.601INM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y -10.0j[100%] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.011 08] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01[1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.011 08] 10 PLF @ 1.2 to 10 @ 2.0 [y= 5.011 08] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1008] [C6C ASCE Wind Lt-+D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to -13 @ 2.0 [y=10.01110081 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 081 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 08] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.01[ 08] _183-PLF @ 0.0 to -_183 @ 2_0 L -[y=11_0][1008] [C6C ASCE Wind Rt-+D)[DC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.0)(1008) 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01( 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01110081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.01[ 08] _183 PLF -@- 0_0 to -_183 @-2.0-L-[y=11.0)[1008] [C6C ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 081 13 PLF @ 0.0 to -13 @ 1.2 1Y=10.91[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.2to 20 @ 2.0 [y= 5.01[ 08] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0)[1008) [C6C ASCE Wind Rt--D)(OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 2.0 (y=14.01[ 08] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.C)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08) 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.01[ 08] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1008] JOD:( I03LJ) / t 1J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B Negative reaction(s) of -321# MAX. (See below) from a non -wind load case requires uplift connection. Bot chord 2x4 SP #2 N 13B TC LL 30.Opsf REF Webs 2x4 SP_#3_136 (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 err psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left and right cantilevers are exposed to wind TC DL 15.Opsf DATE 10-15-2015 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. O FLORIDA Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. =-2X4(A1) .2000 2'9"15 f 3'1"7 37"8 1-1112641 U=61# NAILED f .196 R=344/-322# U=798# W=11"5 (Rigid Surface) R=41/-26# U=67# NAILED SEQ = 369022 PLT. TYP.-WAVE DESIGN CRIT=F8C2010RES/TPI-2007FT/RT=20%(0%y1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =1.0000 eeWARNINGIae READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Truss- remme earaea um h, f.bdpaag, hand[N, alvppkV. iab6-9 and bracing. Refer m ane err folmb"aleY00"0fBC51(BL"VCMQMenSeeyhdonrom,byTPIa WTCA)fwsefely TC DL 15.Opsf DATE 10-15-2015 glh— Wncems. M.Im, Nal Ride IrV..y ba VPer SCSI. shag lave a Nmd anal Ivw peppy anached aMcwal meefhhg arm bona- chard "raped raj �fadd°m`.z-°. `""praM.-1.Per"'a"WWWnmuntof b. BC DL 10.Opsf DRWG FLORIDA QUA= TRUSS steal haw: bracing in a par SCSI aecdma 83.87 a 810, r epPr4ble. Appy p61es b each face Rffft .rsp Vp. 0Aas aZI..hmdm Irma the k.do.era.unless a.ddl—se, Rr"Wledrawhga"on-ztsGmup fyr. Mbere I'W Buldhg ld th enmb n con l ft. nce not be -sperm, w fa her dewdah nae Inn 0'a•�g, a Wfaaei V d bhr Yh mAarmanca vlth ANSVTPI t. a /or IandYg. shgpFg. inabiYon Anal pn lNa dr.winpxepr.r papauu,p$rr. ArMnp, nap.I.. apaplafle. of prpiaaa40al BC LL O.Opsf Tor.LD. 55.Opsf O/A LEN. sttos $ f TEI.:(9.54)975-3384 1.25 JOB#: 15325 FAX: (954) 978-8980 argtraaNg nappna6lRy appy fp tln daalpn tllent Tha suhbRy and use NBda d -ft 3635 PARK CENTRAL BLVD. far my shichralathe npppglEMy d the Bulmrg Dxlgrar par ANSVrPI t Saa.2. DUR.FAC. POMPANO BEACH, FL 33064 FAwbv l n:TM eel-""rg;WTCnlrol Wndum .—n;ICbree: ITWBCG: www.awxg.ea-; TR: www. tpiraf.orp; WTCA: wwrapondualry.aan; IGC: www.icaafe.ary SPACING 24.0" TYPE HIP—JACK (ALPINE][FBC2010ReS/TPI-2007][HJ3][15325/1I [TCLL 30.0][TCDL 15.0][BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.0)[NM 1][SOFFIT 2.01 =====Bearings=== [X -Loc] [React] [Size] ===== [ 1.71][ 3441[0.94] [ 5.95][ 41][0.131 [ 5.95][ EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 2 35 0 0.01 0.21 0.22 2 4 SP 12 N 13B 2- 6 64 -14 0.00 0.43 0.43 5 4 SP #2 N 13B 1- 4 0 -24 0.00 0.22 0.22 2 4 SP-12-N713B 4- 7 0 -0 0.00 0.51 0.51 5 4 SP #2 N 13B 3- 5 359 -155 0.11 0.00 0.11 5 4 SP13-13B 0- 1 5 -0 -_-= Plate Member =-_- PLATE MEMBER 2- 3 155 -359 - =Fictious Member=- SP #3 13B 4- 5 359 -155 -= =Fictious Member=- SP13_13B End?ts MaxTen MaxComp AXL GLC S Grade [STD.AUTO.LOAD](OC 24.00][DF 1.15][NM 11 Repetitive Factors Used: No 31][0.131 2 PLF @ 0.0 to 2 @ 5.9 [y=14.51[ 08] 2 PLF @ 0.0 to 2 @ 5.9 [y= 5.01( 0%1 -200.27 Lbs. @ 2.8, 14.5 Angle=210 Length Pitch Brace -196.29 Lbs. @ 2.8, 5.0 Angle=210 28.42 2.41 Plywd Brg.# 1 Vert.R= -321.7 # Hor.R= C.0# 44.18 2.12 Plywd Brg.# 2 Vert.R= -25.6 # Hor.R= -0.0# 27.89 -0.49 Diaph Brg.# 3 Vert.R= -25.6 # Hor.R= -0.0# 43.51 -0.00 Diaph --- - - - - - - = ------=-----=---= --=---=---= 3.71 -Bending Web- [FBC pass #21[DC 24.001[DF 1.25)[NM 11 0.50 -Vert- ----- Repetitive Factors Used: Yes 0.00 -Vert- ----- 30 PLF @ 0.0 to 30 @ 5.9 [y=14.5)[ 08) 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 5.9 [y= 5.01( 08) 20 PLF @ 0.0 to 20 @ 5.9 [y= 5.0)[1008) Length Brace Brg.# 1 Vert.R= 343.8 # Hor.R= -0.0# Brg.# 2 Vert.R= 41.3 # Hor.R= -0.0# Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT Brg.# 3 Vert.R= 30.7 # Hor.R= -0.0# 0 0.00 10.28 ---- ----- ---- ----- ---- ---- 1 -- 1 0.00 10.24 2X4(Al) 0.80 0.01 0.13 L/206 0.14 L/201 0.00 0.00 [Partial Unbal. Lt][OC 24.00][DF 1.2511NM 11 2 2.32 10.75 1.5X4 0.80 0.60 N 0.00 L/999 0.00 L/999 0.00 0.00 Repetitive Factors Used: No 3 2.32 10.75 ---- ----- ---- ----- ---- ---- 2 PLF @ 0.0 to 2 @ 5.9 [y=14.51[ 081 4 2.32 10.15 1.5X4(**) .80 0.39 N 0.00 L/999 0.00 L/999 0.00 0.00 2 PLF @ 0.0 to 2 @ 5.9 [y= 5.0][ 0%] 5 2.32 10.15 ---- ----- ---- ----- ---- ---- -200.27 Lbs. @ 2.8, 14.5 Angle=270 6 5.95 11.39 0.00 L/999 0.00 L/999 0.00 0.00 -196.29 Lbs. @ 2.8, # 5.0 Angle=270 7 5.95 10.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= -321.1 Hor.R= 0.0# Brg.# 2 Vert.R= -25.6 # Hor.R= -0.09 Brg.# 3 Vert.R= -25.6 # Hor.R= -0.0# [Partial Unbal. Rt)[OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: No 2 PLF @ 0.0 to 2 @ 5.9 [y=14.5][ 08] 2 PLF @ 0.0 to2 @ 5.9 [y= 5.0][ 08] -200.27 Lbs. @ 2.8, 14.5 Angle=270 -196.29 Lbs. @ 2.8, # 5.0 Angle=210 Brg.# 1 Vert.R= -321.7 Hor.R= 0.09 Brg.# 2 Vert.R= -25.6 # Hor.R= -0.00 Brg.# 3 Vert.R= -25.6 # Hor.R= -0.00 (KWFRS.UPLIFT.LOAD)(OC 24.00][DF 1 601(NM 11 Repetitive Factors Used: No 2 PLF @ 0.0 to2 @ 5.9 [y=14.51[ 08] 2 PLF @ 0.0 to 2 @ 5.9 [p= 5.01[ 08) -436.12 Lbs. @ 2.8, 14.5 Angle=270 -513.99 Lbs. @ 2.8, 5.0 Angle=270 Brg.# 1 Vert.R= -797.9 # Hor.R= 0.0# Brg.# 2 Vert.R= -67.3 # Hor.R= -0.00 Brg.# 3 Vert.R= -61.3 # Hor.R= -0.0# JOD:(Ioozo) / V4 Top chord 2x4 SP #2_N_1 3B Bot chord 2x4 SP #2_N_1 3B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180100212 for valley details. 9"9 12 3 1 1 2'9"9 7 4' R=72plf U=100plf W=4' (Rigid Surface) PLT. TYP.-WAVE V FLORIDA `Q�+UALIITY TRUSS TFT.: (954) 975-3384 FAX: (954) 978-8980 M6 P.ARKC[MRAL BLVD. POMPANO BEACH. FL 33064 DESIGN CRIT=F8C2W0RESJ7Pl-2(07 FT/RT=20%(0%)/ 1(0) QTY= 1 TOTAL= 1 Trusses require bon of me ( falifing on handling, fey Inco cation, end bracing. Refer to of lbw the priest eddian rn BCSI (B fuWi Component Safely 4aarmetbn, on TPI dna WTCA) for sa/ely I. nless n tedprioto pnmf ll p (hese lunctians. pr p dy shall d struck" temporary sirgr per sur, chord Ness noted dhedy W lop ehad aheli have cats y athclyd p Wal d ktml, W ,Motbs uM n - a propean attached rBC ding. ns 83,, B7 or B1 ,a prppk We Mml pWaiirt of webs trusshave d poeds Installed per BCSI sections m t B3, B7 or B70, as asa nade. Apply plsles to each face hors a r. pi s, as mown above aph te the Joint Details, udesa octad dherwee. TW.Nrb dr" C 6DApoo-2 (or roup M pMe pp<ons. TW I,, to b Co tpa s s Group Yle. coal, not be responsibb for any dsMv fron,pM this arawirg, y faibre to build the Truss in conformance wah ANSIRPI 1, a for haM! g, ahppirg, irntalMian baA al Wsses. Mol on TMs dmdnp or aovar papa Maung We drawing, Indbaha acceptance of pmfnslonsl pinssang rssp.-ttl y eddy for the dsalpn ah—. TM suMabli ty and uu of this drswing r any strudum Is the raaponalbMMy of Bh Building Designer per ANSI/rPI 1 S-2. Far more info—ion see this jab's general ndas page aniThese web sibs: ITWBCG'. www.dwbcg Com; TPI: wtpinst.org;WTCA:~.sbcindustry.eam; ICC: wmv.bcmfe,g THE INSTALLERS. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L1180 live and L/120 total load. Creep increase factor for dead load is 1.50. SEQ = 368919 REV. 10.03.12.0410.00 SCALE =1.0000 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf CIA LEN. 4 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE VAL [ALPINE][FBC2010Res/TPI 2007][V4](15325/�] [MWFRS ASCE Repetitive Perp/R+-][OC 24.00][DF 1.60](NM Factors Used: Yes [TCLL 30.0][TCDL 15.0](BCDL 10.0][BCLL 0.0](DF 1.25][OC 24,0][NM 1][SOFFIT 2.0] -11 PLF @ 2.0 to -11 @ 3.8 R [p=11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6]( 0; 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61[ 0' [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1( [X-Loc][React](Size] ____= Repetitive Factors Used: Yes 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1]( 0; [ 0.00]' 286][ 7h)[4.001 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 0%) -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6)(1( 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 0%] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1( EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @ 1.2 to 20 @ 2.8 (y= 6.1][ 0%) 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2](100; 0- 2 64 -35 0.00 0.31 0.31 21 4 SP #2 N 13B 17.30 3.00 Plywd 60 PLF @ 0.0 to 60 @ 2.0 [y=14.6][100%] Brg.# 1 Ver.R= 0.5 plf Hor.R= 1.8 p] 1- 4 64 -35 0.00 0.31 0.31 21 4 SP12-N-13B 17.30 -3.00 Plywd 60 PLF @ 2.0 to 60 @ 4.0 [y=14.6][100%] _____________ 2- 3 64 -0 = =Fictious Member=-=- SP #2 N 13B 0.00 -Vert- ----- Brg.# 1 Ver.R= 71.6 plf Hor.R= 0.0 plf [MWFRS ASCE Perp/R-+][OC 24.00)[DF 1.60][NM 1- 3 0 -64 = =Fictious Member=- sP_42-1=13B 0.00 -Vert- ----- =-----=---=---------- ------= ------__-_-_-_-= Repetitive Factors Used: Yes [FBC pass 42][OC 24.00](DF 1.25](NM 11 -48 PLF @ 2.0 to -4B @ 3.8 R [y=11.1](1( EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 01 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 0%] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 0; Node X-Loc Y-Loc Plate Cq JSI Method deflY(LI deflY T) dxL dxT 31 PLF @ 2.0 to 31 @ 4,0 [y=14.6][ 0%] -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4][1( 0 0.60 11.13 0.00 L/999 0.00 L�999 0.00 0.00 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1]( 0%] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0; 1 2.00 11.48 4X5(**) 0.80 0.65 N 0.02 L/999 0.05 L/742 0.01 0.01 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1](100%] -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6][l( 2 2.00 11.48 ---- ----- ---- ----- ---- ---- Brg.# 1 Ver.R= 37.6 plf Hor.R= 0.0 plf -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][1( 3 2.00 4 11.48 ---- ----- ---- ----- ---- ---- == _-_-_-_=-_-=-_-__-_-_-_-_-=-_-=-_-_-_-_ -13 PLF @ 1.2 to -13 @ 2.6 (y=11.2][100: 3.40 11.13 0.01 L/999 0.01 L/999 0.01 0.01 (MWFRS ASCE Perp/L++][OC 24.00][DF 1.60][NM 1] Brg.# 1 Ver.R= -20.7 plf Hor.R= -1.5 p1 Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1][100%) [MWFRS ASCE Perp/R--](OC 24.00][DF 1.60][NM 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 0%] Repetitive Factors Used: Yes 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6]( 0%] -48 PLF @ 2.0 to -48 @ 3.8 R [y=11.1][1( -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4](100%] 1C PLF @ 0.0 to 10 @ 2.0 [y=14.61[ 01 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1]( 0%] 10 PLF @ 2.0 to 10 @ 4.0 (y=14.611 01 -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6](100%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1( -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][100%] 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.1][ 0; -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][100%] -31 PLF @ 0.2 to -31 @ 2.0 L (y=11.6][1( Brg.# 1 Ver.R= -7.6 plf Hor.R= -1.8 plf 13 PLF @ 2.8 to 13 @ 3.8 R (q=11.1)(1( -'-"-------''-'--------- 13 PLF@ 1.2 to 13 @ 2.6 [y=11.2](1001 [MWFRS ASCE Perp/L+-][OC 24.00][DF 1 60][NM 1] Brg.# 1 Ver.R= -12.6 plf Hor.R= -1.5 p] Repetitive Factors Used: Yes ___ _______________ _ ______________________ -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1][100%] [MWFRS ASCE Parl++)[OC 24.00)[DF 1.60][NM 11 10 PLF @ 0.0 to 10 @ 2.0 [y=14.61[ 0%] Reppetitive Factors Used: Yes 10 PLF @ 2.0 to 10 @ 4.0 (y=14.6)[ 0%] -11 PLF @ 2.0 to -11 @ 3.8 R (y=ll.l](l( 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][100%] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61( 01 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0%] 10 PLF @ 2.0 to 10 @ 4.0 (y=14.61( 01 -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6](100%] -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4][1( 13 PLF @ 2.8 to 13 @ 3.8 R [g=11.1][100%] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 01 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2)[100%] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6)[1( Brg.# 1 Ver.R= 0.5 plf Hor.R= -1.8 plf -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][1( =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-= -------- -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][100; [MWFRS ASCE Perp/L-+][OC 24.00](DF 1.60][NM 11 Brq.# 1 Ver.R= -0.4 plf Hor.R= -0.0 pl Repetitive Factors Used: Yes ___ ___________ _ ______ __________________. -31 PLF @ 2,0 to -31 @ 3.8 R (y=11.1][100%] [MWFRS ASCE Parl+-][OC 24.00)[DF 1.60][NM 11 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6)[ 0%] Repetitive Factors Used: Yes 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6)[ 0%] -11 PLF @ 2.0 to -11 @ 3.8 R [q=11.1)[1( -13 PLF @ 0.2 to -13 @ 1.2 L (y=11.4)[100%] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61[ 01 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0%] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61( 01 -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6)[100%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4)[1( -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1)[100%] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0�. -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][100%] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.61[1( Brg.# 1 Ver,R= -20.7 plf Hor.R= 1.5 plf 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1( ===_==== [MWFRS ASCE ----------- =-=-=-= ------ Perp/L--][OC 24.00][DF 1.60][NM 11 13 PLF @ Brg.# 1 Ver.R= 1.2 to 13 @ 7.7 plf 2.6[y=11.2][1001 Hor.R= 0.0 pi Repetitive Factors Used: Yes _______________ -31 PLF @ 10 2.0 to -31 @ 3.8 R [q=11.1][100%] [MWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 11 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 0%] Repetitive Factors Used: Yes 10 PLF @ 13 PLF @ 2.0 to 10 @ 0.2 to 13 @ 4.0 1.2 [y=14.6]( 0%] L -59 PLF @ 2.0 to -59 @ 3.8 R [y=11.1][l( [y=11.4][100%1 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 01 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0%] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 01 -48 PLF @ 13 PLF @ 0.2 to -48 @ 2.8 to 13 @ 2.0 3.8 L [y=11.6][100%] R -13 PLF @ 0.2 to -13 @ 1.2L [y=11.4)[1( [y=11.1)[100%] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1)[ 0; 13 PLF @ 1.2 to 13 @ 2.6 [y=11,2](100%] -59 PLF @ 0.2 to -59 @ 2.0 L [y=11.6)[1( Brg.# 1 Ver.R= -12.6 plf Hor.R= 1.5 plf -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1)(1( -'-- --------- ='=-- ----- ===_= -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2](1001 [MWFRS ASCE Perp/R++][OC 24.00][DF 1 60][NM 11 Brg.# 1 Ver.R= -33.9 plf Hor.R= -0.0 p] Repetitive Factors Used: Yes =__________________________________________. -11 PLF @ 10 2.0 to -11 @ 3.8 R [y=11,1][100%) [MWFRS ASCE Parl--](OC 24.00)[DF 1.60][NM 1] PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 0%] Repetitive Factors Used: Yes 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6]1 0%] -59 PIF @ 2,0 to -59 @ 3.8 R (y=11.1][1( -13 PLF @ 10 0.2 to -13 @ 1.2L [y=11.4][100%] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61[ C1 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0%1 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6]( 0' -31 PLF @ -13 PLF @ 0.2 to -31 @ 2.8 to -13 @ 2.0 3.8 L [y=11.6][100%] R [y=11.1][100%] 13 PLF @ 0.2 to 13 @ 1.2 L (y=11.4)[1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1]( 0; -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][100%] -59 PLF @ 0.2 to -59 @ 2.0 L (y=11.6)(1( Brg.# 1 Ver.R= -7.6 plf Hor.R= 1.8 plf 13 PLF @ 2.8 to 13 @ 3.8 R [g=11.1][1( =---=---------===== ---------------- 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1001 Brg.# 1 Ver.R= -25.9 plf Hor.R= 0.0 plf -13 PLF @ 2.8 to -13 @ 3.8 R [9=11.1][1008] - = -13 PLF @ 1.2 to -13 @ 2.6 [y=11.21[1008] [MWFRS ASCE PrpD/L+-]IOC 24.00][DF 1.60][NM 11 ------= --------------= ------= --------------- Repetitive Factors Used: Yes [C&C ASCE Wind Rt -+](OC 24.00][DF 1.60][NM 1] -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1][1008] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 0%) -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][1008] 31 PLF @ 2.0 to 31 @ 4.0 (y=14.61[ 0%) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][10081 -13 PLF @ 0.2 to -13 @ 1.2 L (41.4)[100%] 20 PLF @ 1.2 to 20 @ 2.8 (y= 6.11[ 0%) 10 PLF @ 2.0 to 10 @ 4.0 [y=19.6][ 0%] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6](1008] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1008] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1008] 10 PLF @ 1.2 to 10 @ 2.8 lyy= 6.111 0%] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2]11008] -13 PLF @ 2.B to -13 @ 3.8 R (y=11.11[1008] Brg.# 1 Ver.R= 18.9 plf Hor.R= -1.8 plf -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][1008] [MWFRS ASCE PrpD/L--]IOC 24.00]IDF 1.60)[NM 11 [C&C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1][1008] -183 PLF @ 2.0 to -183 @ 3.8 R (y=11.1]11008] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.611 081 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61[ 0%) 31 PLF @ 2.0 to 31 @ 4.0 [y=14.611 081 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008) 10 PLF @ 2.0to 10 @ 4.0 [y=14.6][ 0%] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 0%] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6111008] -48 PLF @ 0.2 to -48 @ 2.0 L Iy=11.6)[1008] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.111 0%] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.11(1008] 13 PLF @ 2.8 to 13 @ 3.8 R (y=11.1][1008] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2111008) 13 PLF @ 1.2 to 13 @ 2.6 (y=11.2](1008] Brg.# 1 Ver.R= 5.8 plf Hor.R= 1.5 plf = ------------= --------------= ___-_-_-_-_-_ _________ [C&C ASCE Wind Rt --](OC 24.00][DF 1.60](NM 1] [MWFRS ASCE PrpD/R+-][OC 24.0011DF 1.60][NM 1] Repetitive Factors Used: Yes Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][1008] -11 PLF @ 2.0 to -11 @ 3.8 R [y=11.1][1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6]1 0%] 31 PLF @ 0.0 to 31@ 2.0 (y=14.611 0%) 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61( 0%) 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008) -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1008] 20 PLF @ 1.2 to 20 @ 2.8 (99= 6.11( 0%) 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11[ 0%] -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6)[1008] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.11[1008] 13 PLF @ 2.8 to 13 @ 3.8 R (y-11.1](1008] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1008] 13 PLF @ 1.2 to 13 @ 2.6 (y=11.2)(10081 = _ _-_ _ _-_- - - ------------=-=-=-=-=-=-=-= Brg.# 1 Ver.R= 18.9 plf Hor.R= 1.8 plf [C&C ASCE Wind Lt--D1(OC 24.00)[DF 1.601[NM 11 ------- ---------------- Repetitive Factors Used: Yes [MWFRS ASCE PrpD/R--](OC 24.00][DF 1.60](NM 11 -183 PLF @ 2,0 to -183 @ 3.8 R [y=11.1][1008] Tetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 0%) PLF @ 2.0 to -48 @ 3.8 R [y=11.1][1008) 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 0%) 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 0%) 31 PLF @ 2.0 to 31 @ 4.0 1y=14.6][ 0%] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1008] 13 PLF @ 0.2 to 13 @ 1.2 L (y=11.4][1008] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.11[ 0%) 20 PLF @ 1.2 to -31 PLF @ 0.2 to 20 @ -31 @ 2.8 Ir 6.11[ 081 2.0 L [y=11.6][1008] 13 PLF @ 13 PLF @ 2.8 to 1.2 to 13 @ 13 @ 3.8 R [y-11.1][1008] 2.6 [y=11.2111008] 13 PLF @ 2.8 to 13 @ 3.8 R Iy=11.1][10081 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1008] [C&C ASCE Wind Rt--D](OC 24.00)(DF 1.60)[NM 1) Brg.# 1 Ver.R= 5.8 plf Hor.R= -1.5 plf Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R (y=11.1][1008] [MWFRS ASCE Pr1D+-)[OC 24.00][DF 1.60](NM 11 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 0%] Repetitive Factors Used: Yes 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008] -11 PLF @ 2.0 to -11 @ 3.8 R (y=11.1](1008] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6][ 0%] 31 PLF @ 0.0 to 31 @ 2,0 (y=14.6][ 0%) 183 PLF @ 0.2 to 183 @ 2. L (y=11.6](1008] 31 PLF @ 2.0 to 31 @ 4.0 (y=14.61[ 0%] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.11( 0%) 13 PLF @ 0.2 to 20 PLF @ 1.2 to 13 @ 20 @ 1.2 L [y=11.4][1008] 2.8 (y= 6.11[ 0%1 13 PLF @ 13 PLF @ 2.8 to 1.2 to 13 @ 13 @ 3.8 R [y=11.11[1008] 2.6 (y=11.2]11008] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6][10081 =-- - - = ----= ----__-_-_-_-_-_-_-_-_-_-_-_-_ 13 PLF @ 2.8 to 13 @ 3.8 R (y=11.1)(10081 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2](1008] Brg.# 1 Ver.R= ---------------- 26.1 plf Hor.R= 0.0 plf [MWFRS ASCE PrDl--1[OC 24 00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R [y=11.1)[1008] 31 PLF @ 0.0 to 31@ 2.0 [y=14.6]( 0%) 31 PLF @ 2.0 to 31 @ 4.0 (y=14.611 0%] 13 PLF @ 0.2 t0 13 @ 1.2 L Iy=11.4)[1008] 20 PLF @ 1.2 to 20 @ 2.8 (y= 6.1][ 01) -59 PLF @ 0.2 to -59 @ 2.0 L fy=11.6](1008] 13 PLF @ 2.8 to 13 @ 3.8 R[ =11 N100%] 13 PLF @ 1.2 to 13 @ 2.6 [Al.2][1 0%1 Brg.# 1 Ver.R= ------------------------ -7.5 plf Hor.R= 0.0 plf [CaC ASCE Wind Lt -+][OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R (y=11.11[1008] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61[ 0%) y -13 PLF @ 0.2 to -13 @ 1.2 [y=11.41[10081 1T PLF @ 2.0 to 10 @ 4.0 [y=14.6]( 0%) -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6)[1001] 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.11[ 0%] ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FIG. 1 COMPRESSION WEBS, TO PREVENT THIS 1 \ BEFORE AND AFTER FAILURE. ANCHO$ \ I BUCKLING. OR RESTRAIN THE 11 II I LATERAL BRACING CONTINUOUS LATERAL BRACING(CLB) MAINTAINS SPACING, BUT USE METHOD 3B. O IN PERMITS LATERAL BUCKLINGFIG. 2, 3A & 3H, OR LWBEARING OF ALL REB YE1®ERS AT ANOTHER STRUCTURALLY THE SAVE TDO;. SOUND METHOD SPECIFIED BY PROFESSIONAL FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 ANCHORAGE BY RIMMING, ING, D I - R (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). FIG. 3A EXAMPLE DIAGONAL BRACE R • AINT (DBBM WITHIN THE Ui_?IT (4A do 313) ANCHORAGE (BY BUDDING DESIGNER) INTO SOLID END API WALL — RESTRAINS LATERAL BRACING, THEREBY PREVENTING WEB BUCKLING. CLB CLH COMPRESSION WEB CEILING - DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT. SHEATHING COMPRESSION WEB, SLOPING OR VERTU OR WEB NEEDING BRACING. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —�=), WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR —M) MEMBERS ARE 2X4'S, I THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG. 3B 2X4 #3 OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXDIATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) lea COMMON (0.182' X 3.5 -AU N) NAILS. 7-`..: 0wn °ea � -' fe�ti.& � .n1pplza& 1a.1.mu ana b—IM. aal.r ea aW lme. REF BRACE RESTRAINT ttcs Int cempaesent 1MIet) tdarmatfam, >„ TPI aad trTr.7,) !.� .det, pnaUar Dr1er fa parteralnt DATE 1/1/09 that tanetlaaa. te.t.»e..h.II pa.aa tem�r� teaetat tt®. tlder n.ted .LhernSse, teD aheed .d . m. aalJin lFmsat Tai .°L�raatmnl yatm and rsbst "b" 1aMU U -Em ly -. r e« ibb ;.bn bat- n fair�aH.aLed rfafd psareDRWG BRCLBANCO109 rrOMRTANTr' FDtN= COFT OF TSA DZMW TO Dt3LIU?= CORTYAML ITT Fil{dtj CemponuL a'anD Im. (DWDCO) .baD aet be bla !m aaF darLUea hen thl. dedp, Building Components Group Inc. aaF laUnra to 1M1d the trot d e.alarm.aaa aitl MPI, er labrlea!>M, y.amiy, aypplet, kffumng k br.d" d tra.r.. MbW o.aa.elar *tu an made d 20/1e/16= CWA/e/=I AMU AMM pad. 37/40/80 ic/W/etr) a` 1.. aG.1 4pp3T p1st.. to reh Ieae d tr sw p-hi—d -. lw . eb— aad — sial D.W1 .eat m dntrmt ar aero pate Isdleatr f.aoay — -d pad—S-4 .at—t z wpeptlhDiy .da1T ! the Irv. e-Mcris.at drip .hero. Th. The a,alUm y and nae d thta v penmt Ier a.y bnOdlnt L 1h. ra.caadldllLF d U. ldldia. Daafpaet Der IN3!/TR 1 tae. L Earth City, MO 53045 }}!Kf sca' ...tt bot•°° TPI' ..w'tptnd..e� Wfil ...Aeh d .try.wec toe —.2—de-1 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCST Guide to Good Practice for Handling Installing Restrainina & Bracing of Metal Plate CODnected Wood Trusses for more detailed information NOTAS GENERALES Los trusses no estin marcados de ningon modo que identifique la frecuencia It localization de restriction lateral y arriostre diagonal temporales. Use las recomendaaones de manejo, instalaci6n, restriod6n y amostre temporal de los trusses. Vea el folleto BCSI Guia de Buena Practice para el Maneio Instalaci6n Restriction y Arriostre de los Trusses de Madera Conectados con Placas de Metal para information mos detallada. Los dibujm de disefio de los trusses pueden especificar las Truss Design Drawings may specify locations of localizadones de restriction lateral permanente o refuerzo permanent lateral restraint or reinforcement for en los miembros individuales del truss. Vea la hoja individual truss members. Refer to the BC5I-B3-B3 resumen BCSI•B3 - Restricd6n/Arriostre Permanente the Summary Sheet - Permanent RestrainUBracing Cuerdas y Miembros Secundarios para mos informaci6n. of Chords & Web Members for more information. EI resto de los disefios de arriostres permanentes son la All other permanent bracing design is the responsabilidad del Disefiador del Edifiao. responsibility of the Building Designer. QThe consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, levantamiento, instalaci6n, restriction y arrisotre incorrecto puede ser la caida de la estructura o aun peor, heridos o muertos. 0 Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when = �i cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO Avoid lateral bending. — Evite la flexion lateral. QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. EI contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. r/ If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at B' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCST Guide to Good Practice for Handling. [:stalling. Restraining & Bracino of Met la Plateonn ded Wood Trussed for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses estaran guardados horizon- talmente, ponga bloqueando de altura suficiente detras de la pila de los trusses. Para trusses guardados por mos de una semana, cubra los paquetes para prevenir aumento de humedad pero permita vend- lact6n. Vea el folleto BC5I G de Buena Practica oara el Maneio. Instalacion. Restricci6n v Ar- riostres de Ios Trusses de Madera Conectados con Placas de Metal para information mos detallada sobre el manejo y almacenado de los trusses en area de trabajo. ® Use special care in Utilice cuidado windy weather or especial en dfas near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. Locate Spreader bar 10' o.c. Spreader bar or stittback max• for truss " O O R1Use proper rig- Use equipo aprop!ado ging and hoisting para levantar e equipment. improvisar. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. ®Do not store on No almacene en uneven ground. Cierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. QWarning! Don't overload the crane. iAdvertencial iNo sobrecarga la gr6a! 0 Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para levantar un paquete. No levante un grupo de empaques individuales. 10 A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 lift points for bundles with trusses greater than 60'. Puede usar un solo lugar de levantar para paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para paquetes mos de 60 pies. Use por to menos tres puntos de levantar para paquetes mos de 60 pies. QWarning! Do not over load supportir structure with truss bundle. iAdvertenda! No sobrecargue la est apoyada con el paquete de trusses. Place truss bundles in stable positio Puse paquetes de trusses en una pc estable. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' t ' Trusses 30' or 1 . or less, sup- ' less, support at r port at peak. quarter points. Levante Levante de del pico los IDS cuartos trusses de de tramo los 20 pies o I Trusses up to 20' --), trusses de 30 E Trusses up to 31 menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 1 IOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIL Hold each truss in position with the erection equipment until top chord temporary lateral re is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de grua hasta que la restricci6n lateral tempor cuerda superior este instalado y el truss esta asegurado en los soportes. 0 Waming! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar para levantar en el pico puede hater da"no al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES I reader bar To ej,in �n Spreaders112 2 bar 1to Tagline 2/9 bus length I TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to SCSI -62 Summary Sheet - Truss Installation & Temporary Restrain[/Bracino for more information. Vea el resumen BCSI B2 - Restricci6n/ Arriostre Temporal v Instalaci6n de los Trusses para mos information. R( Locate ground braces for first truss directly in 1 line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los arriostres de Cierra para el primer truss directamente en linea con Cada una de las filas de restricci6n lateral temporal de la cuerda superior (vea la table en la pr6xima columna). f Do not walk on unbraced trusses. 4 No camine en trusses sueltos. -47Top Chord Te Lateral -•• �r/ Lateral Restr. (TCTLR) \\ 20 min. .g0^ Brace first tru Q-- securely befo erection of ac trusses. �-- Approx. 1/2 truss length Tagline TRUSSES UP TO 30' _ TRUSSES HASTA 30 PIES Attach Locate Spreader bar 10' o.c. above or stittback max• mid -height Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to SCSI -62 Summary Sheet - Truss Installation & Temporary Restrain[/Bracino for more information. Vea el resumen BCSI B2 - Restricci6n/ Arriostre Temporal v Instalaci6n de los Trusses para mos information. R( Locate ground braces for first truss directly in 1 line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los arriostres de Cierra para el primer truss directamente en linea con Cada una de las filas de restricci6n lateral temporal de la cuerda superior (vea la table en la pr6xima columna). f Do not walk on unbraced trusses. 4 No camine en trusses sueltos. -47Top Chord Te Lateral -•• �r/ Lateral Restr. (TCTLR) \\ 20 min. .g0^ Brace first tru Q-- securely befo erection of ac trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). S) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de Berra. 3) Instate los proximos cuatro trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los planos de los miembros secundarios para estable los primeros dnco trusses (vea abajo). 6� Instale la restriction lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos the cuatro trusses hasty clue todos los trusses est�II.insf�latlos. 0 Refer to "" SI Bra Summary Sheet — Trust Installation & Temporary Restraint/Bracing for more information'. Vea el res6men BCSI-B2 - Instaladon de Trusses y Arriostre Temporal para mayor informadon. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This re$traint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restricdon y arriostre es para todo trusses excepto trusses de cuerdas paralelas 4x2. I)TO CHORD — CUERDA SUPERIOR _ Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lcjngitud de Tramp Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 4S' T o.c. max. 30 a 45 pies B pies maximo 4S' to 60' G o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies- 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. `Consuite a un ingenierc para trusses de mas de 60 pies. l� l See BCSI-82 for TCTLR options. l-1 Vea el BCcj B7 para las opciones de TCTLR. t Refer to BCSI-83 Sum- o mary Sheet —Permanent Regralnt/Bradng gf Chords & Web Members for Gable End Frame restrdint/bradng/ reinforcement information. Para informadon score restrlcdon/arriostre/refuerzo Para armazon de hastial vea el resumen BC I-63 — Re- striccion/Arriostre Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas y diagonales para cada Miembros Seomdarios. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS A I LATERAL RESTRAINT & DIAGONAL BRACING Web Members ARE VERY IMPORTANT iLA RESTRICCION - LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! Q10'-15' max. Same spadng as Repeat diagonal braces for each set of 4 trusses. Bracing Chords Diagonal Braces every 10 truss spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords _� Diagonal Braces every 10 truss spaces (20' max.) 10'-15'Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES L4 RESTRICCT_ON Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 0 A Refer to BCSI-B7 Diagonal Bracing Summary Sheet 10' or IS` Repeat Diagonal Bracing - Temporary & Per- �LiT� i, —�� �/ every 15 truss spaces (30') manent Restraint/ @racine for Parallel Tfi ` IIChord Trusses for '1 J more information. Vea el resumen ' BCSI-87 — Restric- Apply Diagonal Brace to vertical webs at end of do v Aaiostre cantilever and at bearing All Lateral Restraints Temporal v locations. lapped at least two trusses. Permanente de Trusses de Cuerdas `Top chord Temporary Lateral Restraint spacing shall be Paralelas para mas 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. information. INSTALLING - INSTALACION (put.ofP,lnrio- n( Tolerances for Out -of -Plane. r Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. iOv6f&W Max. Truss lJ Tolerandas para Fuera-de-Piano. Gypsum Board apropiada y Segura. Bow Length DI6p D (ft) �s�— Max- Bow Length —�I 3/4" 12.5' Int �--� 1/4" 1' 7/8" 14.6' Max. Bow Length --� 1/2' T Max Bow i t" 16.7' 3/4' 3' 18.8 f-- Langm r -1-7/8" i 4' 1-1/4" 20.8' n ❑ Plumb 1-1/4" 5' 1-3/8" 22.9' Tolerances for /bob ` 1-1/2" 6 1-12" 25.0' LJ Out -of -Plumb. 1-3/4" 7' Tolerancias para 0/50 max _ 2- za 1.3(4" 29.2' Fuera-de-Plomada. .. 2' 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION r Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. vEg�.t{ M�—gxrn1�m�, m�e': 1};�Mfar,Mauipa No prooeda con la construcdon hasty clue todas las restric- Material cones laterales y los arriostres esten colocados en forma Gypsum Board apropiada y Segura. Do not exceed maximum stack heights. Refer to @CSL -B4 S mmary Sheet - Cnnstrt rction Loadina for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCST-B4 Caraa de Construcdon para mayor informadon. 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupas o trusses individuates. Never stack materials near a peak. Nunca amontone material cerca del pini. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. t ]( Position loads over load bearing walls. Ll Coloque las cargas score las paredes soportantes. Plywood or OSB Asphalt Shingles Concrete Block Clay Tile Height 12" 16" 2 bundles 3-4 tiles high Truss bracing clot ALTERATIONS — ALTERACIONES shown for clarity Q, Refer to �I B5 summary Truss Damage ]obsite��i�r�t�nc�rn�11a�on Errors. Summ ry Sheet T�ss Damage Jobsite M�ifir�t'nnc�rn�11a�on Errors. Vea el resumen BCST-B5 Dahos de trusses. Modificaciones en la Obra y Error dg: Instaladon. Do not cut, alter, or drill any structural member of a truss unless Specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos clue este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer; prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han lido alterados sin una autorizaci61 previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: TheTruss Manufacturer and Truss Designer rely on the presumption that Me Contra cmr any crane operator In appucamrcr an, professional with the capability to undertake the work they have agreed to do on any given Pmlect. If the Coteactor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These reconmecdadons fo handling, Installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibi ities Involved, be presented only as a GUIDE fo use by a qualified Budding Designer Or Contractor. It is cwt intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and it does not predude me use of Other equivalent methods for restraining/bracing and providing stability for the walls, mlumns, doors, roofs and al me interrelated structural building components as determined by the Co tractor. Thus, WTCA and TPI expressly disclaim any respo s,bitity for damages arising fmm the use, application Or reliance on the recommendations and information contained herein. •e.•aamwMr,.•... TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, W1 53719 218 N. Lee St, Ste. 312 - Alexandim, VA 22314 608/274-4849 • www.sbcindustry.com 703/683.1010 • www.tpinst.org BLWARNllx17 2006111 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR 1EN MUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2XB 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T -BRACING OR T—BRACE L -BRACING: OR L—BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 809 OF WEB MEMBER LENGTH SCAB BRACE ////TPF. I b1`0110T In»;'�T-- q.ta .u,Aipplas, Installing . A b .. fj. zone to -a f,lt" ncs (emwnj C.mp.a.at «uK tnf—Lien, by TO and WMIL) for safety praettn.a pylar to pWWada par a"'n.a Valeas _Isd top °bw" :. n�� S. tbd. 3-� Lata. e t rebvdat �'ta,�ati � �°�` �'"1id� TC LL PSF TC DL PSF BC DL PSF REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 Building Components Gmup Inc. Earth City, MO 63D45 -DlpdaUNT« nntffi evy or nm 13[9311 To DIMMUTmlr CO) MILCM rn P"t" �eemto rh�aap he. Q�TBCg) .hall ant b. !ta'ter any detiotlaa in= tlda dealer, my to&— to b22d tb L- to ..le— as with TPI, ar fdefn : hu dit& ahtpVt", Installing L btadag d it . Maw aanaaator plat" a aaad. at 20/1e/IWA (Wx/e/p Amo am pads mp0/60 "/110) figtallyr. stud. Apply *tr to "ah tone of bum padtten.d as ahe" .ban and ae Joint DatailL A anal to {hla draiAng sr cont pail. Indlaatae ooarptoano and ptofaadead engInawtng raapnnatlQktp aa3ab tat w hna. oempaarnL eedye .ha.a Tho aolfabOltT .ae n.. d tht. eespseM ran w 1eDdlat a the 3flelT a on D..zma* pe axeT i eon. 6. °n o: '"'A bot. :'"".tpIn.t.n®i '' .'bal°d°'`".saw too""'.'°mat erg BC LL PSF TOT. LD. PSF DUR. FAC. SPACING Valley Detail - ASCE 7-10: 180 Mph, 30 Top Chord 2x4 SP 42N, SPF #1/#2, DF -L #2 or better Bot Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better, �*' Attach each valley to every supporting truss with) 560# connection or with (1) ITWBCG HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph. 30' Mean Height, Part, Enc, Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 160 mph, 30' Mean Height, Part, Enc, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 Cut from 2x6 or larger as req'd 4-0-0 12 12 Max, i- W2X4 W2X4 W2X4 �- B-0-0 -{ 12 12 Max. ax. 4X W1X3 W1X3 W1X3 W5X4/SP 1X3 (Max Spncing) . W1X3 ;4 ' Mean Height, Partially Enclosed, Exp, C, Kzt=1,00 Unless specified on engineer's sealed design, apply 1x4 'T' brace, 80% length of web, same species and SRB grade or better, attached with Bd box (0,113' x 2,5') nails at 6' o.c., or continuous lateral bracing, equally spaced, for vertical valley webs greater than 7'-9'. For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of web, same species and SRB grade or better, attached with 8d box (0,113' x 2,5') nails 2 6' o.c, Top chord of truss beneath valley set must be braced with) properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c. or as otherwise specified on Engineer's sealed design. Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design, Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Bottom chord may be square or pitched cut as shown, W2X4 Valle Spacing Pitched Cut Square Cut Stubbed Valle Bottom Chord Bottom Chord End Detall y Valley Vall \P W2X4 SQo W4X4 Optional Hlp Joint Detail — 20-0-0 (++) Plan J Supporting trusses at 24' oz. maximum spacing, LL13W ALL NOTES 13N THIS DRAWINGI wsIHPORTANTu rJRJN NSHH THISS DRAVINO READ AND aTO ALL CONTRACTERS INCLLMM THE INSTALLERS, TC LL 30 30 4 0 P S F REF VALLEY DETAIL Trusses require extreme care In fabricating, handling, shapiInngp, Installing and bracing. Refer to and follow the latest edition of BCSI OA&V Component Safety Infornatlon, by TPI and VTCA> for safety TC DL 20 15 7 PSF DATE 2/16/12 ppractices prior to performing these functions, Installers shall provide tempdrary bracing per BCSI. lAniese noted otherwise, top chord shall have attached properly structural sheathing and bottom chord shell have a pproperly attached rlpid cellro Locatbrx shown for permanent lateral restraint of webs shall have hracin Installed ➢CSI sections 33, 37 810, BC DL 10 10 10 P S F D R W G V A L 18 0100 212 per or as applicable, Apply plates to each face df truss and oskbn as whom above end On the Joint Details, unless noted otherwise. BC LL 0 0 0 PSF Building Components Group Inc. Re/er to dras4ps 160A -Z for standard photo positions. ITV Building Components Woty Inc. shall not be responsble for any dwhtbn iron this drnving, any TOT, LD, 60 55 57PSF fall— to bind the truss I, cd+fernance with ANSI/TP1 1, or for handlbro, shlppkv, Installation L brachio a trusses. A seal on this drswino or cover page listing this drawbv, Indkates� acceptance of professional engheerMo responslbl0ty solely for the design shown The sultdblky and Me of this DUR,FAC.1.25/1.33 1.15 1.15 drawing for any structure is the responsbllty of the Building Designer per ANSI/TPI 1 Secz Earth Cly, MO 63045 _ For more information soe this Job's general notes page and these web sltesn ITVBC6 wwwJtwbcgconl TPI, www.tpinst.org) VTCA, www.sbcbxkistry.argl ICb wwwJccsafe.org SPACING 24,0' It rj r cn o U m Nof w z o 0 M 0 NOTES: STEPDO NN HIP CORNER SET DETAIL T ORNER JACKS 2'-0' 2'-0' 2'-0" 2'-0' V-0' 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 (3) 16d (0.162"x3.5") TOE—NAILS HIP GIRDER CJ5 NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE -NAILS UP TO THE MAXIMUM CJ3 SHOWN BELOW. SPG �\e R=260# U=345# (3) NAILS: R=390# U=520# Q CJ1 z w U U U W W T ORNER JACKS 2'-0' 2'-0' 2'-0" 2'-0' V-0' 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 (3) 16d (0.162"x3.5") TOE—NAILS (2) 16d (0.162"x3.5") TOE—NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE -NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# CJ1 CJ3 CJ5 TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN 'WMMMO" RM AND YOLLOM All. WM ON T= M= 14nseee raqulre aztreme Dare la (s6rle■ltnd. hnadlfay ■L1DD�t. tnat+ilklnt and braelnt. Refer to a.d fe]lox DCR (HnRdlnt Compene.i 6alety T.formatlon, by TPI cad RG) !or selety practlon peter to psrlerml.a thaw fmtotlms. installm ahaD prvrlde temporary braa7nL Dor DL'S. Ilnla� naiad othmwise, top chard ■LuD baro Drtrp�� ettam. strnogael poaal. end bottom chard abaD hers a property attached t�t�td odbAg. Laaal)ans-ehay. for permanent lateral restraint of Saba shell bene braotnS InsLaDed par &M eeotlons 81 C B7. Dae this )eb'e jon-1 note, pane for mare faformatlm. "BiP�47►NC" FUXW B COPY or THM D=GN 70 DWALIATION COH7YACM. m BaBetad eabvMmte Croup Ise. MTDCO) abaB net be ro peadbla for a derlatlm nm this dedin any f■11nra to bdSd the truss In aonfermenoe with TPL or fabrfoatLM4 babdl shSDD1nD. IhstalDnD t breafns of trusses. rrhm oanaeofer plates are etude of 20/18/16U (t.3/6/A) ABrll ABW wade 07/40/60 sahy, steel. ADpb plat" to saah face of faun. pesitlmad u sbe all ve and on faint Details. A seal m itch h ins er corer Daae ladlaata■ seaepLnee end-ofeadmel anslaaminD respeaatbdllty solely for the trur oompment dads. ■bo The scltabtllty and Use of this aempanent for any buftmg L the reap_-lbildty e1 the B.lidlna Baader pr Adi9T/TPf 1 Sea. z ff► DCO: �mr.lt�beyuea; TYI: �nr.tpi.at.eem; 1i7'f'A nrv.■botndnAry.oam: ICC: �Joesate.orD HIP JACK END JACK TC LL 20-30 PSF REF TC DL 7-20 PSF DATE BC DL - PSF DRWG BC LL 10.00 PSF TOT. LD. 37-55 PSF DUR. FAC. 1.25 SPACING 2-0-0 tY w 0 0' u _w _ w 0 3/21/12 STEPDOWN HIP lid-hitiqgr Components Group 74d x 1 12 ?qaiLS ace 6.148' X : _ - iod Com -mar. idals a cJ_ A8" , x 3- ,6d C m �r 5iais are 0_1 6Z x 3.5 EVAL -011ON sR='POS` T=OP FLORIDA_ FRODUCT APPROVAL -1 9 S�p;tsinbar ti. 2010 ANULb !':� ii c.'„'.sEyj �c �:� r � {.::c�^:C �:�.o v ��=F(�-`1d±moi iti aV".•a"'r'.�i�cF'i:c i`.!;'i �c i3 ?C3ais � F ac SUR-&-ig C; -e 5<%_ -,-rx _ -vo Da i : l,'vf c7C�'--` tai T� Southam Pine 0.55 Specific Gravity) PfitlDW CODE $ifPPOBm ttEitBEti PROItUCT GJEUGE U4GER-vaa tom.. ' .,CtfllA ♦ DYER�1i] WMTH ..i�HSHT DEPTH >n .. COMMON i1.RlL TYPE ASTHEIM.. .. JOIST JOIST j4uDEii-- . �OtST � OT7( StiE EiiF ALUWABLED0At}t1MD tl%ADS -.-°LAJtf3:DURATtGH iDEi _: - 3:..: 115. � 1.?s 1.6�:; ALLOVUBLE UPWARD LOAD LDAD_DURAiHilFACTOR. ..OA - - i -1:15...725 . th AHW6 11/2 18 19116 51/2 2314 0.148'x1.5` 8 0.162`x3.5' 24 3350 3350 3350 3350 1025 1175 12M 13D AHU28 11/2 18 19/16 1 61/2 2314 0.148'x1.5' 12 0.162'0.5' 24 3655 4095 4250 4375 1535 1765 1915 206 AHU210 1 1/2 18 1 9116 81/2 2 314 0.148'x1.5' 16 0.162'x3.5` 24 3655 4200 4555 5605 2045 2350 2555 327 AHU26-2 3 18 37/16 51/2 2 314 0.148.0.0' 8 0.162'x3.5` 24 3350 3350 3350 3350 1025 1175 1280 130 AHU29-2 3 18 37/16 51/2 23/4 0.148Y3.0' 8 0.162'x3.5' 24 3655 4200 4375 4375 1535 1765 1915 205 AHUZIO-2 3 18 37/16 51/2 2 314 0.148-x3.0' 8 0.162'x3.5' 1 24 3655 4200 4565 5845 2045 2351g2555327 3485 3485 AHOW 31/2 18 39/16 51/2 2314 0.148X3.0' 8 0.162X15' 24 3350 3350 3350 3350 1025 1175 5035 5035 AHU48 3112 18 39/16 5 ill 23!4 (1148`x3.0' 8 0.162`x3.5' 24 3655 4200 4375 4375 1535 1765 6475 6475 AHM0 3112 18 39116 51!2 23/4 (1148'x3.0' 8 (1162`x35' 24 3655 4200 4565 5845 2045 2350 2700 2700 74d x 1 12 ?qaiLS ace 6.148' X : _ - iod Com -mar. idals a cJ_ A8" , x 3- ,6d C m �r 5iais are 0_1 6Z x 3.5 EVAL -011ON sR='POS` T=OP FLORIDA_ FRODUCT APPROVAL -1 9 S�p;tsinbar ti. 2010 ANULb !':� ii c.'„'.sEyj �c �:� r � {.::c�^:C �:�.o v ��=F(�-`1d±moi iti aV".•a"'r'.�i�cF'i:c i`.!;'i �c i3 ?C3ais � F ac SUR-&-ig C; -e 5<%_ -,-rx _ -vo Da i : l,'vf c7C�'--` tai T� ScuUiem Pine (0.55 Specific Granit•/) PRODUCT CODE SUPPORTED MEMBER PRODUCT GAUGE HANGER DIMENSION COMMON NAIL TYPE F4STRERS CLEAR OVERALL OVERALL jow HEADER WIDTH HEIGHT DEPTH (my Cm) Cin) S12E QTY SIZE OTY A LOWABLE DOWNWARD LOADS LOAD DURATION FACTOR 1 1.15 125 1.6 ALLOWABLE UPWARD LOADS LOAD DURATION FACTOR 1 1.15 125 1 1.6 AGIIS26 1 112 12 1 5/8 57116 4114 0.748`x1.5' 24 0.162`x;15' 30 4925 5035 5035 593S 2700 2700 2700 2700 AGUS28 1112 12 1 5/8 615/16 4114 0-148'x:.5' 30 0.152"4.5' 40 6555 7410 7410 7410 3485 3485 34.85 3485 AGUS210 11/2 12 1 S/8 8 15116 41/4 0_748'xl.5' 38 0.162`x3.5' SO 8210 8865 8865 8855 5035 5035 5035 5035 AGUS212 i 1/2 12 1 5/8 10 15116 4114 0.148'x1.5' 46 1 0.162'x315' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS26-2 3 12 3 118 5 7/16 41/4 0.148'•3.0` 24 0.752`'.35 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28-2 3 12 3 1/8 6 15116 41/4 0.148 3-0 30 0.162`3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-2 3 12 31/8 815116 41/4 0.148X3.0' 38 0.162X3.5' 50 8210 886x' 8865 8865 5035 5035 5035 5035 AGUS212-2 3 12 3 1/8 1015116 41/4 0.143'.3.0' 46 0.162`x3 5` 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS2S-2i 3 12 37116 57116 4114 (1143X3.0' 24 (L162'-35` 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28 2T 3 12 3 7116 5 15!16 41/4 0.148`x3.0' 30 0-162'x3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-2T 3 12 3 7/16 815ii6 4114 0.148X3.0' 38 0.162X3-5' 50 8210 8865 8865 8865 5035 5035 5035 5035 AGUS212-2T 3 12 3 7116 101-5n6 1 4114 0.148X3.0` 46 0.162)3.5' 60 9240 9240 9240 9240 6455 6475 1 6475 6475 AGUS46 3112 12 3 518 57/15 41/4 0.148X3.0' 24 0.162X3.5' 30 4925 5035 5035 5035 2700 2700 2709 2700 AGUS48 31/2 12 1 3 5/8 6106 41/4 0.148-..3.0' 30 0.162X3-5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS410 3112 12 3 518 8 15/16 4114 (1748X3.0' 38 1.162X3.5` 50 8210 W55 8865 8865 5035 5035 5035 5035 AGUS412 3 112 12 3 518 10 75!16 4114 0.14853.0' 46 0.162'x35" 60 9240 1 9240 9240 9240 6455 6475 6475 6475 AGUS26-3 1 4 112 12 4 518 57/16 4114 Q748'x3.0' 24 0.152`x3.5' 30 4925 5035 5035 5035 1 2700 2700 2700 2700 AGUS28-3 4 112 12 4 5/8 615116 4114 0.148'x3.0' 30 0.162'x3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-3 4112 12 4 518 815116 4114 0.148x3.0' 38 0.162X3.5' 50 8210 8865 8W5 8865 5035 5035 SOS 5035 AGUS212-3 4112 12 45/8 1015116 4114 0.148'x3.0' 46 0.162X3_ 60 9240 9240 9240 9240 6455 6475 1 6475 6475 AGUS26-3T 4 112 12 5 57116 4 114 0.148'x3.0' 24 0.162'x3.5' 30 4925 5035 5035 5035 2700 2700 27M 2700 AGUS28-3T 41/2 12 5 6 15116 41/4 0.148'x3.0' 30 0:162X3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-3T 41/2 12 5 815/15 4114 1 (1148'x3.0' 38 G_162 x3.5' 50 8210 8WS 8865 8865 5035 5035 5035 5035 AGUS212-3i 1 41/2 12 S 1 1015!16 1 41/4 1 0.148`x3_D' 1 46 1 0.162`x35' 60 9240 1 9240 1 9240 1 9240 6455 6475 6475 6475 74d x 1 12 ?qaiLS ace 6.148' X : _ - iod Com -mar. idals a cJ_ A8" , x 3- ,6d C m �r 5iais are 0_1 6Z x 3.5 EVAL -011ON sR='POS` T=OP FLORIDA_ FRODUCT APPROVAL -1 9 S�p;tsinbar ti. 2010 ANULb !':� ii c.'„'.sEyj �c �:� r � {.::c�^:C �:�.o v ��=F(�-`1d±moi iti aV".•a"'r'.�i�cF'i:c i`.!;'i �c i3 ?C3ais � F ac SUR-&-ig C; -e 5<%_ -,-rx _ -vo Da i : l,'vf c7C�'--` tai T� Florida Quality Truss Main Office: Alt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net - Customer Information: Name: F&F CONST. Address: City, State, Zip: Contact: Fill in later Engineering -List Job #: 15325 -_ -Project Information: Name: F&F CONST. - F&F CONST. Address: 358 NE 101 st. STREET City, State, Zip: MIAMI SHORES, FL Date: Region: 4 1 11-00-00 A4 '� 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each �� _� 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 5 1 11-00-00 , A53.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 0.00 ' 00-00-00 ; 00-00-00 00-00-00 6 1 11-00-00 A6 3.00 0.00 0.00 00-00-00 01-03-00 Salesman: 0 lbs. each _ T 2x4 / 2x4 0.00: 00-00-00 00-00-00 Notes:y //,/ Nv 01-03-00 j 00-00-00 1 00-00-00 I 0 lbs. each 2x4 / 2x4 1 0.00 Loading: TC BC Fill in later 0.00 0.00 00-00-00 ,"t 00-00-00 00-00-00 0 lbs. each �` _] 2x4 / 2x4 0.00 ; 00-00-00 00-00-00 -- - - LL 0 0 Designer., Fill in later DL 0 0 Engineering List Seq. Qty Span Description Truss Slope BDFT OH - L CANT -L STUB -L Height Num. TC/BC OH - R CANT -R STUB -R 1 4 22-06-00 Al 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each .. _ 2x4 / 2x4 0.00 00-00-00 01-03-00 00-00-00 2 1 11-00-00 A2 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 3 1 11-00-00 A3 -- 3.00 0.00 0.00 00-00-00 , 01-03-00 00-00-00 00-00-00 0 lbs. each =-/ 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 4 1 11-00-00 A4 '� 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each �� _� 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 5 1 11-00-00 , A53.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 0.00 ' 00-00-00 ; 00-00-00 00-00-00 6 1 11-00-00 A6 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each _ T 2x4 / 2x4 0.00: 00-00-00 00-00-00 00-00-00 7 3 10-06-00 B1 3.00 0.00 0.00• 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 0.00 00-00-00 01-03-00 00-00-00 8 4 04-03-00 : J3 3.00 0.00 0.00 00-00-00 01-03-00 j 00-00-00 1 00-00-00 I 0 lbs. each 2x4 / 2x4 1 0.00 00-00-00 00-00-00 ' 00-00-00 I 9 2 02-00-00 C2 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each �` _] 2x4 / 2x4 0.00 ; 00-00-00 00-00-00 00-00-00 10 1 05-11-06 HJ3 0 lbs. each ��- 2.12 0.00 2x4 / 2x4 0.00 0.00 00-00-00 00-00-00 01-08-07 00-00-00 00-00-00 00-00-00 00-00-00 11 1 04-00-00 V4 0 lbs. each ����� 3.00 0.00 2x4 / 2x4 0.00 0.00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 Page 1 of 1 J0D:(l0.SZ5) / Al Top chord 2x4 SP #1 Dense 13B Bot chord 2x4 SP #1 Dense _138 Webs 2x4 SP—#3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 1.75 L 1.75 [ 4] W3X4 S 1.25 [12] W3X4 S 1.25 [13] W3X5 1.75 R 1.75 11'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.1 B Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 11'3" m!IX5[31 20 m3X5[13 22'6" R=1253# U=557# RL=58/-58# W=8" (Rigid Surface) R=1253# U=557# W=8" (Rigid Surface) 11 SEQ = 369049 PLT. TYP.-WAVE DESIGN CRIT=FBC2010RESrrPI-2007FT/RT=2B%(e%y1(0) QTY= 4 TOTAL= 4 REV. 10.03.12.0410.00 SCALE =0.2500 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF ` N r Trusses repute estrame nre in fabreatep, harrdng, ahpgg, hWirrp arM brac#g. Reter b and folow Wast O&M am of SCSI M,&Wg Cwiporwrd Safety Ydorrnetis,, by TPI a�M TCA) for safely W TC DL 15.Opsf DATE 10-15-2015 * a a�wra Installers stial ��� por bbodoroct�d LOCOkm Ol b Weral it 10. 0 .Y YTIA LST f'�'�] 1J shah hm a properly aLdrd rigid cekV. pa re or weM "ll have bracbq inNMM BCSI secliaw B3. 87 or 010, as approble. Apply to each face BC D L psf DR W G ,1FL�(V�tS�U� QTJALI 1 i TRUSS per plates of buss and passim as alwvm above and m the Jose Dela h. unless noted dhenise. Referlodranirga 1WA-Zfaratandardplatapositiona. ITW BuiWirq Components Group Inc. ahal riot be reaponsibla for any day from Ibis drawbg, any fa�e 10 buid N lrusa h ounfprmance with ANSI/TPl 1, o, for haMlrg. Nipping, installation bb,a ofln,ases. A tell on Wet drawing or alar ppa NBrg ft dreming, bdoslaa aoelphnpe of profiaabnal BC LL O.Opsf TOT.LD. D. 55. 0 p Sf O/A LEN. 220600 TT -.T,: (954) 975-3384 DUR.FAC. 1.25 JOB #: 15325 TAX: (954) 978-8980 i« Yaa porlaaNkyeplayfor d. n Th WholI p'arx! .1 ft dr -ft 3635 PARK CGITIL%L BLVD. stnichns orthe �r �0 Wnet Oper ANSMI I Sac.2. POMPANOBEACFi,FL33064 For mue.don.lnlaaswapbagetetretnaaspege&Wthese ebato- IrvBCG: kwbcq.com: TPI:wwe.lpirW.orp: WTCA—s.sbcV4adry—; ICC: www.iccaafe.pg SPACING 24.0" COMN TYPE [ALPINEI(FBC201ORes/TPI-2007][A1][15325/1] [MWFRS ASCE Perp/L+-1IOC 24.00][DF 1.60][NM Repetitive Factors Used: Yes [TCLL 30.0)(TCDL 15.01[BCDL 10.0][BCLL 0.0][DF 1.25)[OC 24.0][NM 1][SOFFIT 2.0] 13 ELF @ 1.3 to 13 @ 14.6 [y=10.0](1001 10 ELF @ 0.0 to 10 @ 11.3 [y=16.3]1 O; 10 ELF @ 11.3 to 10 @ 22.5 [y=16.31[ 0; [STD.AUTO.LOAD](OC 24.0011DF 1.25][NM 11 11 ELF @ 0.0 to -11 @ 11.3 L [y=13.31[1( ---==Bearings=== [X-Loc][React][Size] ____= Repetitive Factors Used: Yes 10 ELF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 ( 1.251( 1253][-58h](0.61] [20.581( 1253](0.671 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 08] 13 ELF @ 14.6 to 13 @ 21.2 (y=10.0][1001 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 081 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.01[ 0 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.0]( 08] 48 PLF @ 0.0 to 48 @ 1.2 (y=10.01[100; 0- 2 162 -277 0.00 0.23 0.23 27 4 SP 11 Dense 1 19.33 3.45 Plywd 20 PLF @ 14.6 to 20 @ 22.5 [y= 5,0][ 0%] -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.51[1( 2- 4 162 -252 0.00 0.23 0.23 28 4 SP11-Dense 1 52.18 3.00 Plywd 60 PLF @ 0.0 to 60 @ 11.3 [y=16.31(10081 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.01[ 01 4- 6 1105 -2050 0.00 0.31 0.31 27 4 SP-#l-Dense-1 67.83 3.00 Plywd 60 PLF @ 11.3 to 60 @ 22.5 [y=16.3][1008] Brg.# 1 Vert.R= 245.4 # Hor.R= -57.80 1-12 1705 -2049 0.00 0.31 0.31 27 4 SP-#1-Dense 1 67.83 -3.00 Plywd Brg.# 1 Vert.R= 1247.9 # Hor.R= 0.0# Brg.# 2 Vert.R= 52.1 # Hor.R= 0.09 12-14 161 -253 0.00 0.23 0.23 27 4 SP #1-Dense 1 52.18 -3.00 Plywd Brg.# 2 Vert.R= 1247.9 # Hor.R= -0.0# ------------------------------------__-_-_ 14-15 162 -278 0.00 0.23 0.23 28 4 SP'#1-_Dense 1 19,33 -3.45 Plywd � -__ _ _ _ _ _ _ _ _ _ _ _____ ____-_-_-_-_ [MWFRS ASCE Perp/L-+)[OC 24.0011DF 1.60][NM 1- 3 284 -159 0.02 0.17 0.19 2 4 SP #1 Dense 1 20.78 -0.67 Diaph [FBC pass #2][OC 24.001fDF 1.25](NM 1] Repetitive Factors Used: Yes 3- 5 5-10 2065 1678 -1648 -1284 0.26 0.16 0.42 6 4 0.13 0.21 0.34 SP #1 Dense 1 73.58 -0.00 Diaph Repetitive Factors Used: Yes -13 ELF @ 1.3 to -13 @ 14.6 [y=10.01[100; 2 4 SP-#1-Dense 1 81.33 -0.00 Diaph 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 08] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 01 9-13 2064 -1648 0.26 0.16 0.42 3 4 SP #1 Dense 1 73.58 -0.00 Diaph 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 081 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 01 13-16 2B5 -159 0.02 0.18 0.20 2 4 SP-01-Dense 1 20.78 0.67 Diaph 20 PLF @ 0.0 to 20 @ 22.5 [y= 5.01[ 08] -48 ELF @ 0.0 to -48 @ 11.3 L (y=13.3][1( 0- 1 39 -50 -_ = Plate Mier = _ PLATE MEMSER 0.50 -Vert- ----- 20 PLF @ 0.0 to 20 @ 22.5 [y= 5.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O; 15-16 39 -51 _ = Plate Member = _ PLATE MEMBER 0.50 -Vert- ----- Brg.# 1 Vert.R= 797.9 # Hor.R= 0.0# -13 ELF @ 14.6 to -13 @ 21.2 fy=10.01[1001 6- 8 1705 -1929 -=-=Fictious Merber=-=- SP #1 Dense 1 0.00 -Vert- ----- Brg.# 2 Vert.R= 797.9 # Hor.R= 0.00 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 01 7- 8 10-11 1928 1678 -1705 -1284 -_ =Fictious Member=- -_ =Fictious SP #1 Dense 1 0.00 -Vert- ----- ----------- ==== -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1001 Member=- SP-11-Dense-1 0.00 -Vert- ----- [Partial Unbal. Lt1[OC 24.00][DF 1.25][NM 1] -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5](1( 9-11 1648 -2064 - -Fictious Member=- SP_11_Dense_1 0.00 -Vert- ----- Repetitive Factors Used: Yes 10 PLF @ 21.3 to 10 @ 22.5 (y= 5.01[ 01 31 PLF @ 0.0 to 31 @ 11.3 fy=16.31( 081 Brg.# 1 Vert.R= -459.0 # Hor.R= 46.8# EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 08] Brg.# 2 Vert.R= -289.7 # Hor.R= -0.09 2- 3 459 -351 0.14 29 4 SP #3 13B 4.00 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.01( 081 3- 4 1699 -2099 0.93 6 4 SP13-13B 52.77 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.0][ 08] [M41FRS ASCE Perp/L--1[OC 24.001 [DF 1.60)[NM 4- 5 308 -168 0.09 30 4 SP-#3-13B 28.08 60 PLF @ 1.6 to 60 @ 11.3 [y=16.31[10081 Repetitive Factors Used: Yes 5- 8 344 -234 0.13 2 4 SP-93-13B 52.10 60 PLF @ 11.3 to 60 @ 22.5 [y=16.31[10081 13 PLF @ 1.3 to 13 @ 14.6 (y=10.0][1001 8-11 340 -235 0.13 2 4 SP-93-13B 52.10 Brg.# 1 Vert.R= 1148.2 # Hor.R= 0.09 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ O; 11-12 307 -168 0.09 29 4 SP #3 13B 28.08 Brg.# 2 Vert.R= 1252,6 # Hor.R= 0.00 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 01 12-13 1699 -2097 0.93 3 4 SP-03-13B 52.77 _ _ _ _ _ _ ___ _ _ _ _ _ ___ _____ ___________ -4B PLF @ 0.0 to -48 @ 11.3 L [y=13.3][1( 13-14 459 -350 0.14 30 4 SP_ #3_13B 4.00 [Partial Unbal. Rt)[OC 24.00][DF 1.251[NM 1] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 Reppetitive Factors Used: Yes 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[1001 Node X-Loc Y-Loc Plate Cq JSI Method deflY(L) def1Y(T) dxL dxT 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3]1 08] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 01 0 0.00 10.28 ---- ----- ---- ----- ---- ---- 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 08] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1001 1 0.00 10.24 2X4(Al) 0.80 0.34 0.00 L/999 0.01 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.01[ 08) -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.51[1( 2 1.55 10.73 1.5X4 0.80 0.38 N 0.00 L/999 0.00 L/999 0.00 0.00 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.011 08] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 01 3 1.73 10.15 3X5[3] 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 0.00 60 PLF @ 0.0 to 60 @ 1.6 [y=16.31[1008] Brg.# 1 Vert.R= -205.1 # Hor.R= 46.8# 4 5.77 11.78 3X4[4] 0.80 0.97 N 0.07 L/999 0.15 L/999 0.02 0.04 Brg.# 1 Vert.R= 670.4 # Hor.R= -0.0# Brg.# 2 Vert.R= -35.8 # Hor.R= 0.0# 5 7.86 10.15 3X4 0.80 0.41 N 0.08 L/999 0.17 L/999 0.01 0.02 Brg.# 2 Vert.R= 568.2 # Hor.R= 0.0# ------------------------------_=-_-=-_-=-_- 6 11.25 13.16 4X5 0.80 0.92 G 0.08 L/999 0.18 L/999 0.01 0.03 = 10 PLF @ 1.3 to 10@2 21.2 (y= 5.0]( 08) -48 PLF @ 21.3 to -48 @ 22.5 Iy=10.01[1008] -48 PLF @ 11.3 to -48 @ 22.5 R (q=10.5](1008] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 0%] -13 PLF @ 1.3 to -13 @ 14.6 [y=10.01[1008] Brg.# 1 Vert.R= 289.7 # Hor.R= -46.80 Brg.# 2 Vert.R= -459.0 # Hor.R= 0.0# (KWFRS ASCE Perp/R--][OC 24.00)[DF 1.60)(NM 1) Repetitive Factors Used: Yes -31 PLF @ 0.0 to -3Y11 .3 L [p=13.31[1008] 10 PLF @ 0.0 to 1011.3 [y=16.31[ 0%] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3)( 0%] 13 PLF @ 14.6 t0 13 @ 21.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.3]( 081 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.01( 081 -48 PLF @ 21.3 to -48 @ 22.5 [y=10.01[10081 -48 PLF @ 11.3 to -48 @ 22.5 R [y=10.5][1008] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.01[ 0%) 13 PLF @ 1.3 to 13 @ 14.6 (yY10.0)(1008) Brg.# 1 Vert.R= 35.8 # Horl 96.8# Brg.# 2 Vert.R= -205.1 # Hor.R= 0.01 (MWFRS ASCE Parl++)[OC 24.00](DF 1.60][NM 11 Tetitive Factors Used: Yes PLF @ 0.0 to -11 @ 11.3 L [y=13.31[1008] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3)[ 0%] 10 PLF @ 11.3 to 10 @ 22.5 [ =16.3][ 0%] -13 PLF @ 14.6 to -13 @ 21.2 y=10.0][1008] 10 PLF @ 0.0 to 101 1.2 [y= 5.0][ OB] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.01[ 0%] -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5111008] -13 PLF @ 1.3 to -13 @ 14.6 (y=10.01[1008) 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ OB] Brg.# 1 Vert.R= 19.5 # Hor.R= -0.0# Brg.# 2 Vert.R= -19.5 # Hor.R= 0.0# [MWFRS ASCE Parl+-](OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L (y=13.3](10081 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3]( OB] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3]( OB) 13 PLF @ 14.6 to 13 @ 21.2 (y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( OB] 10 PLF @ 1.3 to 10 @ 21.2 I99= 5.0)[ OB] -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.51[10081 13 PLF @ 1.3 to 13 @ 14.6 [y=10.01[1008] 10 PLF @ 21.3 to 10 @ 22.5 [ - 5.01[ 0%] Brg.# 1 Vert.R= 234.4 # Hor.R= 0.0# Brg.# 2 Vert.R= 234.4 # Hor.R= 0.0# [MWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 11 Reppetitive Factors Used: Yes -59 FLF @ 0.0 to -59 @ 11.3 L [y=13.3](10081 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 081 10 PLF @ 11.3 to 10 @ 22.5 [y 16.3][ OB] -13 PLF @ 14.6 to -13 @ 21.2 [y=10.01[1008] 10 PLF @ 0.0 to 101 1.2 [y= 5.011 OB) 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.01( OB) -59 PLF @ 11.3 to -59 @ 22.5 R [y=10.5][1008] -13 PLF @ 1.3 to -13 @ 14.6 ,[y=10.01[10081 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ OB] Brg.# 1 Vert.R= -557.5 # Hor.R= -0.0# Brg.# 2 Vert.R= -557.5 # Hor.R= 0.0# IMWFRS ASCE Parl--](OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L [y=13.3][10081 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 0%] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 081 10 PLF @ 1.3 to 10@2 21.2 [y9= 5.0][ 08] -59 PLF @ 11.3 to -59 @ 22.5 R (y=10.51[10081 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][1008] 10 PLF @ 21.3 to 10 @ 22.5 (yY5.0][ OB] Brg.# 1 Vert.R= 303.5 # Hor.r.0.0# Brg.# 2 Vert.R= -303.5 # Hor.R= 0.0# -�4WFRS ASCE PrpD/L++](OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0111008] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3 ( 08] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31( 0%] -11 PLF @ 0.0 to -11 @ 11.3 L [g=13.3][10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] -13 PLF @ 14.6 to -13 @ 21.2 [y=10.01[1008] 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008) -31 PLF @ 11.3 to -31 @ 22.5 R [p=10.5][1008] 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.0][ OB] Brg.# 1 Vert.R= 335.9 # Hor.R= -57.8# Brg.# 2 Vert.R= 142.6 # Hor.R= 0.01 [MWFRS ASCE PrpD/L+-][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 0%] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3]1 0%) -11 PLF @ 0.0 to -11 @ 11.3 L [yy=13.3)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ OB] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][10081 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ 081 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] -31 PLF @ 11.3 to -31 @ 22.5 R (y=10.5][1008] 20 PLF @ 21.3 to 20 @ 22.5 (y= 5.01( 0%] Brg.# 1 Vert.R= 589.8 # Hor.R= -57.89 Brg.# 2 Vert.R= 396.5 # Hor.R= 0.0# [MWFRS ASCE PrpD/L--][OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 14.6 (y=10.01110081 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 0%] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 081 -48 PLF @ 0.0 to -48 @ 11.3 L [y=13.3][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10081 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0][ OB] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[10081 -31 PLF @ 11.3 to -31 @ 22.5 R [pp=10.5](1008) 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.0][ OB] Brg.# 1 Vert.R= 139.3 # Hor.R= 46.89 Brg.# 2 Vert.R= 308.6 # Hor.R= 0.0# ---------------- (MWFRS ASCE PrpD/R++)(OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [y=13.3][1008) 31 PLF @ 0.0 to 31 @ 11.3 (y=16.31[ OB] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 0%] -13 PLF @ 14.6 to -13@ 21.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ OB) 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ OB] 48 PLF @ 21.3 to 48 @ 22.5 [9=10.01[10081 -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5][1008] 20 PLF @ 21.3 to 20 @ 22.5 (y- 5.01( 08) -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][1008] Brg.# 1 Vert.R= 142.6 # Hor.R= 57.8# Brg.# 2 Vert.R= 335.9 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L (y=13.31[10081 31 PLF @ 0.0 to 31 @ 11.3 (y=16.31[ OB] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31( OBI 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0][ 0%] 48 PLF @ 21.3 to 48 @ 22.5 [y9=10.0][1008) -11 PLF @ 11.3 to -11 @ 22.5 R (y=10.5][1008] 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.01[ OB] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0]11008] Brg.# 1 Vert.R= 396.5 # Hor.R= 57.8# Brg.# 2 Vert.R= - 589.8 # Hor.R=- - -0_00 - - - [MWFRS ASCE PrpD/R--]IOC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [y=13.3][1008] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ OBI 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ OB] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.C][ 081 -48 PLF @ 21.3 to -48 @ 22.5 (y=10.0](10081 -48 PLF @ 11.3 to -48 @ 22.5 R [y=10.5][1008] 20 PLF @ 21.3 to 20 @ 22.5 (y= 5.0]1 08] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][1008) Brg.# 1 Vert.R= 308.6 # Hor.R= -46.8# Brg.# 2 Vert.R= 139.3 # Hor.R= -0.0# [MWFRS ASCE Pr1D+-IIOC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L Ip=13.3][1008) 31 PLF @ 0.0 to 31 @ 11.3 (y=16.311 0%] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[1008)) 20 PLF @ 0.0 to 20 @ 1.2 [y=0$] 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0)[ OB] -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5][1008] 13 PLF @ 1.3 to 13 @ 14.6 (y=10.0](1008) 20 PLF @ 21.3 to 20 @ 22.5 (y= 5.0]( 08) Brg.# 1 Vert.R= 578.8 # Hor.R= -0.0# Brg.# 2 Vert.R= 578.8 # Hor.R= -0.0# [MWFRS ASCE PrDl--][OC 24.00](DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L [y=13.3][1008) 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 0%] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ OB] 20 PLF @ 1.3 to 20 @ 21.2 (y= 5.0]( OB) -59 PLF @ 11.3 to -59 @ 22.5 R [p=10.51[1008] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][1008) 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.0]( OB) Brg.# 1 V?rt.R= 40.9 # Hor.R= -0.0# Brg.# 2 Vert.R= 40.9 # Hor.R= 0.0# (C6C ASCE Wind Lt -+][OC 24.0011DF 1.60)[NM 11 Reppetitive Factors Used: Yes -23 PLF @ 0.0 to -23 @ 1.2 (y=10.01(10081 10 PLF @ 0.0 to 10 @ 3.0 (y=16.3]( OB) -141 PLF @ 11.3 to -141 @ 14.2 R [y=12.5][1008) 10 PLF @ 3.0 to . 10 @ 11.2 [y=16.31[ OB] -13 PLF @ 1.2 to -13 @ 14.6 [y=10.0][10081 10 PLF @ 11.3 to 10 @ 14.3 [y=16.31[ 0%] -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.3](1008] 10 PLF @ 14.3 to 10 @ 22.5 [ --16.31[ 0%) -13 PLF @ 14.6 to -13 @ 21.2 (y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 ly- 5.011 OB] 13 PLF @ 21.2 to 13 @ 22.5 [y=10.0][1008] -85 PLF @ 14.2 to -85 @ 22.5 R [y=10.5][1008] 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.0]( OB] 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0][ OB] -141 PLF @ 0.0 to -141 @ 3.0 L [y=11.2][1008] [CdC ASCE Wind Rt -+][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 8.3 [y=16.3][ OBJ -85 PLF @ 11.3 to -85 @ 19.5 R [p=11.23(1008] 10 PLF @ 8.3 to 10 @ 11.2 [y=16.3][ 8] -13 PLF @ 1.2 to -13 @ 14.6 [y=10.0][1008] 10 PLF @ 11.3 to 10 @ 19.5 (y=16.3)[ 0%] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3)[1008] 10 PLF @ 19.5 to 10 @ 22.5 [y-16.3][ 08] -13 PLF @ 14.6 to -13 @ 21.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ OB) -23 PLF @ 21.2 to -23 @ 22.5 [y=10.0)[1008] -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.5][1008] 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.01( 0%] 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0]( 0%] -85 PLF @ 0.0 to -85 @ 8.3 L [y=12.5](1008] [C6C ASCE Wind Lt --](DC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 3.0[y=16.31[ 0%] -141 PLF @ 11.3 to -141 @ 14.2 R (y=12.51[1008] 10 PLF @ 3.0 to 10 @ 11.2 [y=16.3][ OB] 13 PLF @ 1.2 to 13 @ 14.6[y=10.0](10081 10 PLF @ 11.3 to 10 @ 14.3 (y=16.31[ 081 -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.3][1008] 10 PLF @ 14.3 to 10 @ 22.5 [y=16.31[ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y- 5.0][ OBJ -13 PLF @ 21.2 to -13 @ 22.5 (y=10.0]110081 -85 PLF @ 14.2 to -85 @ 22.5R [y-10.5][1008] 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.0]( 081 10 PLF @ 21.2 to 10 @ 22.5[y= 5.0]( 0%] -141 PLF @ 0.0 to -141 @ 3.0 L [y=11.2][1008] JC&C ASCE Wind Rt --][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=16.3]1 0%] -85 PLF @ 11.3 to -85 @ 19.5 R (y=11.2)[1008] 10 PLF @ 8.3 to 10 @ 11.2 (y=16.31( 0%] 13 PLF @ 1.2 to 13 @ 14.6 [y=10.0][1008] 10 PLF @ 11.3 to 10 @ 19.5 fy-16.31[ OB] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3][1008] 10 PLF @ 19.5 to 10 @ 22.5 [y=16.31[ 0%) 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) -48 PLF @ 21.2 to -48 @ 22.5 [q=10.01(10081 -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.5][1008] 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.0][ OB] 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0]1 0%] -85 PLF @ 0.0 to -85 @ 8.3 L (y=12.5)[1008] [CdC ASCE Wind Lt-+D](OC 24.03][DF 1.60](NM Repetitive Factors Used: Yes -23 PLF @ 0.0 to -23 @ 1.2 (y=10.0](1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=16.31[ 081 -141 PLF @ 11.3 to -141 @ 14.2 R (y=12.51[1008] 31 PLF @ 3.0 to 31 @ 11.2 (y=16.31[ 081 -13 PLF @ 1.2 to -13 @ 14.6 [y=10.0)(1008] 31 PLF @ 11.3 to 31 @ 14.3 [y=16.31[ OB) -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.3](1008] 31 PLF @ 14.3 to 31 @ 22.5 [y=16.31[ OB] -13 PLF @ 14.6 to -13 @ 21.2 Iy=10.01[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.311 0%] 13 PLF @ 21.2 to 13 @ 22.5 (y=10.0](1008] -85 PLF @ 14.2 to -85 @ 22.5 R [y=10.5](1008] 20 PLF @ 1.2 to 20 @ 21.2 [y= 5.01[ OB] 20 PLF @ 21.2 to 20 @ 22.5 [y= 5.0][ 08] _141-PLF-@- 0.0 to -_141 @ -3_0 L -[y=11_2][1008] [C6C ASCE Wind Rt-+D][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 (y=10.01[10081 31 PLF @ 0.0 to 31 @ 8.3 [y=16.31[ OB] -85 PLF @ 11.3 to -85 @ 19.5 R [y=11.2](1008] 31 PLF @ 8.3 to 31 @ 11.2 [y=16.31[ OB] -13 PLF @ 1.2 to -13 @ 14.6 [y=10.01110081 31 PLF @ 11.3 to 31 @ 19.5 [y=16.31[ OB] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3](1008] 31 PLF @ 19.5 to 31 @ 22.5 (=16.31[ 0%] -13 PLF @ 14.6 to -13 @ 21.2 �y=10.01[1008] 20 PLF @ 0.0 to 20 @ 1.2 ( = 5.0]( 0%] -23 PLF @ 21.2 to -23 @ 22.5 �y=10.01[10081 -141 PLF @ 19.5 to -141 @ 22.5 R (y=10.51[1008] 20 PLF @ 1.2 to 20 @ 21.2 (y= 5.01( OB] 20 PLF @ 21.2 to 20 @ 22.5 [y= 5.01[ 081 _85 PLF @ 0_0 -to --85-@- 8.3 L [y=12.5][1008] [C6C ASCE Wind Lt--D][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=16.31[ OB) -141 PLF @ 11.3 to -141 @ 14.2 R [y=12.5](1008) 31 PLF @ 3.0 to 31 @ 11.2 [y=16.31[ OB] 13 PLF @ 1.2 to 13 @ 14.6 [y=10.0116.3[[1008] 31 PLF @ 11.3 to 31 @ 14.3 [y=[ 0%] -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.3][10081 31 PLF @ 14.3 to 31 @ 22.5 (y=16.31( 081 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[10031 20 PLF @ 0.0 to 20 @ 1.2 [ = 5.01[ 081 -13 PLF @ 21.2 to -13 @ 22.5 y=10.0][10081 -85 PLF @ 14.2 to -85 @ 22.5 R (y=10.511100%] 20 PLF @ 1.2 to 20 @ 21.2 [y= 5.0]( 8) 20 PLF @ 21.2 to 20 @ 22.5 (y= 5.0]( 0%] -141 PLF @ 0.0 to -141 @ 3.0 L (y=11.2111008] (C6C ASCE Wind Rt--D][OC 24.00][DF 1 60](NM 1] Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0](1008] 31 PLF @ 0.0 to 31 @ 8.3 (y=16.31[ OB] -85 PLF @ 11.3 to -85 @ 19.5 R [y=11.21[10081 31 PLF @ 8.3 to 31 @ 11.2 [y=16.3][ 081 13 PLF @ 1.2 to 13 @ 14.6 [y=10.01[10081 31 PLF @ 11.3 to 31 @ 19.5 [y=16.31[ 081 -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3)(1008] 31 PLF @ 19.5 to 31 @ 22.5 [y=16.3][ 08] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] -48 PLF @ 21.2 to -98 @ 22.5 [y=10.0][1008] -141 PLF @ 19.5 to -141 @ 22.5 9 (y=10.51[10081 20 PLF @ 1.2 to 20 @ 21.2 [y= 5.0][ 08] 20 PLF @ 21.2 to 20 @ 22.5 [y- 5.0][ 08] -85 PLF @ 0.0 to -85 @ 8.3 L [y=12.5][1008] )D:(lD3LD) / HL Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP—#3-13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible wall coverings. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE j 4] W3X4 2.25 R 1.25 [ 8] W3X5(R) S 3.00 1015"8 6.18- 111,5X4 ^8—..r 1111.5X4 PLT. TYP.-WAVE FLQR MA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 MM PARK CCNTRAL BLVD. POMPANO BEACH, FL 33064 H=yZ41; U=3U8r7 RL=204/-83# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RESrTPI-2007 Rder Wand QTY= 1 TOTAL= 1 WIN01 )DING THE INSTALLERS. 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F« mare inf« ion see thisjob's gene.l odes Page W these eeb sftn ITWBCG: wv NWbeg.mrn; TPCe tpind.org;WTCA: xww.abdrAWq.—;ICC :—ural..«= R=508# U=214# W=3" (Rigid Surface) SEQ = 369043 REV. 10.03.12.0410.00 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0rr TYPE COMN [ALPINE](FBC201ORes/TPI-2007][A2][15325/I] [TCLL 30.0][TCDL 15.OIIBCDL 10.0][BCLL 0.01[DF 1.25)[OC 24.011NM 1](SOFFIT 2.01 =====Bearings=== [X-Loc][React)[Size] ===== [ 1.251[ 724][ 489h][O.67I [10.151[ 508][0.251 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 2 189 -426 0.00 0.42 0.42 26 4 SP 92 N 13B 2- 4 185 -401 0.00 0.43 0.43 25 4 SP -02-4-13B 4- 5 117 -173 0.00 0.41 0.41 3 4 SP #2 N 13B 1- 3 428 -194 0.10 0.63 0.72 2 4 SP -#2 -N -13B 3- 8 621 -816 0.07 0.81 0.88 2 4 SP #2-N 13B 6- 7 200 -128 0.05 0.35 0.40 30 4 SP13-13B 0- 1 48 -163 -_-= Plate Member =-_- PLATE -MEMBER 5- 6 128 -200 - =Fictious Member=- SP #3 13B 7- 8 128 -200 - =Fictious Member=-=- SP13-13B EndPts MaxTen MaxComp AXL GLC S Grade Length 2- 3 652 -405 0.19 26 4 SP #3 13B 4.00 3- 4 804 -411 0.29 1 4 SP -13-13B 69.08 4- 8 863 -675 0.26 25 4 SP -#3-13B 45.93 (STD.AUTO.LOADI[OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 11.0 [y=16.11[ 08] 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.01[ Oil Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.011 Oil 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 11.0 [y=16.11[100%1 67.93 3.00 Plywd Brg.# 1 Vert.R= 723.9 # Hor.R= -0.0# 48.99 3.00 Plywd Brq.# 2 Vert.R= 498.5 # Hor.R= -0.00 20.78 -0.67 Diaph_________________________ 111.25 -0.00 Diaph [FBC pass #2110C 24.00)[DF 1.25][NM 11 31.81 -Bending Web- Repetitive Factors Used: Yes 0.50 -Vert- ----- 31 PLF @ 0.0 to 31 @ 11.0 [y=16.11[ 08] 0.00 -Vert- ----- 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.011 0%) 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 031 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][10081 Brace Brg.# 1 Vert.R= 462.9 # Hor.R= -0.01 Brg.# 2 Vert.R= 319.5 # Hor.R= -0.00 [Partial Unbal Lt][OC 24 001(DF 1.25][NM 1] Reppetitive Factors Used: Yes def1Y(T) dxL dxT 31 PLF @ 0.0 to 31 @ 11.0 (y=16.11[ Oil ---- ----- ---- ---- 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.01( 081 0.01 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0'[ 08] 0.00 L/999 0.00 0.01 60 PLF @ 1.6 to 60 @ 11.0 [y=16.11[1008) 0.00 L/999 0.00 0.00 Brq.# 1 Vert.R= 619.3 # Hor.R= -0.0# 0.03 L/999 0.00 0.01 Brg.# 2 Vert.R= 508.1 # Hor.R= -0.0# 0.00 L/999 0.00 0.00 - [Partial Unbal. Rt)[OC 24.00][DF 1.251[NM 1] 0.00 L/999 0.01 0.01 Repetitive Factors Used: Yes ---- ----- ---- ---- 31 PLF @ 0.0 to 31@ 11.0 [y=16.1][ 08] 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.01( 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 60 PLF @ 0.0 to 60 @ 1.6 (y=16.1)[100%] Brg.# 1 Vert.R= 434.8 # Hor.R= -0.00 Brg.# 2 Vert.R= 220.4 # Hor.R= -0.01 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) 0 0.00 10.28 ---- ----- 1 0.00 10.24 2X4(Al) 0.80 0.27 0.01 L/999 2 1.55 10.73 1.5X4 0.80 0.48 N 0.00 L/999 3 1.73 10.15 3X4 0.80 0.99 N 0.00 L/999 4 7.04 12.10 3X4[41 0.80 0.99 N 0.01 L/999 5 11.00 13.09 1.5X4 0.80 0.62 N 0.00 L/999 6 11.00 13.09 ---- ----- 7 11.00 10.15 3X5(8)[81 .80 1.00 N 0.00 L/999 8 11.00 10.15 ---- ----- [MWFRS ASCE Perp/L++][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1][ 08] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0](1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 09] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](1008] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ Oil -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008] Brg.# 1 Vert.R= 56.5 # Hor.R= -51.3# Brg.# 2 Vert.R= -15.3 # Hor.R= -0.0# [MWFRS ASCE Perp/L+-]IOC 24.0011DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 (y=16.1][ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9]11008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%] 48 PLF @ 0.0 to 48 @ 1.2 jy=10.0][1008] 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 08] -11 PLF @ 0.0 to 11 @ 10.5 L [y=13.1][100$] Brg.# 1 Vert.R= 186.7 # Hor.R= -51.39 Brg.# 2 Vert.R= 102.1 # Hor.R= -0.09 [MWFRS ASCE Perp/L-+)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1]( 0%] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[10081 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0;1 08] -48 PLF @ 0.0 to -48 @ 10.5 L [y=13.1][1008] Brg.# 1 Vert.R= -303.2 # Hor.R= 46.2# Brg.# 2 Vert.R= -165.4 # Hor.R= 0.0# [MWFRS ASCE Perp/L--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 1y=16.1][ 08l 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][100%] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.91[1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( O; 48 PLF @ 0.0 to -48 @ 1.2 (y=10.01[100; 10 PLF @ 1.3 to 10 @ 11.0 ly- 5.01[ Oi -48 PLF @ 0.0 to -48 @ 10.5 L [y=13.1][1( Brg.# 1 Vert.R- -173.0 # Hor.R= 46.2# Brg.# 2 Vert.R= -48.0 # Hor.R= -0.0# [MWFRS ASCE Perp/R++][OC 24.00][DF 1 60](NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 (y=16.11[ 05 -31 PLF @ 0.0 to -31 @ 10.5 L (y=13.1][1( -46 PLF @ 11.0 to -46 @ 11.0 L (y=12.91[1( 10 PLF @ 0.0 to 10 @ 1.2 jy- 5.011 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]1 Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10 01[100`: Brg.# 1 Vert.R= -103.1 # Hor.R= 204.4# Brg.# 2 Vert.R= -131.0 # Hor.R= -0.09 [MWFRS ASCE Perp/R+-](OC 24.00][DF 1.60](NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ 0; -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.11[1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.91[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01( 01 13 PLF @ 1.3 to 13 @ 11.0 [y=:0.0](1001 Brg.# 1 Vert.R= 27.1 # Hor.R= 204.44 Brg.# 2 Vert.R= - _13_6 # Hor.R= - _0_0# - (MWFRS ASCE Perp/R-+I[OC 24.00](DF 1.60)[NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 (y=16.11[ O; -31 PLF @ 0.0 to -31 @ 10.5 L (y=13.11[1( -46 PLF @ 11.0 to -46 @ 11.0 L (y=12.9][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ Oi 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100: Brq.# 1 Vert.R= -103.1 # Hor.R= 204.49 Brg.# 2 Vert.R= -131.0 # Hor.R= -0.0# [MWFRS ASCE Perp/R--)[OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.111 01 -31 PLF @ 0.0 to 31 @ 10.5 L (y=13.1][1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.91[1( 10 PLS @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0]11001 Brg.# 1 Vert.R= 27.1 # Hor.R= 204.40 Brg.# 2 Vert.R= -13.6 # Hor.R= -0.00 [MWFRS ASCE Parl++][0C 24.00][DF 1 60)(NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1)[ 01 -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.11[1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.311 O; -13 PLF @ 1.3 to -13 @ 11.0 [y=10.J1(1001 Brg.# 1 Vert.R= -15.6 # Hor.R= -83.10 Brq.# 2 Vert.R= -3.1 # Hor.R= -0.09 (MWFRS ASCE Parl+-][OC 24 001[DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11( 01 -11 PLF @ 0.0 to -11 @ 10.5 L (y=13.1][1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100; Brq.# 1 Vert.R= 114.6 0 Hor.R= -83.10 Brg.# 2 Vert.R= 114.3 # Hor.R= 0.09 (MWFRS ASCE Parl-+][OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ Oi -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.11[1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.011001 Brg.# 1 Vert.R= -305.5 0 Hor.R= 42. # Brg.# 2 Vert.R= -214.4 # Hor.R= -0.0# [MWFRS ASCE Parl--][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [yy=16.1][ 08] -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1][1008] 42 PLF @ 11.0 to 42 @ 11.0 L (y=12.9][1008] 10 PLF @ 0.0 to 10 @1.2 [y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] 13 PLF @ 1.3 to 13@ 11.0 (y=10.0][1008] Brg.# 1 Vert.R= -175.3 # Hor.R= 92.2# Brg.# 2 Vert.R= -97.0 If Hor.R= 0.0# [MWFRS ASCE PrpD/L++)[OC 24.00][DF 1.60](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)[1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0)[ 08] -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008] Brg.# 1 Vert.R= 256.0 # Hor.R= -51.3# 5rg.# 2 Vert.R= 110.8 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.1][ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 fy= 5.01[ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 20 PLF @ 1.3 to 20 @ 11.0 (yy= 5.0)( 08) -11 PLF @ 0.0 to -11 @ 10.5 L (y=133.1][1008] Brg.# 1 Vert.R= 386.2 If Hor.R= -51.3# Brg.# 2 Vert.R= 228.2 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20@ 1.2 [p= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 1.2 ty=10.0](1008] 20 PLF @ 1.3 to 20 @ 11.0 [yy= 5.0]( 08] -48 PLF @ 0.0 to -48 @ 10.5 L [y=13.1][1008] Brg.# 1 Vert.R= 26.5 # Hor.R= 46.2# Brg.# 2 Vert.R= 78.1 If Hor.R= -0.00 [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] -31 PLF @ 0.0 to -31 @ 10.5 L fy=13.1][1008 -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9][1008 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 20 PLF @ 1.3 to 20@ 11.0 [y= 5.0][ 08) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] Brg.# 1 Vert.R- 226.5 # Ho r. R= 204.41 Brg.# 2 Vert.R= 112.5 # Hor.R= -0.0# ------------- [MWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [9=16.1][ 08) -31 PLF @ 0.0 to -31 @ 10.5 Y [y=13.1][1008] -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0)( 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008) Brg.# 1 Vert.R= 226.5 # Hor.y= 204.40 Brg.# 2 Vert.R= 112.5 # Hor.R= -0.0# ------------- (MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60)(NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008] 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9](1008) 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 08) 20 PLF @ 1.3 to 20@ 11.0 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01110081 4Srg.# 1 Vert.R= 314.0 # Hor.R= -83.1# Brg.# 2 Vert.R= - 240.4 # Hor.R=- - -0.0# - - - [MWFRS ASCE PrDl--][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 (y=16.11[ 08) -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1][1008] 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9)(1008) 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0]( 08] 13 PLF @ 1.3 to 13 @ 11.0 [yy-10.0]11008] Brg.# 1 Vert.R= 24.2 # Hor.R= 42.24 Brg.# 2 Vert.R= 29.1 # Hor.R= -0.0# (C6C ASCE Wind Lt -+][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [y=13.1](1008) 10 PLF @ 0.0 to 10 @ 3.0 (p=16.1)( 08) -13 PLF @ 1.2 to -13 @ 11.0 fy=10.0][1008] 10 PLF @ 3.0 to 10 @ 10.5 (y=16.11[ 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008) -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0](1008] (C6C ASCE Wind Rt -+][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L (y=13.1](1008) 10 PLF @ 0.0 to 10 @ 7.5 [y=16.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 7.5 to 10 @ 10.5 [y=16.11[ 08) -71 PLF @ 11.0 to -71 @ 11.0 L (y=12.9][10081 -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3](1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.011 08] 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.011 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] [C6C ASCE Wind Lt --)[OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [y-13.1][1008] 10 PLF @ 0.0 to 10 @ 3.0 (y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0](1008] 10 PLF @ 3.0 to 10 @ 10.5 [y=16.11[ 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2)[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 11.0 [q= 5.01[ 08] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0)[1008] [C6C ASCE Wind Rt --][OC 29 00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.11[1008] 10 PLF @ 0.0 to 10 @7.5 fy=16.1][ 08) 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0][1008] 10 PLF @ 7.5 to 10 @ 10.5 [y=16.1][ 08] -71 PLF @ 11.0 to -71 @ 11.0 Y [y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3)[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0)[ 08) -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01[10081 [C6C ASCE Wind Rt-+D][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1][1008] 31 PLF @ 0.0 to 31 @ 7.5 1p=16.1][ 08) -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 31 PLF @ 7.5 to 31 @ 10.5 (y=16.11[ 08] -71 PLF @ 11.0 to -71 @ 11.0 L [y=12.9][1008] -99 PLF @ 0,0 to -99 @ 7.5 L [y=12.3][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08) 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[10081 [C6C ASCE Wind Lt--D](OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes -93 PLF @ 3.0 to -99 @ 10.5 L [y=13.1][1008] 31 PLF @ 0.0 to 31 @ 3.0 (y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0)[1008] 31 PLF @ 3.0 to 31 @ 10.5 [y=16.11[ 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01( 08] 20 PLF @ 1,2 to 20 @ 11.0 (= 5.0][0%) -65 PLF @ 0.0 to -65 @ 1.2 y=10.0)[1008] [C6C ASCE Wind Rt--D](0C 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1)[1008] 31 PLF @ 0.0 to 31 @7.5 [y=16.1)( 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0](1008) 31 PLF @ 7.5 to 31 @ 10.5 [y=16.11[ 08] -71 PLF @ 11.0 to -71 @ 11.0 L [y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 20 PLF @ 1.2 to 20 @ 11.0 (j= 5.0][ 08) -13 PLF @ 0.0 to -13 @ 1.2 y=10.9)[1008] JOD:1 1 025) / AJ Top chord 2x4 SP #2 N 13B Bol chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. =2X4(A1) t2 N PLT TYP.-WAVE 9'5" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X4 1.00 L 1.25 IM4X5(R) Ifl4X5 •a, FLORMA QUALITY TRUSS TEL: (9.54) 97.5-3384 PAX: (954) 978-8980 MM PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 R=724# U=295# RL=138# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RES/TPI.2007 FT/RT-20%(0%y 1(0) QTY= 1 TOTAL= 1 WINGI IDINO THE INSTALLERS. Trusses reake u4eme care In fabdcadrp, herdlrp, shippirp, n oaling and barna. Rater to and folow am latest edition of SCSI (BrYdap Cor pone t safety Information, by TPI and wrCA) for safety pradlces poor to pedomriq Orr hrebor. InYaBen "I praAde tarpasry bratlry pat SCSI. Unless Wed om—Asa, lop chord ahae Ime properly adm,d aaroesal h W V and!boom chord shat have a property aaaphed rpld ,&V. Location shoen b psnrvrN lateral resonant of v ebs WW hate taaaip installed per BCS! aeaions 83, 87 a 010. as applicable. Apply plsW r each face of toes and paaLm as sWm ab— and mor Joint Deaala. u Im rated oti, ro Rarer b dr—W 1 SOA -Z for standard plate peaibr. ITW B ildwV Components Gnatp Inc shall not be responsible for any d—tin Iron Osis drewirg, my lain b bold one irWs M ntadmrnp wM ANSVrPI 1, or fa meq, sNm)i B. iotapdion 6 bracing of uusaaa. A art m We drawVp or cow papa feting IN. drrMrp. Mrtr aarpta— of prof rseimal englnrMp mp..bRy ad* to the daelpn ehmon. The eulabiry and car o(M draykp for any struWn N 0r rrp—W of Br Bul0lrp Dealgnar par ANSVfPI 1 Sr.2. For mea i formappn see ltd, job's general nates page and these web e4es: ,,,S : _awbog.00m; TPI: www.tpiat.org; wrCA:—ab-4uatry.com', ICC: wJocsafe.org R=506# U=252# W=3" (Rigid Surface) REV. 10.03.12.0410.00 SEQ = 369052 SCALE =0.7500 TC LL TC DL BC DL BC LLO.Opsf TOT.LD. 30.Opsf 15.Opsf 10.0psf 55.Opsf REF DATE 10-15-2015 DRWG O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN (ALPINE)[FBC201ORes/TPI-20071[A3][15325/I1 [TCLL 30.0](TCDL 15.0][BCDL 10.0][BCLL 0.0][DF 1.25)[OC 24.0][NM 1](SOFFIT 2.01 =====Bearings=== (X -Loc] (React] (Size] ===== ( 1.25][ 724]( 276h][0.611 [10.75][ 506][0.251 EndPts MaxTen MaxCcxp 0- 2 133 -363 2- 4 141 -371 4- 5 33 -156 7- 9 92 -78 1- 3 357 -123 3- 8 820 -1017 8-12 78 -92 10-11 290 -267 0- 1 110 -108 5- 6 33 -55 6- 7 92 -78 9-10 267 -290 11-12 267 -290 EndPts MaxTen MaxComp 2- 3 352 -126 3- 4 855 -767 4- 8 959 -769 6- 8 269 -20 Node X -Loc Y -Loc 0 O.OG 10.28 1 0.30 10.24 2 1.55 10.73 3 1.73 10.15 4 4.55 11.48 5 9.42 12.70 6 9.42 12.70 7 9.42 12.70 8 9.42 10.15 9 11.00 12.70 10 11.00 12.70 11 11.00 10.15 12 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.15 0.15 30 4 SP 12 N 13B 0.00 0.62 0.62 26 4 SP12-N-13B 0.00 0.85 0.85 4 4 SP #2 N 13B 0.00 0.42 0.42 4 4 SP-#2ii13B 0.05 0.67 0.72 2 4 SP #2 N 13B 0.21 0.68 0.89 4 4 SP12-N-13B 0.02 0.66 0.68 4 4 SP #2 N 13B 0.09 0.45 0.53 26 4 SP -#3-13B _ = Plate Member =-_- PLATE -MEMBER _ =Fictions Member=- SP 02 N 13B =Fictions Member=- SP -12 -N -13B =-=Fictions Member=- SP -03-11B =-=Fictiocs Member=- SP #3 13B [STD.AUTO.LOAD](OC 24.00][DF 1.25](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 01] 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81[ 01] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0][ 01] 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 9.4 [y=15.8][1008] 37.15 3.00 Plywd 60 PLF @ 9.4 to 60 @ 11.0 [y=15.8][1008] 60.19 3.01 Plywd Brg.# 1 Vert.R- 723.9 # Hor.R= 0.0# 19.00 0.02 Plywd Brg.# 2 Vert.R= 496.3 # Hor.R= -0.0# 20.78 -0.67 Diaph=-_____-_=_-=______________ 92.25 -0.00 Diaph [FBC pass #21[OC 24.00][DF 1.25][NM 1] 19.00 -0.00 Diaph Repetitive Factors Used: Yes 27.17 -Bending Web- 31 PLF @ 0.0 to 31@ 9.4 (y=15.8][ 01] 0.50 -Vert- ----- 31 PLF @ 9.4 to 31 @ 11.0 1y=15.8]( 01] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]( 011 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0)(1CC1] 0.00 -Vert- ----- Brg.# 1 Vert.R= 462.8 # Hor.R= -0.01 0.00 -Vert- ----- Brg.# 2 Vert.R= 317.3 # Hor.R= -0.0# AXL GLC S Grade Length Brace 0.10 27 4 SP 03 13B 4.00 0.25 27 4 SP -#3-13B 39.56 C.42 4 4 SP -#3-13B 59.31 0.08 31 4 SP13-13B 27.17 Plate Cq JSI Method deflY(L) def1Y(T) dxL 2X4(Al) 0.80 0.17 0.03 L/694 0.04 L/541 0.00 1.5x4 0.80 0.26 N 0.00 L/707 0.00 L/551 0.01 3X4 0.80 0.77 N 0.00 L/999 0.00 L/999 0.00 3X4[4) 0.80 0.94 N 0.07 L/999 0.17 L/641 0.03 4X5(R) 0.80 1.00 N 0.16 L/706 0.37 L/300 0.05 3X4 0.80 0.77 N 0.16 L/706 0.37 L/300 0.01 4X5 0.80 0.97 N 0.00 L/999 0.00 L/999 0.05 4X5 0.80 0.98 N 0.00 L/999 0.00 L/999 0.01 ---- ----- ---- ----- ---- [Partial Unbal. Lt][OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 01] 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81( 01) 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 01] 60 PLF @ 0.0 to 60 @ 1.3 Iy=15.8][1008] dxT 60 PLF @ 9.7 to 60 @ 11.0 [y=15.8][100$] ---- Brg.# 1 Vert.R= 421.6 # Hor.R= -0.0# 0.00 Brg.# 2 Vert.R= 291.0 # Hor.R= -0.0# 0.03 ___ ___ _ ___ _ ___ _ _ _ ________________ 0.00 (Partial Unbal. Ltl][OC 24.00)[DF 1.25][NM 1] 0.08 Repetitive Factors Used: Yes 0.13 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 01] ---- 31 PLF @ 9.4 to 31 @ 11.0 [y=15.8][ 01) 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.011 01) 0.01 60 PLF @ 1.6 to 60 @ 9.4 [y=15.81[1008] 0.12 60 PLF @ 9.4 to 60 @ 11.0 [y=15.81(1008] ---- Brg.# 1 Vert.R= 619.3 # Hor.R= -0.0# 0.01 Brg.# 2 Vert.R= 505.9 # Hor.R= -0.04 [Partial Unbal Rt][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 01] 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81[ 011 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.011 01) 60 PLF @ 0.0 to 60 @ 1.6 (y=15.8][1008] Brg.# 1 VeIt.R= 436.9 # Hor.R= -0.00 Brg.# 2 Vert.R= 218.2 # Hor.R= 0.00 [MWFRS ASCE Perp/L++][OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 01] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 01] -11 PLF @ 9.4 to 11 @ 11.0 [y=12.81[1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 01) -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[10011 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][1001] Brg.# 1 Vert.R= 68.3 # Hor.R= 25.3# Brg.# 2 Vert.R= -27.6 # Hor.R= -0.0# [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 (y=10.0](1001] 10 PLF @ 0.0 to 10 @ 9.4 (y=15.81[ 01) 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ 01) -11 PLF @ 9.4 to 11 @ 11.0 [y=12.8)[1001] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10011 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]( 01] -11 PLF @ 0.0 to -11 @ 9.4 L (y=12.8](1001] Brg.# I Vert.R= 198.5 # Hor.R= 25.3# Brg.# 2 Vert.R= 89.8 # Hor.R= 0.09 (MWFRS ASCE Perp/L-+][OC 24.00][DF 1.60]INM 11 Repetitive Factors Used: Yes -p8 PLF @ 0.0 to -48 @ 1.2 [y=10.01[10011 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8][ 0; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 0; -52 PLF @ 9.4 to -52 @ 11.0 [y=12.8][100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0; -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0][100; 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ O; -48 PLF @ 0.0 to -48 @ 9.4 L (y=12.81[1( Brg.# 1 Vert.R= -295.3 # Hor.R= 112.8# Brg.# 2 Vert.R= -198.5 # Hor.R= -0.0# [MWFRS ASCE Perp/L--][OC 24.00)[DF 1.60](NM Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[100: 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8)[ 04 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 0` -52 PLF @ 9.4 to -52 @ 11.0 [y=12.8][100; 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.01[ V 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](100; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ 0; -48 PLF @ 0.0 to -48 @ 9.4 L [y=12.6](1( Brg.# 1 Vert.R= -165.1 # Hor.R= 112.80 Brg.# 2 Vert.R= -81.1 # Hor.R= -0.0# (MWFRS ASCE Perp/R++][OC 24.00][DF 1 60)[NM Reppetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 (y=12.8][100` 10 PLF @ 0.0 to 10 @ 9.4 (y=15.8][ 0; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.811 0i -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ Oi 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ 01 -31 PLF @ 0.0 to -31 @ 9.4 L (y=12.81(1( Brg.# 1 Vert.R= -122.5 # Hor.R= 73.79 Brg.# 2 Vert.R= _90.1 # Hor.R=- - -0_0# - (K4FRS ASCE Perp/R+-](OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8)[100; 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8)[ 0; 10 PLF @ 9.4 to10 @ 11.0 [y=15.81( 04 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0` 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]1 O; -31 PLF @ 0.0 to -31 @ 9.4 L (y=12.8][1( Brg.# 1 Vert.R= 7.7 # Hor.R= 73.79 Brg.# 2 Vert.R= 27.3 # Hor.R= 0.09 [MWFRS ASCE Perp/R-+)[OC 24.00][DF 1.60)(NM Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 (y=12.8)(100 10 PLF @ 0.0 to 10 @9.4 [y=15.8)( 06 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 0; -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ O� 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.3][ Oi -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.8](1( Brg.# 1 Vert.R= -129.0 # Hor.R= 13.7# Brg.# 2 Vert.R= -159.6 # Hor.R=- - _0.0# - [MWFRS ASCE Perp/R--][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -p9 PLF @ 9.4 to -59 @ 11.0 [y=12.8)[100; 10 PLF @ 0.0 to 10 @9.4 [y=15.8][ Oi 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ O; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)(100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0; 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01( Oi -31 PLF @ 0.0 to -31 @ 9.4 L (y=12.8][1( Brg.# 1 Vert.R= 1.2 # Hor.R= 73.7# Brg.# 2 Vert.R= -42.2 # Hor.R= -0.01 [MWFRS ASCE Parl++][OC 24.00)[DF 1.601111M 11 Repetitive Factors Used: Yes T PLF @ 9.4 to -11 @ 11.0 [y=12.8)[100; 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8]( 0; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81( O{ -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01(1006 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( 06 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ OS -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][1( Brg.# 1 Vert.R= 1.2 # Hor.R= 25.30 Brg.# 2 Vert.R= -20.4 4 Hor.R= -0.09 [MWFRS ASCE Parl+-)[OC 24.00)[DF 1.60][NM 11 Reppetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8](1008] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 0%] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(10081 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 0%) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0%] -11 PLF @ 0.0 to -11 @ 9.4L [y=12.8)[1008] Brg.# 1 Vert.R= 131.4 # Hor.R= 25.3# Brg.# 2 Vert.R= 97.0 # Hor.R= 0.0# (MWFRS ASCE Parl-+][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8)[1008] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81( 0%] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8]( 0%] -13 PLF @ 1.3 to -13 @ 11.0 fy=10.01[100%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0%) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0 l[ 0%) -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.8](100%) Brg.# 1 Vert.R= -293.1 # Hor.R= 131.811 Brg.# 2 Vert.R= -252.1 # Hor.R= 0.011 (MWFRS ASCE Parl--][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.81[100%] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8]( 0%] 10 PLF @ 9.4 to 10 @ 11.0 (y=15.8]( 0%) 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01(100%1 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( 0%) 10 PLF @ 1.3 to 10 @ 11.0 [yy= 5.01( 0%] -59 PLF @ 0.0 to -59 @ 9.4 L (y=12.8][100%) Brg.# 1 Vert.R= -162.9 If Hor.R= 137.80 Brg.# 2 Vert.R= -134.7 If Hor.R= -0.09 -------------- [MWFRS ASCE PrpD/L++][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01(100%1 31 PLF @ 0.0 to 31 @ 9.4 (y=15.81( 0%) 30 PLF @ 9.4 to 30 @ 11.0 (y=15.811 0%] -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8](100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%) -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100%] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 0%] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][100%) Brg.# 1 Vert.R= 268.0 # Hor.R= 25.3# Brg.# 2 Vert.R= 108.5 # Hor.R= 0.0# -------------------- [MWFRS ASCE PrpD/L+-)[OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 0%) 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%) -11 PLF @ 9.4 to -11 @ 11.0 (y=12.81[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)1100%] 20 PLF @ 1.3 to 20 @ 11.0 Jr- 5.01[ 0%] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][100%] Brg.# 1 Vert.R= 398.2 # Hor.R= 25.3# Brg.# 2 Vert.R= 225.9 # Hor.R= -0.01 ---------------- [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[100%] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8]( 0%) 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%) -52 PLF @ 9.4 to -52 @ 11.0 1y=12.8][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01( 0%) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0]( 0%] -48 PLF @ 0.0 to -48 @ 9.4L [r-12.8 100%] Brg.# 1 Vert.R= 34.6 # Hor.R= 112.98R# Brg.# 2 Vert.R= 55.0 # Hor.R= -0.00 (MWFRS ASCE PrpD/R+-][OC 24.00)[DF 1,60][NM Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][100%) PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 0%] 30 PLF @ 9.4 to 30 @ 11.0 (y=15.81[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.01[ 0%] -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.8][1008] Brg.# 1 Vert.R= 207.4 # Hor.R= 73.7# Brg.# 2 Vert.R= 163.3 # Hor.R= -0.0# (MWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8][1008] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 0%] -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.8][100%] Brg.# 1 Vert.R= 200.9 # Hor.R= 73.1# Brg.# 2 Vert.R= 93.9 If Hor.R= -0.0# [MWFRS ASCE Pr1D+-][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][100%) 31 PLF @ 0.0 to 31 @ 9.4 (y=15.81[ 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.8][ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 0%] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][100%] Brg.# 1 Vert.R= 331.1 # Hor.R= 25.31 Brg.# 2 Vert.R= 233.1 # Hor.R= -0.01 -------------------- [MWFRS ASCE PrDl--][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8][100%) 31 PLF @ 0.0 to 31 @ 9.4 [y=15.811 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.811 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%) 20 PLF @ 1.3 to 20 @ 11.0 [yy= 5.0)[ 0%) -59 PLF @ 0.0 to -59 @ 9.4 L (y=12.8](100%] Brg.# 1 Vert.R= 36.8 # Hor.R= 137.8# Brq.# 2 Vert.R= 1.4 # Hor.R= 0.0# [CSC ASCE Wind Lt -+][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L [y=12.8][100%) 10 PLF @ 0.0 to 10 @ 3.0 [y=15.81( 0%] -39 PLF @ 0.0 to -39 @ 1,2 [y=10.0][100%] 10 PLF @ 3.0 to 10 @ 9.4 [y=15.81[ 0%] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][100%) 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8)[ 0%] -13 PLF @ 1.2 to -13 @ 11,0 [y=10.0](100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01[ 0%] -------------- [C6C ASCE Wind Rt -+][OC 24.00)[DF 1 60](NM 1] Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8)[100%] 10 PLF @ 0.0 to 10 @ 6.4 [y=15.8][ 0%] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][100%] 10 PLF @ 6.4 to 10 @ 9.4 [y=15.81[ 0%] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1)[100%) 10 PLF @ 9.4 to 10 @ 11.0 [ --15.8]( 0%] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8)(100%) 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 0%] ---------------- (C6C ASCE Wind Lt --][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L [y=12.8](100%] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.8)1 0%) -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][100%] 10 PLF @ 3.0 to 10 @ 9.9 [y=15.811 0%] -158 PLF @ 0.0 to -158 @ 3.0 L (y=11.2][100%] 10 PLF @ 9.4 to 10 @ 11.0 (y=15.8)[ 0%] 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0][100%] 10 PLF @ 0.0to 10 @ 1.2 [y= 5.01[ 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 0%) [C6C ASCE Wind Rt --][OC 24.00][DF 1.60)[NH 1) Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L (y=12.8)[1008] 10 PLF @ 0.0 to 10 @ 6.4 [p=15.81[ 0%] -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0][1008] 10 PLF @ 6.4 to 10 @ 9.4 [p=15.81[ 0%] -99 PLF @ 0.0 to -99 @ 6.4 L (y=12.11[100%] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81( 0%) 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%) 125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%) 10-PLF-@- 1.2 to -10 @ 11_0-[y=-5.0][- 0%] - - [C6C ASCE Wind Rt-+D][OC 24.00](DF 1.60)[NM 1] Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8][1008] 31 PLF @ 0.0 to 31 @ 6.4 [y=15.8][ 0%] 13 PLF @ 0,0 to 13 @ 1.2 [y=10.01[100%1 31 PLF @ 6.4 to 31 @ 9.4 [y-15.81[ 0%] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1][100%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%] -13 PLF @ 1.2 to -13 @ 11.8 ly=10.0][100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 0%] [C6C ASCE Wind Lt -D][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L [y=12.81[100%1 31 PLF @ 0.0 to 31 @ 3.0 [y=15.81[ 0%] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.91[100%) 31 PLF @ 3.0 to 31 @ 9.9 [y=15.81( 0%] -158 PLF @ 0.0 to -158 @ 3.0 L (y=11.2)(100%) 30 PLF @ 9.4 to 30 @ 11.0 [y=15.8)( 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.91[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0;1 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.88][100%] 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.0][ 0%) [C6C ASCE Wind Rt--D][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.81[100%1 31 PLF @ 0.0 to 31 @ 6.4 [y=15.81[ 0%] -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0](100%) 31 PLF @ 6.4 to 31 @ 9.9 [y=15.81[ 0%] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1][100%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8](100%] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 0%] JOO:(15:i15) /A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 IV 138 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP_#3_138 Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W 1.5X4 S 2.50 [12] W3X5(R) S 3.00 2X4(A1) 8,3„ 2,9" =5X6 1111.5X4 R=713# U=298# RL=121# W=8" R=515# U=253# (Rigid Surface) SEQ = 369035 PLT. TYP.-WAVE DESIGN CRIT=FSC2010RES/TPI-2007FT/RT=20%(0%y1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 ,r •WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e*e na are M fabratng, handling, shippirp, installing and bracing. Refer to and fdlow the latest editw of BCSI can tSafet Infcrmzticn,b TPI and WTCA fe, safe) BCS]. y TC DL 15.Opsf 10-15-2ot5 DATE practices pda b perl«mlrg theses. Inslallem shall provide temporary bating per Uniesa n.W dhenmse, top chord shall have yrapedy attached strudual sheatla g and bdkm chortl TT a'l73TTYA FT,011ID shal=aproperlyanadrMrpidcaig. Lonlwrssh—f«prnwdlateral restaintof..bs slap have bracing installed SCSI sections 83, 87 m 810. Apply to face BC DL 10.0psf DRWG QUALITY TRUSS par as applicaole. plates each ot tn,ss .,d pociicn as ahc an .b— and on tna Joint Dar., nlass noted othen m - Ref.r .& i V. 160A -Z f« st.nd.rd plate porlons. 1T Baking Components Group Inc. shall M be rea—ible f« any deWa l- frau this dr—i g, any f.aum to build the tnns in confamzrae wAh ANSl1rPI 1, «f« handling, shipping, installation bbacin'dtnaaea. A seal on this drrMnp or q papa Asdng this drrvMg, Wastes atomphnoa of pnh•donal BC LL 0.0 p sf [- — TOT.LD. 55.Opsf O/A LEN. 11 TET.,: (9.54) 975-3384 DU R • FAC 1 .25 JOB #: 15325 PAX: (954) 978-8980 •ngInsailng..W.lblift ol•ly f« th. daalpn shown. Th. sullablity, and us. of this drawing 3625 PARK CENM%L BLVD. for any structuns 1. the nspon.ib8ty of Ne Building DnIgner per ANSITr al 18-2. SPACING 24.0" TYPE COMN POMPANO BEACH, FL 33064 m,aCG'wxw«moreinfamationseethi.rg;gerwalnolespapeandthewwebsiles. g .dw6cg.wm; TPI' www.tpinsl.ag; WrCA wvvw.sbdrdudry.e«n; ICC: www.iccsafe « [ALPINE][FBC201OReS/TPI-2007][A4][15325/1) (TCLL 30.0)[TCDL 15.0][BCDL 10.01[BCLL 0.0][DF 1.25][OC 24.0](NM I](SOFFIT 2.01 =====Bearings=== [X-Loc][React)[Size] ===== [ 1.25)( 1131[ 247h][0.671 [10.751[ 515][0.251 EndPts MaxTen MaxComp 0- 2 704 -722 2- 4 818 -796 4- 5 519 -531 7- 9 5 -4 1- 3 735 -715 3- 8 712 -932 8-12 482 -586 10-11 116 -104 0- 1 52 -65 5- 6 519 -444 6- 7 5 -3 9-10 104 -116 I1-12 104 -116 End Pts MaxTen MaxComp 2- 3 698 -528 4- 8 363 -242 6- 8 218 -59 6-12 754 -620 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.55 10.73 3 1.58 10.15 4 4.31 11.42 5 8.25 12.41 6 8.25 12.41 7 8.25 12.41 8 8.25 10.15 9 11.00 12.41 10 11.00 12.41 11 11.00 10.15 12 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.76 0.76 30 4 SP #2 N 13B 0.00 0.76 0.76 30 4 SP -#2-9-13B 0.00 0.47 0.47 29 4 SP #2 N 13B 0.00 0.33 0.33 31 4 SP -112 -N -13B 0.18 0.51 0.69 1 4 SP #2 N 13B 0.17 0.51 0.68 1 4 SP -12-4-13B 0.00 0.26 0.26 34 4 SP #2 N 13B 0.03 0.02 0.06 28 4 SP -#3-13B _ = Plate Member =-_- PLATE-MEMZE - -=Fictious Member=- SP #2 N 13B -=-=Fictious Member=- SP -112 - -=Fictious Member= SP -03-13B -=-=Fictious Member=- SP #3 13B AXL GLC S Grade Length 0.21 30 4 SP 13 13B 4.00 0.11 29 4 SP -13-13B 51.91 0.08 2 4 SP #3 13B 23.67 0.22 29 4 SP -13-13B 35.16 Plate Cq JSI Method def1Y(L) [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 8.3 [y=15.6][100$] 34.12 3.00 Plywd 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] 48.79 3.01 Plywd Brg.# 1 Vert.R- 712.7 # Hor.R= -0.09 33.00 0.01 Plywd Brg.# 2 Vert.R= 507.5 # Hor.R= -0.0# 19.04 -0.74 Diaph _ _ ___ _ _ _ _ _ _ _ ___ _ _ _ ________ 80.00 -0.00 Diaph [FEC pass 02][OC 24.00](DF 1.25](NM 11 33.00 -0.00 Diaph Repetitive Factors Used: Yes 23.67 -Bending Web- 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6][ 08] R 0.50 -Vert- ----- 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[10081 0.00 -Vert- ----- Brg.# 1 Vert.R= 455.7 # Hor.R= -0.09 0.00 -Vert- ----- Brg.# 2 Vert.R= 324.5 If Hor.R= -0.09 Brace [Partial Unbal. Lt](OC 24.00](DF 1.25)[NM 11 2X4(A1) 0.80 0.44 0.05 L/351 1.5X4 0.80 0.51 N 0.00 L/219 1.5X4[3] 0.80 0.98 N 0.00 L/999 1.5X4 0.80 0.26 N 0.07 L/999 5X6 0.80 0.90 N 0.03 L/999 3X4 0.80 0.30 N 0.03 L/999 1.5X4 0.80 0.67 N 0.00 L/999 3X5(8)[12] 80 1.00 N 0.00 L/999 [MWFRS ASCE Perp/L++]IOC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5)(100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6)[ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6;[ 0100; -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5](1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01(100; Brg.# 1 Vert.R= 66.3 # Hor.R= 22.24 Brg.# 2 Vert.R= -26.0 # Hor.R= -0.0# (MWFRS ASCE Perp/L+-][OC 24 00][DF 1.60][NM Reppetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5](100; 10 PLF @ 0.0 to 10 @ 8.3 (y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 (y=15.6;[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( O; -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5111( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 01 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](1001 Brg.# 1 Vert.R= 194.5 # Hor.R= 22.29 Brg.# 2 Vert.R= - -93.4 # Hor.R=- - _0.09 - [MWFRS ASCE Perp/L-+I[OC 24.00;(DF 1.60)[NM Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 [y=12.51[100; 10 PLF @ 0.0 to 10 @ 8.3 (y=15.6][ O; 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61[ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 -48 PLF @ 0.0 to 48 @ 8.3 L [y=12.5][1( 10 PLF @ 1.3 to- @ 11.0 [y= 5.0][ 0; -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1001 Brg.# 1 Vert.R= -298.3 If Hor.R= 98.8# Brg.# 2 Vert.R= -_219.8 # Hor.R=- - -0.0# - (MWFRS ASCE Perp/L--](OC 24.001[DF 1.60][NM Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5](1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6]( 01 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 01 -48 PLF @ 0.0 to -48 @ 8.3 L (y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]( 01 -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0][1001 Brg.# 1 Vert.R= -170.1 If Hor.R= 98.80 Brg.# 2 Vert.R= -_100.4 If Hor.R=- - _0.0# - (MWFRS ASCE Perp/R++](OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6)[ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 0' -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.51[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 01 -11 PLF @ 8.3 to -11 @ 11.0 (y=12.5][1001 Brg.# 1 Vert.R= -117.5 # Hor.R= 64.5# Brg.# 2 Vert.R= -71.4 # Hor.R= -0.09 (MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 01 -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01( 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01( 01 -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5);1001 Brg.# 1 Vert.R= 10.7 # Hor.R= 64.5# Brg.# 2 Vert.R= 48.0 # Hor.R= -0.00 [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -p3 PLF @ 1.3 to -13 @ 11.0 [y=10.0;[1001 10 PLF @ 0.0 to 10 @ 8.3 (y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61[ 01 -31 PLF @ 0.0 to -31 @ 8.3 L (y=12.51(1( Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6]( 08] 31 PLF @ 8.3 to 31 @ 11.0 (y=15.61[ 08] 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.01( 0%] 60 PLF @ 1.7 to 60 @ 8.3 [y=15.6][1008] def1Y(T) dxL dxT 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] -- Brg.# 1 Vert.R= 601.0 # Hor.R= 0.0# 0.12 L/154 0.00 0.00 Brg.# 2 Vert.R= 515.4 If Hor.R= -0.0# 0.00L/96 0.01 0.02___________________________ 0.00 L/999 0.00 0.00 [Partial Unbal. Rt][OC 24.00][DF 1.25][NM 1] 0.16 L/708 0.00 0.01 Repetitive Factors Used: Yes 0.01 L/999 0.01 0.01 31 PLF @ 0.0 to 31 @ 8.3 (y=15.61[ 08] ---- ----- ---- ---- 31 PLF @ 8.3 to 31 @ 11.0 [y=15.6]1 08] - 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.011 0%] 0.07 L/999 0.00 0.01 60 PLF @ 0.0 to 60 @ 4.0 [y=15.6][1008] 0.00 L/999 0.01 0.01 Brg.# 1 Vert.R= 557.5 # Hor.R= -0.0# ---- ----- ---- ---- Brg.# 2 Vert.R= 243.9 # Hor.R= 0.0# 0.00L/999 0.01 0.01=_-_=__=___-______________ ---- ----- ---- ---- [Partial Unbal. Ltl][OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08) 60 PLF @ 0.0 to 60 @ 1.3 [y=15.6][1008] 60 PLF @ 8.8 to 60 @ 11.0 [y=15.6][10081 Brg.# 1 Vert.R= 425.8 # Hor.R= -0.0# Brg.# 2 Vert.R= 343.8 # Hor.R= -0.0# [Partial Unbal. Rtl)[0C 29 00][DF 1.25][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 (y=15.6]1 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08] 60 PLF @ 0.0 to 60 @ 8.3 [y=15.6](1008) 60 PLF @ 8.3 to 60 @ 10.7 [y=15.6][1008] Brg.# 1 Vert.R= 712.4 # Hor.R= 0.09 Brg.# 2 Vert.R= 490.3 # Hor.R= -0.0# [Partial Unbal. Lt2][OC 24 00)[DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08] 60 PLF @ 1.6 to 60 @ 8.3 [y=15.6][1008) 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] Brg.# 1 Vert.R= 609.7 # Hor.R= -0.09 Brg.# 2 Vert.R= 515.5 # Hor.R= 0.04 (Partial Unbal. Rt2](OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 8.3 [y=15.6][ 08] 31 PLF @ 8.3 to 31 @ 11.0 (y=15.61[ O8] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08) 60 PLF @ 0.0 to 60 @ 1.6 [y=15.6][10081 Brg.# 1 Vert.R= 430.2 # Hor.R= -0.01 Brg.# 2 Vert.R= 225.0 # Hor.R= 0.00 [MWFRS ASCE Perp/L++]IOC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5)(100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6)[ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6;[ 0100; -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5](1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01(100; Brg.# 1 Vert.R= 66.3 # Hor.R= 22.24 Brg.# 2 Vert.R= -26.0 # Hor.R= -0.0# (MWFRS ASCE Perp/L+-][OC 24 00][DF 1.60][NM Reppetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5](100; 10 PLF @ 0.0 to 10 @ 8.3 (y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 (y=15.6;[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( O; -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5111( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 01 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](1001 Brg.# 1 Vert.R= 194.5 # Hor.R= 22.29 Brg.# 2 Vert.R= - -93.4 # Hor.R=- - _0.09 - [MWFRS ASCE Perp/L-+I[OC 24.00;(DF 1.60)[NM Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 [y=12.51[100; 10 PLF @ 0.0 to 10 @ 8.3 (y=15.6][ O; 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61[ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 -48 PLF @ 0.0 to 48 @ 8.3 L [y=12.5][1( 10 PLF @ 1.3 to- @ 11.0 [y= 5.0][ 0; -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1001 Brg.# 1 Vert.R= -298.3 If Hor.R= 98.8# Brg.# 2 Vert.R= -_219.8 # Hor.R=- - -0.0# - (MWFRS ASCE Perp/L--](OC 24.001[DF 1.60][NM Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5](1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6]( 01 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 01 -48 PLF @ 0.0 to -48 @ 8.3 L (y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]( 01 -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0][1001 Brg.# 1 Vert.R= -170.1 If Hor.R= 98.80 Brg.# 2 Vert.R= -_100.4 If Hor.R=- - _0.0# - (MWFRS ASCE Perp/R++](OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6)[ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 0' -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.51[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 01 -11 PLF @ 8.3 to -11 @ 11.0 (y=12.5][1001 Brg.# 1 Vert.R= -117.5 # Hor.R= 64.5# Brg.# 2 Vert.R= -71.4 # Hor.R= -0.09 (MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 01 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 01 -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01( 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01( 01 -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5);1001 Brg.# 1 Vert.R= 10.7 # Hor.R= 64.5# Brg.# 2 Vert.R= 48.0 # Hor.R= -0.00 [MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -p3 PLF @ 1.3 to -13 @ 11.0 [y=10.0;[1001 10 PLF @ 0.0 to 10 @ 8.3 (y=15.61[ 01 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61[ 01 -31 PLF @ 0.0 to -31 @ 8.3 L (y=12.51(1( 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.011 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008) Brg.# 1 Vert.R= -136.8 # Hor.R= 64.9 Brq.# 2 Vert.R= -184.1 # Hor.R= -0.00 [MWFRS ASCE Perp/R--][OC 24.00][DF 1 60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 1y=10.01[10081 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 08] 10 PLF @ 8.3 to 10 @ 11.0 [yy=15.61( 081 -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008] Brg.# 1 Vert.R= -8.6 # Hor.R= 64.50 Brg.# 2 Vert.R= -64.7 If Hor.R= -0.0# [MWFRS ASCE Parl++](OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0](1003] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 08] 10 PLF @ 8.3 to 10 @ 11.0 Iyy=15.6]1 08] it PLF @ 0.0 to -11 @ 8.3 L (y=12.5)[1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08) -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5)[1008] Brg.# 1 Vert.R= 0.3 # Hor.R= 22.24 Brg.# 2 Vert.R= -19.9 # Hor.R= -0.0# (MWFRS ASCE Parl+-][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 08] 10 PLF @ 8.3 to 10 @ 11.0 [yy=15.6][ 081 -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5,01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [p= 5,0)[ 081 -11 PLF @ 8.3 to -11 @ 11.0 1y=12.5](1008] Brg.# 1 Vert.R= 128.4 If Hor.R= 22.21 Brg.# 2 Vert.R= 99.5 If Hor.R= -0.0# [MWFRS ASCE Parl-+][OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008) 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6]( 08] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 08] -59 PLF @ 0.0 to -59 @ 8.3 L (9=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11,0 [y= 5.0][ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008] Brg.# 1 Vert.R= -293.0 # Hor.R= 120.7# Brg.# 2 Vert.R= -252.5 # Hor.R= -0.0# [MWFRS ASCE Parl--)[OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0](1008] 10 PLF @ 0.0 to 10 @8.3 (y=15.61[ 081 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6][ 08] -59 PLF @ 0.0 to -59 @ 8.3 L [y=12.5][1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008] Brg.# 1 Vert.R= 164.9 # Hor.R= 120.7# Brg.# 2 Vert.R= -133.1 # Hor.R= 0.00 [MWFRS ASCE PrpD/L++][OC 24.00][DF 1,60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5](1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 (=15.61[ 08] -13 PLF @ 1.3 to -13 @ 11.0 jy=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [yy= 5.0][ 08] -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5)[1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.311 08] 48 PLF @ 0.0 to 48 @ 1.2 [y--10.0)[1008] Brg.# 1 Vert.R= 262.8 # Hor.R= 22.21 Brg.# 2 Vert.R= 112.7 # Hor.R= -0.00 -[MWFRS ASCE PrpD/L+-]IOC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6][ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6)[ 081 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0)[1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 031 -11 PLF @ 0.0 to -11 @ 8.3 L [yy=12.5][1008) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0)[ 081 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[1008) Brg.# 1 Vert.R= 390.9 # Hor.R= 22.21 Brg.# 2 Vert.R= - 232.1 # Hor.R=- - -0_0# - - - [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 (y=12.5][1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 (y=15.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 8.3 L [yy=12.5][1008) 20 PLF @ 1.3 to 20 @ 11.0 ly= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 1.2(y=10.01110081 Brg.# 1 Vert.R= 26.4 # Hor.R= 98.89 Brg.# 2 Vert.R= 38.3 # Hor.R= -0.09 [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60](NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(10081 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6 I 08] -31 PLF @ 0.0 to -31 @ 8.3 L [y=1.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.011 08] -11 PLF @ 8.3 to -11 @ 11,0 [y=12.5)[1008] Brg.# 1 Vert.R= 207.1 If Hor.R= 64.5# Brg.# 2 Vert.R= 186.6 # Hor.R= -0.011 IMWFRS ASCE PrpD/R--][OC 24.00][DF 1 601[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 1y=10.0)[1008) 31 PLF @ 0.0 to 31 @ 8.3 Iy=15.61[ 08) 30 PLF @ 8.3 to 30 @ 11.0 (yy=15.6)[ 08) -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5](1008) 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.01[ 08) 20 PLF @ 1,3 to 20 @ 11.0 [ = 5.01( 08) 8 -59 PLF @ .3 to -59 @ 11.0 Iy=12.5][1008] Brg.# 1 Vert.R= 187.8 # Hor.R= 64.54 Brg.# 2 Vert.R= - -73.9 # Hor.R=- - 0_04 - - - (MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008) 31 PLF @ 0.0 to 31 @8.3 [y=15.61[ 081 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -11 PLF @ 0.0 to -11 @ 8.3 L [pp=12.5)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0[y=12.5]11008] Brg.# 1 Vert.R= 324.9 # Hor.R= 22.21 Brg.# 2 Vert.R= - 238.2 # Hor.R=- - _0.01 - - - [MWFRS ASCE PrDl--](OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01(10081 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -59 PLF @ 0.0 to -59 @ 8.3 L [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5111008] Brg.# 1 Vert.R= 31.6 # Hor.R= 120.7# Brq.# 2 Vert.R= 5.5 # Hor.R= 0.00 [C&C ASCE Wind Lt -+][OC 24.00)[DF 1.60)[NM 1] Repetitive Factors Used: Yes -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.61( 08) -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2](1008] 10 PLF @ 3.0 to 10 @ 8.2 [y=15.61[ 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 fy=12.51(10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 081 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0]1 08) -99 PLF @ 3.0 to -99 @ 8.3 L (y=12.5][1008] [C&C ASCE Wind Rt -+][OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=15.6)[ 08] -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.8](1008] 10 PLF @ 5.3 to 10 @ 8.2 [q=15.6][ 08] -13 PLF @ 1.2 to -13 @ 11.0 `y=10.0)(1008) 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 (y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 10 PLF @ 1.2 to 10 @ 11.0fy- 5.0][ 08] -158 PLF @ 5.3 to -158 @ 8.3 L [y=12.5][1008] [C&C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 3.0 (y=15.6)[ 08] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 3.0 to 10 @ 8.2 (y=15.6)[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0)[1008] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6][ 08) -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5)[1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0]( 08) -99 PLF @ 3,0 to -99 @ 8.3 L (y=12.5][1008] (C&C ASCE Wind Rt --][OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0][1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=15.6]( 08) -99 PLF @ 0.0 to -99 @ 5,3 L (y=11.8](1008] 10 PLF @ 5.3 to 10 @ 8.2 [y=15.6][ 08) 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[10081 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61( 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.0)[ 08] _158-PLF-@- 5.3 to -_158 @ 8.3 L iy-1251[1008] [C&C ASCE Wind Rt-+D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1,2 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 5.3 [y9=15.6][ 08] -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.81(10081 31 PLF @ 5.3 to 31 @ 8.2 [y=15.61[ 08] -13 PLF @ 1.2 to -13 @ 11.0 (y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61( 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01( 08) 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01f 08) -158 PLF @ 5.3 to -158 @ 8.3 L [y=12.5][1008] [C&C ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 3.0 (y=15.61( 08] 158 PLF @ 0.0 to -158 @ 3.0 L 1y=11.2][1008] 31 PLF @ 3.0 to 31 @ 8.2 [y=15.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6][ 081 -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5](1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= S.C1( 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.C]I 08] _99 PLF @-3.0-to--99-@- 8.3 L [y=12.5][1008]- [C&C ASCE Wind Rt--D)[OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0](1008) 31 PLF @ 0.0 to 31 @ 5.3 [y=15.6)[ 08] -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.8][1008] 31 PLF @ 5.3 to 31 @ 8.2 [y=15.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0]110081 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61( 08) -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0(y= 5.0]( 08] 158-PLF @ 5.3 to -158 @ 8.3 L [y=12.5][1008] JOD:(15.1L5) /AD Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 IV 13B Webs 2x4 SP—#3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) PLT. TYP.-WAVE 6'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W1.5X4 S 2.50 [11] W3X5 S 3.00 m4X5 4-9" 1113X4(R) < w FLORII)A QUALITY TRUSS TTL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CCNTRAL BLVD. POMPANO BLACA, FL 33064 R=713# U=312# RL=91# W=8" R=515# U=247# (Rigid Surface) DESIGN CRIT=FBC2010RESRPI-2007 QTY= 1 TOTAL= 1 WIN01 )DING THE INBTALLERB. Tn,s ew,i.�--infwicatang,h.ndL-q,.q, rrpp::wd�rg..db z .Raterm. Aow the W- edben of SCSI (BWdhp Cmiparenl Safety btarnhalbn, by TPI and wTCA) ler inlay racdcee prior b perforniip theee klPoionce lm SW . Inp>mde to pon ry bracing per SCSI. 4ieaa noted clherwhe, top dwd steal have prop" atad-I shuck al sheathing end I—n that had have a ppperty atW W r9d calling. 1pu6orn W— for permvwd Iden) nnVainl of webs hap have bracig lwaped pa BCSI samps B3, B7 p Bt O, n apptxbh. Appy phos b path fax r boas and potion as t-- above and an the Joineb D". vgesa "a.d dherwne. '.efa b drwwga 160A -Z fn apndai PW position. ITW Binding Cpnpo a is CmM Mo. Map not be reeponmble fp any devidioo Iron this drawing, ,y feihue to build the buss in cord—with ANSVrPI 1, or fw handrmg, shipping, finale"lion bracing of trusses. A apt on IN. drwMm or ooyx R.9- "Itg Ihh drsvArg, Intimates wxpbnoa of prof—tonal nal—ft mpenaMBy spay for do desbn shown. TM sultabBry and m of thlp dmMg r any atnmbns b 1M mponaW of ft Bupdbg Dealgnr par ANSVTpI 16-2. For mare infonnli. see thh jobb g—al notes page and these web sites: ITWBCG: www.ewxg.mpn; TP1:,wvw 4*W ng; WTCA: wwe.abdMnhy.man; ICC. wwx_iccsaf—g SEQ = 369028 REV. 10.03.12.0410.00 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN JALPINEI[FBC201ORes/TPI-2007][A5)[15325/1] [TCLL 30.0)[TCDL 15.0](BCDL 10.0][BCLL 0.0][DF 1.251JOC 24.0][NM 1)[SOFFIT 2.01 =====Bearings=== (X-Loc][React][Size] ===== ( 1.25]( 71311 198h][0.611 [10.751[ 515][0.251 EndPts MaxTen MaxComp 0- 3 138 -216 3- 4 862 -857 5- 8 886 -763 1- 2 215 -141 2- 7 237 -455 7-11 21 -21 9-10 557 -473 0- 1 34 -36 4- 6 862 -756 5- 6 763 -886 8- 9 473 -557 10-11 473 -557 EndPts MaxTen MaxComp 2- 3 763 -628 3- 7 619 -530 6- 7 440 -265 7- 8 794 -927 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.58 10.15 3 1.69 10.77 4 6.25 11.91 5 6.25 11.91 6 6.25 11.91 7 6.40 10.15 8 11.00 11.91 9 11.00 11.91 10 11.00 10.15 11 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.30 0.30 26 4 SP 02 N 13B 0.00 0.39 0.39 27 4 SP12-N-13B 0.01 0.44 0.45 1 4 SP #2 N 13B 0.01 0.15 0.16 2 4 SP12-N-13B 0.02 0.16 0.19 2 4 SP #2 N 13B 0.00 0.18 0.19 2 4 SP12-N-13B 0.14 0.12 0.26 24 4 SP -#3-13B -_-= Plate Member =-_- PLATE MEMBER - -=Fictious Member=- SP #2 N 13B - -=Fictious Member=- SP #2 N 13B -=-=Fictious Member=- SP -13-13B -=-=Fictious Member=- SP #3 13B AXL GLC S Grade Length 0.23 24 4 SP 93 13B 4.00 0.24 24 4 SP13-13B 54.30 0.13 27 4 SP #3 13B 17.67 0.40 25 4 SP -13-13B 53.03 Plate Cq JSI Method def1Y(L) (STD.AUTO.LOAD)[OC 24.00)[DF 1.25)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 (y=15.11[ 09) 31 PLF @ 6.3 to 31 @ 11.0 1y=15.11[ 09) Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 09) 21.13 3.41 Plywd 60 PLF @ 0.0 to 60 @ 6.3 (y=15.1)[1008) 56.36 3.01 Plywd 60 PLF @ 6.3 to 60 @ 11.0 (y=15.1)[1008] 57.00 0.01 Plywd Brg.# 1 Vert.R= 712.7 # Hor.R= 0.00 19.04 -0.74 Diaph Brg.# 2 Vert.R= 507.5 # Hor.R= 0.00 57.75 -0.00 Diaph=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-_=-=-=-= 55.25 -0.00 Diaph [FBC pass #2](OC 24.00](DF 1.25](NM 1] 17.67 -Bending Web- Repetitive Factors Used: Yes 0.50 -Vert- ----- 31 PLF @ 0.0 to 31@ 6.3 [y=15.1][ 09) 0.00 -Vert- ----- 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 09] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]( 091 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0](1009] 0.00 -Vert- ----- Brg.# 1 Vert.R= 455.7 # Hor.R= -0.0# Brg.# 2 Vert.R= 324.5 # Hor.R= 0.0# Brace [Partial Unbal. Lt]JOC 24.00)[DF 1.25](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 09] 31 PLF @ 6.3 to 31 @ 11.0 [y=15.1]1 09] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]1 09] def1Y(T) dxL dxT 60 PLF @ 1.6 to 60 @ 6.3 [y=15.1111009] ---- ----- ---- ---- 60 PLF @ 6.3 to 60 @ 11.0 [y=15.1111009] 0.01 L/999 0.00 0.00 Brg.# 1 Vert.R= 609.7 # Hor.R= -0.0# 0.00 L/999 0.00 0.00 Brg.# 2 Vert.R= 515.5 # Hor.R= 0.0# 0.00 L/999 0.00 0.00 =-__-__ _-__-__-_-----= - --------=---=-- 0.04 L/999 0.00 0.00 [Partial Unbal. Rt)[OC 24.00][DF 1.25][NM 11 ---- ----- ---- ---- Repetitive Factors Used: Yes ---- ----- ---- ---- 31 PLF @ 0.0 to 31 @ 6.3 (y=15.11[ 091 0.04 L/999 0.00 0.00 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 09] 0.00 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 09] 60 PLF @ 0.0 to 60 @ 1.6 [y=15.1](1009] 0.00 L/999 0.00 0 00 Brg.# 1 VeIt.R= 430.2 # Hor.R= -0.0# ---- ----- ---- ---- Brg.# 2 Vert.R= 225.0 # Hor.R= -0.0# 2X4(Al) 0.80 0.09 0.00 L/999 1.5X4(21 0.80 0.96 N 0.00 L/999 3X4 0.80 0.78 N 0.00 L/999 4X5 0.80 1.00 N 0.02 L/999 3X8 0.80 0.65 N 0.02 L/999 3X4(R) 0.80 0.99 N 0.00 L/999 3X5[11] 0.80 1.00 N 0.00 L/999 (MWFRS ASCE Perp/L++][OC 24.00](DF 1.60)(NM 1) Reppetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.01[10091 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 09] 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ 09] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0;11009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.3;1 09] -11 PLF @ 0.0 to -11 @6.3 L [y=12.0](1009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0;1 09] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0111009] Brg.# 1 Vert.R= 64.9 # Hor.R= 16.8# Brg.# 2 Vert.R= -25.2 # Hor.R= -0.0# ---------------- [MWFRS ASCE Perp/L+-)(OC 24.00][DF 1.60](NM 1] Reppetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0)[1009] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 09] 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1]( 09] 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0](1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] -11 PLF @ 0.0 to 11 @ 6.3 L [y=12.0][1009] 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 09] 48 PLF @ 0.0 to 48@ 1.2 (y=10.0][10091 Brg.# 1 Vert.R= 193.1 # Hor.R= 16.8# Brg.# 2 Vert.R= 94.2 # Hor.R= -0.09 [MWFRS ASCE Perp/L-+](OC 24.00)[DF 1.60)[NM 1) Reppetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0][1009] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 09) 10 PLF @ 6.3 to 10 @ 11.0 (y=15.1][ 09] -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)[1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 09] -48 PLF @ 0.0 to -48 @ 6.3 L [y=12.0][1009] 10 PLF @ 1.3 to10 @ 11.0 [y= 5 .0 J[ 09] -48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[1009] Brg.# 1 Vert.R= -312.1 # Hor.R= 14.8# Brg.# 2 Vert.R= -227.8 # Hor.R= 0.09 [KWFRS ASCE Perp/L--)(OC 24.00][DF 1.60][NM Repetitive Factors Uscd: Yes -59 PLF @ 6.3 to -59 @ 11.0 (y=12.011100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ O`. 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1][ O; 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0](100`: 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 01 -48 PLF @ 0.0 to -48 @ 6.3 L [y=12.0][1( 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.011 W. -48 PLF @ 0.0 to -48 @ 1.2 [y=10.011100; Brg.# 1 Vert.R= -183.9 # Hor.R= 74.8# Brg.# 2 Vert.R= -108.4 # Hor.R= -0.0# [MWFRS ASCE Perp/R++](OC 24 00][DF 1.60)(NM Reppetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ Oi 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1][ Oi -31 PLF @ 0.0 to -31 @ 6.3 L (y=12.0)(1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.11[ 01 -11 PLF @ 6.3 to -I1 @ 11.0 (y=12.0](1001 Brg.# 1 Vert.R= -104.7 # Hor.R= 48.8# Brg.# 2 Vert.R= -43.6 # Hor.R= -0.09 [MWFRS ASCE Perp/R+-](OC 24.00)[DF 1 6011NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[1001 10 PLF @ 0.0 to 10 @ 6.3 (y=15.11[ N. 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ O; -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O1 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ Oi -11 PLF @ 6.3 to 11 @ 11.0 [y=12.0][1001 Brg.# 1 Vert.R= 23.5 # Hor.R= 48.89 Brg.# 2 Vert.R= 75.8 # Hor.R= -0.00 [MWFRS ASCE Perp/R-+IJOC 24.00][DF 1 601[NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0][1001 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ Oi 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ Oi -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0)(1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ Ci 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ Ci -59 PLF @ 6.3 to -59 @ 11.0 (y=12.01(1001 Brg.# 1 Vert.R= -162.2 # Hor.R= 48.8# Brg.# 2 Vert.R= -_214.0 # Hor.R=- - -0.09.- [MWFRS ASCE Perp/R--]JOC 24.00)(DF 1.60)[NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0]11COi 10 PLF @ 0.0 to 10 @6.3 (y=15.11( 0 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11( Oi -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ Oi -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0)[1001 Brg.# 1 Vert.R= -34.0 # Hor.R= 4B.8# Brg.# 2 Vert.R= -94.6 # Hor.R= -0.0# [MWFRS ASCE Parl++][OC 24.00][DF 1.60)(NM 1] Reppetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ Oi 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1)[ Oi -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0)(1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0'[ 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0,( Oi -11 PLF @ 6.3 to -11 @ 11.0 (y=12.0)(1001 Brg.# 1 Vert.R= -1.1 # Hor.R= 16.89 Brg.# 2 Vert.R= -19.1 # Hor.R= -0.09 -------------------------------------------- [MWFRS ASCE Parl+-)[OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 6.3 (y=15.1][ Oi 10 PLF @ 6.3 to 10 @ 11.0 (y=15.11( Oi -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ Oi 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -11 PLF @ 6.3 to -11 @ 11.0 [y=12.01[1001 Brg.# 1 Vert.R= 127.0 # Hor.R= 16.8# Brg.# 2 Vert.R= 100.3 # Hor.R= -0.04 ---------------- IMWFRS ASCE Parl-+][OC 24.00J[DF 1.60][NM 1) Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 01] 10 PLF @ 6.3 to 10 @ 11.0 [yy=15.1J[ 0%] -59 PLF @ 0.0 to -59 @ 6.3 L [y=12.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0%] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ 0%] -59 PLF @ 6.3 to -59 @ 11.0 [y=12.01[100%] Brg.# 1 Vert.R= -299.6 # Hor.R= 91.30 Brg.# 2 Vert.R= -246.6 # Hor.R= -0.00 ---------------- (MWFRS ASCE Parl--1[OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 1y=10.01[100%j 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 0%] 10 PLF @ 6.3 to 10 @ 11.0 ( --15.1]j 0%) -59 PLF @ 0.0 to -59 @ 6.3 L [y=12.0][100%) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 11.0 [ -- 5.31[ 0%) -59 PLF @ 6.3 to -59 @ 11.0 1y=12.0][100%] Brg.# 1 Vert.R= -171.4 # Hor.R= 91.3# Brg.# 2 Vert.R= -127.2 If Hor.R= 0.0# [Md FRS ASCE PrpD/L++][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0)[100%] 31 PLF @ 0.0 to 31 @ 6.3 fy=15.1][ 0%) 30 PLF @ 6.3 to 30 @ 11.0 (y=15.11[ 0%] -13 PLF @ 1.3 to -13 @ 11.0 (y=:0.0)[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] -11 PLF @ 0.0 to -11 @ 6.3 L [p=12.0][100%) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 0%] 48 PLF @ 0.0 to 48 @ 1.2 (y=10.01[100%1 Brg.# 1 Vert.R= 260.9 # Hor.R= 16.8# Brg.# 2 Vert.R= 112.7 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-)[OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.01[100%1 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1][ 0%) 30 PLF @ 6.3 to 30 @ 11.0 [y=15.1]1 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 0%] -11 PLF @ 0.0 to -11 @ 6.3 L (g -12.0)[100%j 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01( 0%) 48 PLF @ 0.0 to 48 @ 1.2 1y=10.0][100%1 Brg.# 1 Vert.R= 389.0 # Hor.R= 16.8# Brg.# 2 Vert.R= 232.1 # Hor.R= -0.0# [KWFRS ASCE PrpD/L--][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 jy=12.01[100%] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1]( 0%) 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 0%] -48 PLF @ 0.0 to -48 @ 6.3 L (y=12.0)(100%] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0][ 0%] -48 PLF @ 0.0 to -48 @ 1.2[y=10.0)[100%] Brg.# 1 Vert.R= 12.0 # Hor.R= 74.80 Brg.# 2 Vert.R= 29.5 If Hor.R= -0.011 ------------- [MWFRS ASCE PrpD/R+-](OC 24.001IDF 1.60)[NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01(100%1 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1]1 0%) 30 PLF @ 6.3 to 30 @ 11.0 [ --15.1][ 0%I -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0](100%) 20 PLF @ 0.0 to 20 @ 1.2 jy= 5.0][ 0%] 20 PLF @ 1.3 to 20 @ 11.0 jy= 5.0)[ 0%) -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0](100%) Brg.# 1 Vert.R= 219.4 If Hor.R= 48.89 Brg.# 2 Vert.R= 213.6 If Hor.R= -0.0# [MWFRS ASCE PrpD/R--][OC 24.00][DF 1.6011NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(100%1 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1)1 0%1 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ OB1 -31 PLF @ 0.0 to -31 @ 6.3 L 1y=12.0)(1008) 20 PLF @ 0.0 to 20 @1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 0%] -59 PLF @ 6.3 to -59 @ 11.0 (y=12.0][100%] Brg.# 1 Vert.R= 162.0 # Hor.R= 48.80 Brg.# 2 Vert.R= 43.3 # Hor.R= 0.0# [MWFRS ASCE Pr1D+-][OC 24 00][DF 1.60][NM 1) Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1][ 0%] 30 PLF @ 6.3 to 30 @ 11.0 [yy=15.1]1 0%] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.01(100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 0%] -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0)[100%] Brg.# 1 Vert.R= 323.0 # Hor.R= 16.8# Brg.# 2 Vert.R= 238.2 If Hor.R= -0.0# [MWFRS ASCE PrDl--]JOC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100%] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 0%) 30 PLF @ 6.3 to 30 @ 11.0 [qq=15.1][ 0%] 6 -59 PLF @ 0.0 to -59 @ .3 L [y=12.0)[100%] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 0%] 20 PLF @ 1.3 to 20 @ 11.0 [ = 5.0]( 0%] -59 PLF @ 6.3 to -59 @ 11.0 �y-12.011100%1 Brg.# 1 Vert.R= 24.6 # Hor.R= 91.3# Brg.# 2 Vert.R= 10.7 # Hor.R= -0.01 ------------- [C6C ASCE Wind Lt -+][OC 24.0011DF 1.60)[NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][100%] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.1]( 0%j -39 PLF @ 0.0 to -39 @ 1.2 [y=10.01[100%1 10 PLF @ 3.0 to 10 @ 6.2 [y=15.111 0%] -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0](100%] 10 PLF @ 6.3 to 10 @ 9.3 [y=15.1)[ 0%] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.01(100%I 10 PLF @ 9.3 to 10 @ 11.0 [y=15.11[ 0%) -99 PLF @ 3.0 to -99 @ 6.3 L [y=12.0](100%) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 0%] 10 PLF @ 1.2 to 10 @ 11.0 [p= 5.0][ 0%) -97 PLF @ 9.3 to -97 @ 11.0 [y=12.01[100%] ------------ (C6C ASCE Wind Rt -+110C 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][100%] 10 PLF @ 0.0 to 10 @ 3.3 [y=15.11[ 0%] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[100%] 10 PLF @ 3.3 to 10 @ 6.2 [y=15.1][ 0%] -97 PLF @ 6.3 to -97 @ 8.0 `y=12.0](100%] 10 PLF @ 6.3 to 10 @ 8.0 [y=15.11[ 0%) -13 PLF @ 1.2 to -13 @ 11.0 [y=10.01(100%1 10 PLF @ 8.0 to 10 @ 11.0 [y=15.1]1 0%] -158 PLF @ 3.3 to -158 @ 6.3 L 1y=12.0][100%) 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0]( 0%] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 0%] -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0][100%] [C6C ASCE Wind Lt--j[0C 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L (y=11.2][100%] 10 PLF @ 0.0 to10 @ 3.0 [y-15.1][ 0%] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.01(100%) 10 PLF @ 3.0 to 10 @ 6.2 [y=15.11[ 0%] -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0)[100%1 10 PLF @ 6.3 to 10 @ 9.3 [y=15.11[ 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.011100%1 10 PLF @ 9.3 to 10 @ 11.0 [y=15.11[ 0%) -99 PLF @ 3.0 to -99 @ 6.3 L fp=12.0)(100%) 10 PLF @ 0.0 to 10 @ 1.2 [y= y. 0)[ 0%) 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.C)[ 0%) 97 PLF @ 9_3 to -_91-@-11.0 [y_12.0][100%] -- - [C6C ASCE Wind Rt --][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][100%] 10 PLF @ 0.0 to 10 @ 3.3 [y=15.111 0%] -13 PLF @ 0.0 to -13 @ 1.2 ly=10.01[103%) 10 PLF @ 3. 83 to 10 @ 6.2 [ =15.1)[ 0%) 6 -97 PLF @ .3 to -97 @ .0 �y=12.0](100%1 10 PLF @ 6.3 to 10 @ 8.0 [y=15.11[ 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[100%1 10 PLF @ 8.0 to 10 @ 11.0 [y=15.11[ 0%) -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.01[100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%) 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 0%) -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0][100%] [C6C ASCE Wind Rt-+D)[OC 24 001[DF 1 60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L (p=11.3)[100%] 31 PLF @ 0.0 to 31 @ 3.3 [y=15.1][ 0%] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][100%] 31 PLF @ 3.3 to 31 @ 6.2 [y=15.1][ 0%] -97 PLF @ 6.3 to -97 @ 8.0 [y=12.0][100%] 30 PLF @ 6.3 to 30 @ 8.0 [ =15.1][ 0%] -13 PLF @ 1.2 to -13 @ 11.0 y=10.0][100%1 30 PLF @ 8.0 to 30 @ 11.0[y=15.11[ 0%] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 20 PLF @ 1.2 to 20 @ 11.0 ly= 5.01[ 0%] -125 PLF @ 8.0 to -125 @ 11.0 [y=12.01[100%1 [C6C ASCE Wind Lt--D][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -158 PLF @ 0.0 to -15B @ 3.0 L [y=11.2][100%] 31 PLF @ 0.0 to 31 @ 3.0 [y=15.11[ 0%] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.311100%) 31 PLF @ 3.0 to 31 @ 6.2 [y=15.11[ 0%] -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0][100%) 30 PLF @ 6.3 to 30 @ 9.3 [y=15.11( 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[100%1 30 PLF @ 9.3 to 30 @ 11.0 [yy=15.11( 0%) -99 PLF @ 3.0 to -99 @ 6.3 L (y=12.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.C)I 0%] 20 PLF @ 1.2 to 20 @ 11.0 [= 5.0]1 0%] -97 PLF @ 9.3 to -97 @ 11.0 �y=12.0][100%1 [C6C ASCE Wind Rt--D][OC 24.00][DF 1 6C][NM 1) Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3]J100%] 31 PLF @ 0.0 to 31 @ 3.3 [y=15.11[ 0%1 -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][100%) 31 PLF @ 3.3 to 31 @ 6.2 (y=15.1]( 0%) -97 PLF @ 6.3 to -97 @ 8.0 [y=12.0)[100%1 30 PLF @ 6.3 to 30 @ 8.0 [y=15.11( 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][100%] 30 PLF @ 8.0 to 30 @ 11.0 [y=15.11[ 0%] -158 PLF @ 3.3 to -158 @ 6.3 L (y=12.011100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.2 to 20 @ 11.0[y= 5.01[ 0%] -125 PLF @ 8.0 to -125 @ 11.0 [y=12.01[100%] iml,-1 ooz 7) / Ab Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wird loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. =2X4(A1) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUI Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 plf at 4.25 TC- From 91 plf at 4.25 to 91 plf at 11.00 BC- From 20 plf at 0.00 to 20 plf at 11.00 TC- 92.89 Ib Conc. Load at 10.31 BC- 28.13 Ib Conc. Load at 10.31 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W1.5X4 S 2.50 [10] W3X4(R) 1.25R 2.00 [13] W3X5 S 3.00 930 10'3"12 8"4 —� 4'3" 6'9" =4X6 III 1.5X4 1113X4(R)[101 R=721# U=336# RL=62# W=8" (Rigid Surface) 9 R=628# U=307# 0 SEQ = 369025 PLT. TYP.-WAVE DESIGN CRIT=FBC2010RES/TPI-2D07FT/RT=20%(0%y1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 •WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.O "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. psf REF TC LL P ' Trusses require eNreme care in fabricating, handling, chipphnp, instatling and b -mV. Rafe, to and follow Ne latest edition of SCSI (Bustling Componera Safety Information, by TPI and WTCA) for safety DL 15.Opsf DATE 10-15-2015 preTC Unleioea prior b er loonaa, g chord llacli",a. B,slaA y anal lad str rat &h ry tasug per SCSI. unless Holed dnemiaa, lop wit ah.a Hoye prepery ancnee YrWmI aholna,g and broom wore 10.0psf �. -T'T /"1."p T7lA 1` LOPLID ahau have a pmpedy machad rigid oeirg: Loationa ar— for pero,--t lateral reatrairs urwWa have bradng Metaled SCSI B3. B7" 510, Apply to n« BC DL DRWG QUALITY TRUSS ahan per sedans as applicable. plates each of truss and ming.—ifim1 as shown above and on dre JaM Details, unless noted dnervnse. Refer to drawings p--2ts roup k d plate rwtibe re rrwyf. Buid g Carnponenls Group Inc, shoo nit be responsible for any Is.N, mn tram Ih¢ drawing, Bbradrgob�eNawaainpgnrarman�awdnANSIRPI,."r"nandrrg,.ngpirg,inetallali", A and w he dmNng a oo,+r papa Ihdrg ha dnwgg, hkleataa accept.— of profnalanal BC LL 0.0 p sf r TOT.LD. 55.Opsf O/A LEN. 11 TJ T.: (954) 97.5-3384 DUR.FAC. 1.25 JOB #: 15325 FAX: (954) 978-8980 mg1l ringreaport bIllyaolayf".daapnafmnin. The aWhWEty"use ofOft drawlrg 3633 -RX CENTRAL BLVD. far my id—turs h Bo rasponalmy of IM B Ad g Dnlgm, W ANSI/TPI 1 Sw.2. SPACING 24.0" COMN TYPE POMPANO BEACH, FL 33064 F"11p1p h,l: n seethis labs general Msspageand Mese websites: ITW BCG: wvw.ilwtcg.com; TPI: wwx.lpinaCorg; WTCA: wvea.abcintluslry.com; ICC: www.icuale.arg [ALPINE][FBC201ORes/TPI-2CO7][A6](15325/1) ITCLL 30.OHTCDL 15.0)[BCDL 10.01[BCLL 0.0](DF 1.25][OC 24.0)[NM 1)[SOFFIT 2.01 =====Bearings=== [X-Loc][React][Size] ===== [ 1.2511 721]( 148h)[0.67] [10.151[ 628][0.251 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 3 178 -266 0.03 0.18 0.21 1 4 SP #2 N 13B 3- 5 814 -860 0.00 0.17 0.17 26 4 SP -112 -N -13B 6- 8 911 -998 0.09 0.17 0.26 31 4 SP #2 N 13B B-10 917 -998 0.01 0.32 0.33 3 4 SP12-1-13B 1- 2 276 -149 0.00 0.08 0.08 3 4 SP #2 N l3B 2- 7 102 -243 0.03 0.08 0.10 3 4 SP12-N-13B 7- 9 806 -834 0.20 0.08 0.29 3 4 SP #2 N 13B 9-13 19 -15 0.00 0.10 0.11 3 4 SP #2 N 13B 11-12 507 -570 0.15 0.06 0.21 25 4 SP -#3-13B 0- 1 29 -15 = Plate Member =-_- PLATE MEMBER 4- 5 803 -815 =-=Fictious Member=- SP #2 N 13B 4- 6 917 -998 -_ =Fictious Member=- SP #2 N 13B 10-11 570 -507 - -=Fictious Member=- SP -93-13B 12-13 570 -507 -=-=Fictious Member=- SP -03-13B EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 2- 3 763 -648 0.23 24 4 SP #3 13B 4.00 3- 7 769 -701 0.29 1 4 SP #3 13B 30.33 4- 7 216 -133 0.06 26 4 SP -#3-13B 11.67 4- 9 231 -135 0.09 1 4 SP #3 13B 37.13 8- 9 373 -368 0.11 27 4 SP -#3-13B 11.67 9-10 1045 -963 0.40 3 4 SP #3-13B 37.13 (STD.AUTO.LOAD](OC 24.00][DF 1.251[NM 11 Repetitive Factors Used: No 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ Oil) 31 PLF @ 4.3 to 31 @ 11.0 (y=14.6] [ 09] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0]( 09] 21.13 3.41 Plywd 60 PLF @ 0.0 to 60 @ 4.3 [y=14.6][1009] 31.63 3.01 Plywd 60 PLF @ 4.3 to 60 @ 11.0 (y=14.6][1009] 40.50 0.01 Plywd 50.66 Lbs. @ 10.3, 14.6 Angle=270 40.50 -0.00 Plywd 15.34 Lbs. @ 10.3, 5.0 Angle=210 19.04 -0.74 Diaph 42.22 Lbs. @ 10.3, 14.6 Angle=210 32.00 -0.00 Diaph 12.79 Lbs. @ 10.3, 5.0 Angle=270 40.50 -0.00 Diaph Brg.# 1 Vert.R- 721.5 # Hor.R= -O.O# 40.50 -0.00 Diaph Brg.# 2 Vert.R= 619.7 # Hor.R= -0.09 11.67 -Bending Web_ 0.50 -Vert- ----- [FBC pass #2](OC 24.00)[DF 1.25](NM 11 0.00 -Vert- ----- Repetitive Factors Used: Yes 0.00 -Vert- ----- 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6)[ 09] 0.00 -Vert- ----- 31 PLF @ 4.3 to 31 @ 11.0 [y=14.6][ 09] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0)[ 09] 20 PLF @ 0.0 to 20 @ 11.0 ly- 5.0][1009] Brg.# 1 Vert.R= 455.7 If Hor.R= -0.0# Brg.# 2 Vert.R= 324.5 If NoI.R= -0.0# Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL 0 0.00 10.28 ---- ----- ---- ----- ---- 1 0.70 10.24 2X4(Al) 0.80 0.09 0.00 L/999 0.01 L/999 0.00 2 1.58 10.15 1.5X4[21 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 3 1.69 10.77 3X4 0.80 0.78 N 0.00 L/999 0.00 L/999 0.00 4 4.25 11.41 4X6 0.80 0.79 N 0.02 L/999 0.04 L/999 0.00 5 4.25 11.41 ---- ----- ---- ----- ---- 6 4.25 11.41 ---- ----- ---- ----- ---- 7 4.25 10.15 3X4 0.80 0.70 N 0.02 L/999 0.04 L/999 0.00 8 7.63 11.41 1.5X4 0.80 0.46 N 0.02 L/999 0.06 L/999 0.00 9 7.63 17.15 3X8 0.80 0.85 N 0.02 L/999 0.05 L/999 0.00 10 ll.CO 11.41 3X4(R)[10) 80 0.99 N 0.00 L/999 0.00 L/999 0.00 11 11.00 11.41 ---- ----- ---- ----- ---- 12 11.00 10.15 3X5[13) 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 13 11.00 10.15 ---- ----- ---- ----- ---- [Partial Unbal. Lt)[OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: No 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 091 31 PLF @ 4.3 to 31 @ 11.0 [y=14.61[ 091 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 09) dxT 60 PLF @ 1.6 to 60 @ 4.3 [y=14.61[10091 - 60 PLF @ 4.3 to 60 @ 11.0 [y=14.6][1009] 0.00 50.66 Lbs. @ 10.3, 14.6 Angle=270 0.00 15.34 Lbs. @ 10.3, 5.0 Angle=270 0.01 42.22 Lbs. @ 10.3, 14.6 Angle=210 0.01 12.79 Lbs. @ 10.3, 5.0 Angle=210 ---- Brg.# 1 Vert.R= 618.5 # Hor.R= -0.0# ---- Brg.# 2 Vert.R= 627.7 # Hor.R= -0.00 0.00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _______________ 0.00 [Partial Unbal. Rt][0C 24.00][DF 1.25](NM 11 0.01 Repetitive Factors Used: No 0.00 31 PLF @ 0.0 to 31 @ 4.3 ly=19.6][ 09] ---- 31 PLF @ 4.3 to 31 @ 11.0 (y=14.61( 09] 0.01 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01( 09] ---- 60 PLF @ 0.0 to60 @ 1.6 I -14.6][1009] 50.66 Lbs. @ 10.3, 14.6 Angle=210 15.34 Lbs. @ 10.3, 5.0 Angle=270 42.22 Lbs. @ 10.3, 14.6 Angle -270 12.79 Lbs. @ 10.3, 5.0 Angle=270 Brg.# 1 Vert.R= 439.0 # Hor.R= -0.01 Brg.# 2 Vert.R= 337.2 # Hor.R= -O.0# [MWFRS ASCE Perp/L++)(OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 (y=10.0](1009] 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ 09] -11 PLF @ 0.0 to -11 @ 4.2 L [y=11,5][1009] 10 PLF @ 4.3 to 10 @5.5 [y=14.6][ 09] 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ 09) -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[10091 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0][ 09] -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5][1009] 10 PLF @ 1.3 to10 @ 11.0 (y= 5.0]( 09] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1009] Brg.# 1 Vert.R= 59.4 # Hor.R= 11.40 Brg.# 2 Vert.R= -23.9 # Hor.R= -0.00 [MWFRS ASCE Perp/L+-](0C 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ 09] -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1009] 10 PLF @ 4.3 to 10 @5.5 [y=14.61[ 09] 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6][ 09] 13 PLF @ 1.3 to 13 @ 11,0 [y=10.0](10091 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 09) -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5][1009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.011 09] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5111009] Brg.# 1 Vert.R= 187.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 95.5 # Hor.R= -0.0# [MWFRS ASCE Perp/L-+][OC 24.00][DF 1 6C1[NM Repetitive Factors Used: Yes -48 PLF @ 0.1 to -48 @ 1.2 (y=10.0)(100; 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6]( Oi -48 PLF @ 0.0 to -48 @ 4.2 L [yy=11.5](1( 10 PLF @ 4.3 to 10 @ 5.5 [y=14.6)[ 01 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61( Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.);[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.31[ 01 -59 PLF @ 5.5 to -59 @ 11.0 [y=11.51[1001 10 PLF @ 1.3 to 10 @ 11.0 ly= 5.01[ 01 -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5)(1001 Brg.# 1 Vert.R= -325.1 # Hor.R= 50.6# Brg.# 2 Vert.R= -232.8 If Hor.R= -0.09 [MWFRS ASCE Perp/L--]IOC 24.001(DF 1 60)[NM Repetitive Factors Used: Yes -4B PLF @ 0.1 to -48 @ 1.2 1y=10.01[1001 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ Oi -48 PLF @ 0.0 to -4B @ 4.2 L [y=11.51[1( 10 PLF @ 4.3 to 10 @ 5.5 [y=14.6)[ 0; 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6][ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100i 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5][1001 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -59 PLF @ 4.3 to -59 @ 5.5 [y=11.51[1001 Brg.# 1 Vert.R= -196.9 # Hor.R= 50.6# Brg.# 2 Vert.R= -113.4 If Hor.R= 0.09 [MWFRS ASCE Perp/R++](OC 24 00](DF 1 60][NM Reppetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L 1y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.61[ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100i 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 01 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ Oi -11 PLF @ 5.5 to 11 @ 11.0 1y=11.5)[1001 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0]( C: 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01( 01 -11 PLF @ 4.3 to -11 @ 5.5 [y=11.51(1001 Brg.# 1 Vert.R= -82.5 # Hor.R= 33.1# Brg.# 2 Vert.R= -25.1 # Hor.R= 0.00 --------------- [MWFRS ASCE Perp/R+-110C 24.00][DF 1.60)(NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6)[ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[1001 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ Oi 10 PLF @ 5.5 to 10 @ 11.0 (y=14.6)[ 01 -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5)[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ Oi -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1001 Brg.# 1 Vert.R= 45.7 # Hor.R= 33.1# Brg.# 2 Vert.R= 94.3 # Hor.R= -O.C# ---------------------- [MWFRS ASCE Perp/R-+)[OC 24.00)[DF 1 60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.5111( 10 PLF @ 0.0 to 10 @ 4.2 (y=14.6)1 Oi -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)11001 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 01 10 PLF @ 5.5 to10 @ 11.0 [y=14.61[ 01 -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( Oi 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01( Oi -59 PLF @ 4.3 to -59 @ 5.5 (y=11.51(1001 Brg.# 1 Vert.R= -198.5 # Hor.R= 33.14 Big.# 2 Vert.R= -232.8 # Hor.R= 0.09 ------------------- (MWFRS ASCE Perp/R--][OC 24.00][DF 1 60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.61[ Oi 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 4.3 to 10 @ 5.5 [y=14.611 04 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6]1 01 -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5)[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 081 10 PLF @ 1.3 to 10 @ 11.0 (- 5.01[ 08] -59 PLF @ 4.3 to -59 @ 5.5 y=11.5][1008] Brg.# 1 Vert.R= -70.3 # Hor.R= 33.1# Brg.# 2 Vert.R= -113.4 # Hor.R= -0.0# [MWFRS ASCE Parl++)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5)[1008] 10 PLF @ 0.0 to 10 @4.2 [ y=14.6][ 08) -13 PLF @ 1.3 to -13 @ 11.0 1y=10.0][1008] 10 PLF @ 4.3 to 10 @5.5 [y=14.61[ 08) 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ 08] -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5][1008) 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.011 08] 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01[ 08] -11 PLF @ 4.3 to -11 @ 5.5[y=11.51[1008] Brg.# 1 Vert.R= -2.4 N Hor.R= 11.4# Brg.# 2 Vert.R= -18.4 # Hor.R= -0.0# ;MWFRS ASCE Par l+ -)IOC 24.001[DF 1.601[NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5]110081 10 PLF @ 0.0 to 10 @4.2 [y=14.611 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)[1008] 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 08] 10 PLF @ 5.5 to 10 @ 11.0 [=14.61[ 08] -11 PLF @ 5.5 to -11 @ 11.0 ry=11.5][1008) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ 08] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1008] Brg.# 1 Vert.R= 125.8 # Hor.R= 11.4# Brg.# 2 Vert.R= 101.0 # Hor.R= 0.0# ------------------ [MWFRS ASCE Part -+](OC 24 00][DF 1 60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L (y=11.5][1008] 10 PLF @ 0.0 to 10 @ 4.2 (y=14.61[ 08] -13 PLF @ 1.3 to -13@ 11.0 [y=10.01[10081 10 PLF @ 4.3 to 10 @ 5.5 (y=14.6][ 08] 10 PLF @ 5.5 to 10 @ 11.0 (y=14.6][ 08] -59 PLF @ 5.5 to -59@ 11.0 (y=11.51[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 (- 5.0]( 08) 5 -59 PLF @ 4.3 to -59 @ .5 [y=11.5)[1008] Brg.# 1 Vert.R= -304.7 # Hor.R= 61.89 Brg.# 2 Vert.R= -241.8 # Hor.R= -0.00 [MWFRS ASCE Parl--](OC 24.0011DF 1.60](NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L [y=11.5)[1008) 10 PLF @ 0.0 to 10 @ 4.2 [y=14.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 10 PLF @ 4.3 to 10 @ 5.5 (y=14.6]( 081 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6][ 08] -59 PLF @ 5.5 to -59 @ 11.0 `y=11.5](1008) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5][1008] Brq.N 1 Vert.R= -176.5 # Hor.R= 61.8# Brg.# 2 Vert.R= -122.4 # Hor.R= -0.0# [MWFRS ASCE PrpD/L++][OC 24.00][DF 1 60](NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48@ 1.2 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6][ 081 -11 PLF @ 0.0 to -11 @ 4.2 L J =11.5][1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61( 081 30 PLF @ 5.5 to 30 @ 11.0 (y=14.61( 08) -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)[1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] -I1 PLF @ 5.5 to -11 @ 11.0 [y=11.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.011 08] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1008] Brg.# 1 Vert.R= 254.6 # Hor.R= 11.40 Brg.# 2 Vert.R= 113.5 # Hor.R= 0.0# JMWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y-10.11100%) 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6]1 08) -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6][ 08] 30 PLF @ 5.5 to 30 @ 11.0 [y=14.6]( 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] -11 PLF @ 5.5 to -11 @ 11.0 1Y=11.5)[1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0]( 08] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.51[10081 Brg.# 1 Vert.R= 382.8 # Hor.R= 11.4# Brg.# 2 Vert.R= 232.9 # Hor.R= -0.04 [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -48 PLF @ 0.1 to -48 @ 1.2 (y=10.01110081 31 PLF @ 0.0 to 31 @ 4.2 [r14.61[ 08) -48 PLF @ 0.0 to -48 @ 4.2 L [y=11.5](1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61[ 08) 30 PLF @ 5.5 to 30 @ 11.0 [y=14.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 (= 5.0][ 08] -59 PLF @ 5.5 to -59 @ 11.0 ly=11.5)[1008) 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 081 -59 PLF @ 4.3 to -59 @ 5.5[y=11.5][1008] Brg.# 1 VeIt.R= -1.7 N Hor.R= 50.61 Brg.# 2 Vert.R= 24.0 # Hor.R= -0.0# (FIWFRS ASCE PrpD/R+-]IOC 24.0011DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [y=11.5][1008] 31 PLF @ 0.0 to 31 @ 4.2 (y=14.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 30 PLF @ 4.3 to 30 @ 5.5 1y=14.61[ 08] 30 PLF @ 5.5 to 30 @ 11.0 [y=14.6][ 08] -11 PLF @ 5.5 to -11 @ 11.0 1Y=11.51[10081 20 PLF @ 0.0 to 20 @1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1008] Brg.# 1 Vert.R= 240.9 # Hor.R= 33.1# Brg.# 2 Vert.R= 231.7 # Hor.R= 0.0# [MWFRS ASCE PrpD/R--)[OC 24.00)[DF 1.60][NM 11 Repetitive Factors Uscd: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [ =11.5]110081 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6][ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 4.3 to 30 @ 5.5 ly=14.61[ 08) 30 PLF @ 5.5 to 30 @ 11.0 1y=14.61[ 081 -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -59 PLF @ 4.3 to -59 @ 5.5ly=11.51[1008) Brg.# 1 Vert.R= 124.9 # Hor.R= 33.10 Brg.# 2 Vert.R= 24.0 # Hor.R= -0.0# ---------------- [MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1008] 31 PLF @ 0.0 to 31 @ 4.2 (y=14.6]1 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6][ 08] 30 PLF @ 5.5 to 30 @ 11.0 [p=14.6][ 08] -11 PLF @ 5.5 to -11 @ 11.0 `y=11.5](1008] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.01[ 081 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.011 081 -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1008] Brg.# 1 Vert.R= 321,0 # Hor.R= 11.4# Brg.# 2 Vert.R= 238.4 # Hor.R= -0.0# [MWFRS ASCE PrDl--)[OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L (y--11.5)(1008] 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6]1 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(10081 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6][ 08] 30 PLF @ 5.5 to 30 @ 11.0 [y=14.61[ 08] -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5](1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [q= 5.011 08] -59 PLF @ 4.3 to -59 @ 5.5 `y=11.5][1008] Brg.# 1 Vert.R= 18.7 # Hor.R= 61.8# Brq.# 2 Vert.R= 15.1 # Hor.R= -0.0# [C6C ASCE Wind Lt -+][OC 24.00)[DF 1.60](NM 1) Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=14.61[ 08] -39 PLF @ 0.1 to -39 @ 1.2 [y=10.0][1008] 10 PLF @ 3.0 to 10 @ 4.2 [y=14.61[ 0%) -125 PLF @ 4.3 to -125 @ 7.3 [y=11.5][1008] 10 PLF @ 4.3 to 10 @ 7.3 [ =14.61[ 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.01(1008) 10 PLF @ 7.3 to 10 @ 11.0 [y=14.61[ 08] -99 PLF @ 3.0 to -99 @ 4.2 L [y=11.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 08] 10 PLF @ 1.2 to 10 @ 11.0 (= 5.01[ 08] -97 PLF @ 7.3 to -97 @ 11.0 �y=11.5)[1008) [C6C ASCE Wind Rt -+]IOC 24 00]IDF 1.6011NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L [y=10.8)[1008] 10 PLF @ 0.0 to 10 @ 1.3 1y=14.6)( 08] 13 PLF @ 0.1 to 13 @ 1.2 1y=10.01[1008] 10 PLF @ 1.3 to 10 @ 4.2 (y=14.60[ 08] -97 PLF @ 4.3 to -97 @ 8.0 [y=11.5][1008] 10 PLF @ 4.3 to 10 @ 8.0 [q=14.61[ 081 -13 PLF @ 1.2 to -13 @ 11.0 Iy=10.01[10081 10 PLF @ 8.0 to 10 @ 11.0[y=14.6]( 08) -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.5](1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.C][ 081 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5][10081 [C6C ASCE Wind Lt --)[OC 29 001[DF 1.60][NM 1) Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=14.61[ 08] -65 PLF @ 0.1 to -65 @ 1.2(y 10.0][1008) 10 PLF @ 3.0 to 10 @ 4.2 1y=19.6]( 08] -125 PLF @ 4.3 to -125 @ 7.3 [y=11.5](10081 10 PLF @ 4.3 to 10 @ 7.3 ly=14.611 08) 13 PLF @ 1.2 to 13 @ 11.0 1y=10.0)[1008] 10 PLF @ 7.3 to 10 @ 11.0 1yy=14.6][ 08] 4 -99 PLF @ 3.0 to -99 @ .2 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] -97 PLF @ 7.3 to -97 @ 11.0 1Y=11.5][1008] [C6C ASCE Wind Rt --][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L [y-10.8][100%] 10 PLF @ 0.0 to 10 @ 1.3 ly=14.6)[ 08] -13 PLF @ 0.1 to -13 @ 1.2 [y=10.0][1008) 10 PLF @ 1.3 to 10 @ 4.2 [ =14.61[ 08] -97 PLF @ 4.3 to -97 @ 8.0 y=11.5][1008) 10 PLF @ 4.3 to 10 @ 8.0 [y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[10081 10 PLF @ 8.0 to 10 @ 11.0 [y=14.61[ 08] -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.01[ 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5][1008] (C6C ASCE Wind Rt-+D][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L [y-10.8][100%] 31 PLF @ 0.0 to 31 @ 1.3 (y=14.6]1 08] 13 PLF @ 0.1 to 13 @ 1.2 [y=10.0][1008[ 31 PLF @ 1.3 to 31 @ 4.2 11=14.6][ 08] -97 PLF @ 4,3 to -97 @ 8.0 y=11.5][1008] 30 PLF @ 4.3 to 30 @ 8.0 [ =14.6][ 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.0](10081 30 PLF @ 8.0 to 30 @ 11.0 [y=14.6]1 08] -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.51[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] 20 PLF @ 1.2 to 20 @ 11.0(y= 5.0)[ 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5][1008] (C6C ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2111008) 31 PLF @ 0.0 to 31 @ 3.0 (y-14.61[ 081 -65 PLF @ 0.1 to -65 @ 1.2 [y-10.0]11008] 31 PLF @ 3.0 to 31 @ 4.2 [y=14.61[ 08] -125 PLF @ 4.3 to -125 @ 7.3 [y=11.51[1008] 30 PLF @ 4.3 to 30 @ 7.3 [y=14.6][ 081 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01110081 30 PLF @ 7.3 to 30 @ 11.0 [yy=14.6][ 08] -99 PLF @ 3.0 to -99 @ 4.2 L (y=11.5](10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] -97 PLF @ 7.3 to -97 @ 11.0 (y=11.5)[1008] [C6C ASCE Wind Rt--D][OC 24.00][DF 1.601INM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 1.2 L [ =10.8][1008) 31 PLF @ 0.0 to 31 @ 1.3 [y=14.6][ 08] -13 PLF @ 0.1 to -13 @ 1.2 1y=10.0][1008] 31 PLF @ 1.3 to 31 @ 4.2 [y=14.6][ 08] -97 PLF @ 4.3 to -97 @ 3.0 [y=11.51[1008) 30 PLF @ 4.3 to 30 @ 8.0 1y=14.611 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[10081 30 PLF @ 8.0 to 30 @ 11.0(y=14.611 08] -158 PLF @ 1.2 to -158 @ 4.2 L Jy=11.5](1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 081 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0)[ 08) -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5][1008] [MWFRS.UPLIFT.LOAD)(OC 24.30](DF 1.60][NM 11 Repetitive Factors Used: No 10 PLF @ 0.0 to 10 @ 11.0 1y=14.6][ 081 10 PLF @ 0.0 to 10 @ 11.0 [y= 5.0]( 08] -71 PLF @ 0.0 to -71 @ 11.0 [y=14.6][10081 -55.59 Lbs. @ 10.3, 14.6 Angle=210 -21.60 Lbs. @ 10.3, 5.0 Angqle=270 Brg.# 1 Vert.R= -336.2 # Hor.R= -0.0# Brg.# 2 Vert.R= -307.0 # Hor.R= 0.0# JOD:(103Lb) / tyl Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B :Lt Wedge 2x4 SP_#3_13B::Rl Wedge 2x4 SP_#3_13B: Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 5'3" =4X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ` Bottom chord checked for 10.00 psf non -concurrent live load. 5-3- PLT. TYP.-WAVE FLORIDA QUAL= TRUSS TF.T..: (954) 97.5-3384 PAX: (954) 978-8980 3635 PARK CENTRAL BLVD. POMPANO BEACH, EL 33064 R=593# U=251# RL=27/-27# W=8" (Rigid Surface) DESIGN CRIT=FSC2010RES/TPI-71107 FT/RT=20%(0%y 1(0) Ttiaeeen —m —n .ow Die Weed edabl.l BCSI (E QTY= 3 TOTAL= 3 WINGI )DING THE INSTALLERS. "haew beuq nsteaad per BC51 sec.e,n BJ, e7 m eta, ee eppll E . Appy pales beach lace d bues"p.eilbn as eh.—above aro-the JON Delai$,.Nese noted ativwiae. Rale, b drawepe 1 SDA -2 fe,.blleard plata positions ITw Ew ,V Compaie,da Gang Inc. shat M be responsibe be, any devialbn from ala dr ing, y hill" to hued Nbus . s in NwVh ANSVTPI 1, a be, handing, ship,,M, nW4lion S.6 &I—s. A.NI on ft. dm.W4 b —,pp Noting lhe, dl *q, WWII,* aaeeptarna.f pbfe.alenel .nglm.dlp nallwalWty, solay fb the d-II;n.Mown. The subebilky and we of th dmMhp I..ny ld—1 .1. f nnpangAky of tln SuI&V D.ebmr per ANSVTPI 1 S.p.2. Far mon ird..edl n see dds 1W. genual -- page ark Iheae web "ilea: ITwBCG:_.itwbcg.wm; TPI: w Ip'uW.ory; WTCA: www.ebdnduslry.com; ICC. w I eefe.e,g R=593# U=251# W=8" (Rigid Surface) REV. 10.03.12.0410.00 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DLIR.FAC. 1.25 SPACING 24.0" SEQ = 369002 SCALE =0.7500 REF DATE 10-15-2015 DRWG O/A LEN. 100600 JOB #: 15325 TYPE COMN [ALPINE:(FBC201ORes/TPI-2007](B1)[15325/11 [TCLL 30.0](TCDL 15.0)[BCDL 10.0][BCLL 0.01[DF 1.25)[OC 24.01[NM 1)[SOFFIT 2.01 =====Bearings=== [x-Loc)[Reactl[Sizel ===== [ 1.25). 593][ 27h](0.671 [ 8.581[ 593][0.67] EndPts MaxTen MaxCc-.zp AXL BND CSI GLC S Grade Length Pitch 0- 3 417 -421 0.00 0.53 0.53 30 4 SP #2 N 13B 65.11 3.13 5- 8 417 -421 0.00 0.53 0.53 29 4 SP12-4-13B 65.11 -3.13 1- 2 332 -284 0.08 C.83 0.92 6 4 SP #2 N 13B 19.04 -0.74 2- 6 348 -305 0.09 0.87 0.95 6 4 SP -02 -N -13B 44.00 0.00 6- 7 348 -305 0.09 0.87 0.95 3 4 SP 92 N 13B 44.00 -0.00 7- 9 332 -284 0.08 0.83 0.92 3 4 SP #2 -N -13B 19.04 0.74 0- 1 459 -334 _ = Plate Member = _- PLATE MEMBER 0.50 -Vert- 8- 9 459 -334 _ = Plate Member = _ PLATE MEMBER 0.50 -Vert- 3- 4 420 -304 -=-=Fictious Member=-=- SP #2 N 13B 0.00 -Vert- 4- 5 420 -304 - -=Fictious Member=- SP=#2_N=13B 0.00 -Vert- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 4- 6 538 -312 0.16 29 4 SP -#3-13B 14.56 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) deflY(T) dxL 0 0.00 10.28 ---- ----- ---- ----- ---- 1 0.00 10.24 2X4(AI) 0.80 0.39 0.07 L/263 0.18 L/105 0.00 2 1.58 10.15 0.00 L/999 0.00 L/999 0.00 3 5.25 11.66 4X5 0.80 0.93 N 0.10 L/919 0.22 L/404 0.01 4 5.25 11.66 ---- ----- ---- ----- ---- 5 5.25 11.66 ---- ----- ---- ----- ---- 6 5.25 10.15 1.5X4 0.80 0.43 N 0.10 L/923 0.22 L/406 0.00 7 8.92 10.15 0.00 L/999 0.00 L/999 0.00 8 10.50 10.28 ---- ----- ---- ----- ---- 9 10.50 10.24 2X4(Al) 0.80 0.39 0.07 L/263 0.18 L/105 0.01 [STD.AUTO.LOAD][OC 24.00][DF 1.25](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 (y=14.8)[ 09] 31 PLF @ 5.3 to 31 @ 10.5 (y=14.81[ 09] Brace 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.01[ 09] Plywd 60 PLF @ 0.0 to 60 @ 5.3 [y=14.8)[1009) Plywd 60 PLF @ 5.3 to 60 @ 10.5 [y=14.8)[1009] Diaph Brg.# 1 Vert.R= 582.3 # Hor.R= 0.00 Diaph Brg.# 2 Vert.R= 582.3 # Hor.R= -0.0# Diaph =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-= Diaph [FBC pass 12)[OC 24.00][DF 1.25][NM 11 ----- Repetitive Factors Used: Yes ----- 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 09] ----- 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 09] ----- 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.011 09] 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.01[1009] Brg.# 1 Vert.R= 312.3 # Hor.R= 0.0# Brg.# 2 Vert.R= 372.3 # Hor.R=- - _0.0# - dxT (Partial Unbal. Lt][OC 24.001[DF 1.25](NM 1) ---- Repetitive Factors Used: Yes 0.00 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 091 0.00 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 09) 0.02 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0]1 09) ---- 60 PLF @ 1.6 to 60 @ 5.3 [y=14.81110091 ---- 60 PLF @ 5.3 to 60 @ 10.5 [y=14.8](1009] 0.00 Brg.# 1 Vert.R= 477.1 # Hor.R= 0.0# 0.01 Brg.# 2 Vert.R= - 592.6 # Hor.R=- - _0_00 - - - 0.02 [Partial Unbal. Rt)(DC 24.00)[DF 1.25](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 091 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8)[ 09) 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.0)[ 091 60 PLF @ 0.0 to 60 @ 1.6 [y=14.8][10091 Brg.# 1 Vert.R= 372.6 It Hor.R= 0.01 Brg.# 2 Vert.R= 257.1 # Hor.R= -0.04 [Partial Unbal. Ltl)[0C 24.00][DF 1.25](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81( 09) 31 PLF @ 5.3 to 31 @ 10.5 (y=14.81[ 09] 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0)[ 09) 60 PLF @ 8.9 to 60 @ 10.5 [y=14.81(1009] Brg.# 1 Vert.R= 257.1 # Hor.R= 0.09 Brg.# 2 Vert.R= - 312.6 # Hor.R= - _0_0# - - - (Partial Unbal. Rtl)[OC 24.001[DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8)[ 09] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 09) 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.01( 09] 60 PLF @ 0.0 to 60 @ 5.3 (y=14.8][1009] 60 PLF @ 5.3 to 60 @ 8.9 (y=14.81[10091 Brg.# 1 Vert.R= 592.6 # Hor.R= 0.00 Brg.# 2 Vert.R= - 477.1 # Hor.R=- - _0_0# - - - [MWFRS ASCE Perp/L++][OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 (y=10.01[10091 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8][ 09) 10 PLF @ 5.3 to 10 @ 10.5 [y=14.811 09] -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8]11009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10091 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.011 091 -31 PLF @ 5.3 to 31 @ 10.5 R [y=10.5][1009] 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0;[ 09] Brg.# 1 Vert.R= 48.7 # Hor.R= -26.9# Brg.# 2 Vert.R= -97.1 # Hor.R= 0.0# (MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PGF @ 1.3 to 13 @ 9.2 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8][ 09] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 09) -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8)[1009] 10 PLF @ 0.0 to 10 @ 1.2(y= 5.01[ Oi 48 PLF @ 0.0 to 48 @ 1.2 (y=1O.C)[lW 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0)[ 01 -31 PLF @ 5.3 to -31 @ 10.5 R [y=1C.51[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01[ 01 Brg.# 1 Vert.R= 150.2 # Hor.R= -26.99 Brg.# 2 Vert.R= 4.4 # Hor.R= -0.09 [MWFRS ASCE Perp/L-+],OC 29 00](DF 1.60)[NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0](1001 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8][ 01 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 01 -48 PLF @ 0.0 to -48 @ 5.3 L [y=11.8)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( O; -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1001 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.01( 01 -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5](1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01( 01 Brg.# 1 Vert.R= -247.7 # Hor.R= 21.89 Brg.# 2 Vert.R= -115.3 # Hor.R= 0.0# (MWFRS ASCE Perp/L--][OC 24.00][DF 1.60](NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0)[1001 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8)( Oi 10 PLF @ 5.3 to 10 @ 10.5 (y=14.81( 0; -48 PLF @ 0.0 to -48 @ 5.3 L (y=11.8]11( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]1 01 -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0111001 10 PLF @ 1.3 to 10 @ 9.2 (y= 5.01[ Oi -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5)[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0)[ 01 Brg.# 1 Vert.R= -146.1 # Hor.R= 21.80 Brg.# 2 Vert.R= -13.7 # Hor.R= 0.0# -------------------------------------------- [MWFRS ASCE Perp/R++][OC 24 00](DF 1 60][NM Reppetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8)[1( 10 PLF @ 0.0 to 10 @5.3 [y=14.8]( 0; 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8][ 01 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 9.2 (y= 5.01[ 01 -11 PLF @ 5.3 to -11 @ IC.5 R [y=10.5)[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01[ 0; -13 PLF @ 1.3 to -13 @ 9.2 [y=10.01[1001 Brg.# 1 Vert.R= -97.1 # Hor.R= 26.9# Brq.# 2 Vert.R= 48.7 # Hor.R= 0.0# [MWFRS ASCE Perp/R+-](OC 24.00](DF 1.60)[NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8)[ 01 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8)[ Oi 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0)(1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.01[ 01 -11 PLF @ 5.3 to -11 @ 10.5 R (y=10.5][1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 01 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0;[100; Brg.# 1 Vert.R= 4.5 # Hor.R= 26.9# Brq.# 2 Vert.R= - 150.2 # Hor.R=- - _0 O# - (MWFRS ASCE Perp/R-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81( 01 10 PLF @ 5.3 to 10 @ 10.5 [y=14.811 01 -48 PLF @ 9.3 to -48 @ 10.5 (y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0)[ 01 -48 PLF @ 5.3 to -48 @ 10.5 R [y=10.51[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.011 01 -13 PLF @ 1.3 to -13 @ 9.2 (y=10.01[1001 Brg.# 1 Vert.R= -115.3 # Hor.R= -21.89 Brg.# 2 Vert.R= -247.7 # Hor.R= 0.00 -------------------------- [MWFRS ASCE Perp/R--)[OC 29 00)[DF 1.60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.81[1( 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8][ 01 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8][ 08] -48 PLF @ 9.3 to -48 @ 10.5 1Y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.9)[ 08] 10 PLF @1.3 to 10 @ 9.2 [y= 5.0 ( 08] -48 PLF @ 5.3 to -48 @ 10.5 R [yy=10.5][1008] 10 PLF @ 9.3 to 10 @ 10.5 ly= 5. C][ 08] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.C][10081 Brg.# 1 Vert.R= -13.7 # Hor.R= -21.89 Brg.# 2 Vert.R= -146.1 # Hor.R= 0.0# ------------ [MWFRS ASCE Parl++][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8][1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8]1 08] 10 PLF @ 5.3 to 10 @ 10.5 [yy=14.8][ 08] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 9.2 t 5.0][ 08] -13 PLF @ 1.3 to -13 @ 9.2 1Y=10.0](1008] 10 PLF @ 9.3 to 10@ 10.5 [yy= 5.0)[ 08] Brg.# 1 Vert.R= -0.5 # Ror.R= -0.0# Brg.# 2 Vert.R= -0.5 # Hor.R= 0.011 [MWFRS ASCE Parl+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8][1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8][ 08] 10 PLF @ 5.3 to10 @ 10.5 [yy=14.8]1 08] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 081 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[10081 10 PLF @ 9.3 to 10@ 10.5 [yY= 5.0][ 081 Brg.# 1 Vert.R= 101.1 # Hor.R= 0.0# Brg # 2 Vert.R= - 101_1 # Hor.R=- - -0.0# - - - [MWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L [y=11.8][1008] 10 PLF @ 0.0 to 105.3 [y=14.81[ 08] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 08] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.011 08] 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0][ 08] -13 PLF @ 1.3 to -13 @ 9.2 [y=10.01[10081 10 PLF @ 9.3 to 10 @ 10.5 (y= 5.0][ 08] Brg.# 1 Vert.R= -250.6 # Hor.R= -0.0# Brg.# 2 Vert.R= -250.6 # Hor.R= 0.0# (MWFRS ASCE Parl--)[OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L [y=11.8][1008) 10 PLF @ 0.0 to 10 @5.3 [y=14.8]1 08] 10 PLF @ 5.3 to 10 @ 10.5 1y=14.8]( 08] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 081 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0)[ 08] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[1008] 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0]( 08) Brg.# 1 Vert.R= -149.0 # Hor.R= -0.0# Brg.# 2 Vert.R= -_149.0 # Hor.R=- - 0_0# - - - [MWFRS ASCE PrpD/L++][OC 24.001[DF 1.60)[NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 5.3 (y=14.8][ 08] 31 PLF @ 5.3 to 31 @ 10.5 (y=14.81[ 08] -11 PLF ? 0.0 to -11 @ 5.3 L (yy=11.8][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 081 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 20 PLF @ 1.3 to 20 @ 9.2 [yy= 5.01[ 08] -31 PLF ? 5.3 to -31 @ 10.5 R [y=10.5][1008] 20 PLF @ 9.3 to 20 @ 10.5 I9Y5.0][ 08] Brg.# 1 Vert.R= 209.4 # HorT -26.9# Brg.# 2 Jert.R= 63.6 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24.00)[DF 1 60)(NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8]( 08] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 08) 5 -11 PLF @ 0.0 to -11 @ .3 y [y=11.8111008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.011 08) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 20 PLF @ 1.3 to 20 @ 9.2 TIM][ 08] -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][1008] 20 PLF @ 9.3 to 20 @ 10.5 l Y= 5.0)[ 081 Brq.# 1 Vert.R= 311.0 # Hor.R= -26.9# Brg.# 2 Vert.R= 165.2 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--][OC 24 00]IDF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0](1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 08] 31 PLF @ 5.3 to 31 @ 10.5 [y--14.8][ 08] -48 PLF @ 0.0 to -48 @ 5.3 L [y=11.8111008] 20 PLF @ 0.0 to 20 @ 1.2 [p= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 1.2 1y=10.0][1008] 20 PLF @ 1.3 to 20 @ 9.2 (y= 5.01[ 08) -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][1008] 20 PLF @ 9.3 to 20 @ 10.5 (y= 5.0)( 08) Brg.# 1 Vert.R= 14.6 # Hor.R= 21.80 Brg.# 2 Vert.R= 147.0 # Hor.R= -0.0# (MWFRS ASCE PrpD/R++](OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1008] 31 PLF @ 0.0 to 31 @ 5.3 1y=14.31[ 081 31 PLF @ 5.3 to 31 @ 10.5 (y=14.81[ 08] 48 PLF @ 9,3 to 48 @ 10.5 [y=10.9111008) 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 081 20 PLF @ 1.3 to 20 @ 9.2 (yy= 5.01[ 08] -11 PLF @ 5.3 to -11 @ 10.5 A [y=10.51[1008] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0]( 08] -13 PLF @ 1.3 to -13 @ 9.21y=10.0]11008) Brg.# 1 Vert.R= 63.6 # Hor.R= 26.90 Brg.# 2 Vert.R= 209.4 # Hor.R= -0.00 [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.601[NM 11 Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 08] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 08] 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 081 -11 PLF @ 5.3 to -11 @ 10.5 R [y9=10.5][1008] 20 PLF @ 9.3 to 20 @ 10.5 (y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01(10081 Brg.# 1 Vert.R= 165.2 # Hor.R= 26.9# Brg.# 2 Vert.R= 311.0 # Hor.R= -0.0# [MWFRS ASCE PrpD/R--)[OC 24.00][DF 1 6C][NM 1) Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8][1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8]1 08] 31 PLF @ 5.3 to 31 @ 10.5 (y=14.81[ 08] -48 PLF @ 9.3 to -48 @ 10.5 [y=10.01[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 08] -48 PLF @ 5.3 to -48 @ 10.5 R [y=10.5][1008] 20 PLF @ 9.3 to 20 @ 10.5 (y= 5.011 08) 13 PLF @ 1.3 to 13 @ 9.2 fy=10.0][1008] Brg.# 1 Vert.R- 147.0 # Hor.R= -21.8# Brg.# 2 Vert.R= 14.6 # Hor.R= -0.0# [MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.81[10081 31 PLF @ 0.0 to 31 @ 5.3 [y=14.B]( 08) 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 08] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 081 13 PLF @ 1.3 to 13@ 9.2 1y=10.01110081 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0][ 08] Brg.# 1 Vert.R= 261.8 # Hor.R= 0.0# Brg.# 2 Vert.R= 261.8 # Hor.R= -0.0# (MWFRS ASCE PrDl--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L [y=11.8][1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 08] 31 PLF @ 5.3 to 31 @ 10.5 1y=14.81[ 08] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5.1[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08) 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0][ 081 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[10081 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01(08) Brg.# 1 Vert.R= 11.7 # Hor.R= -0.0# Brg.# 2 Vert.R= 11.7 # Hor.R= 0.0# [C&C ASCE Wind Lt -+)[OC 24.001[DF 1.60][NM 1) Repetitive Factors Used: Yes -41 PLF @ 0.0 to -41 @ 1.2 [y=10.0]110081 10 PLF @ 0.0 to 10 @ 3.0 [y=14.81[ 081 -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.01[10081 10 PLF @ 3.0 to 10 @ 5.2 [y=14.8][ 08] -13 PLF @ 1.2 to -13 @ 9.2 (y=10.0]11008] 10 PLF @ 5.3 to 10 @ 8.3 [y=14.8][ 081 -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.81[10081 10 PLF @ B.3 to 10 @ 10.5 [y=14.8][ 081 13 PLF @ 9.2 to 13 @ 10.5 [y=10.01[008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5](1008] 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.0][ 08] 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0)[ 08] -159 PLF @ 0.0 to -159 @ 3.0 L (y=11.2)[1008] [C&C ASCE Wind Rt -+](OC 24 00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0 1100%) 10 PLF @ 0.0 to 10 @ 2.3 (y=19.81[ 08] -100 PLF @ 5.3 to -100 @ 7.5 R [y=11.2][1008] 10 PLF @ 2.3 to 10 @ 5.2 (y=14.8]1 08] -13 PLF @ 1.2 to -13 @ 9.2 [y=10.0)[1008) 10 PLF @ 5.3 to 10 @ 7.5 [y=14.81[ 081 -159 PLF @ 2.3 to -159 @ 5.3 L 1y=11.81[1008] 10 PLF @ 7.5 to 10 @ 10.5 [y=14.81[ 08] -41 PLF @ 9.2 to -41 @ 10.5 =Y=10.0](1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5][1008] 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.0][ 08] 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0)[ 08] -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.0][1008] 1C&C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -66 PLF @ 0.0 to -66 @ 1.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 3.0 (y=14.8]( 08] -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.01(10081 10 PLF @ 3.0 to 10 @ 5.2 [y=14.81[ 08] 13 PLF @ 1.2 to 13 @ 9.2 [y=10.0)[1008] 10 PLF @ 5.3 to 10 @ 8.3 [y=14.81[ 08] -100 PLF @ 3.0 to -100 @ 5.3 L (y=11.8][1008] 10 PLF @ 8.3 to 10 @ 10.5 [y=14.811 081 -13 PLF @ 9.2 to -13 @ 10.5 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5](10081 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.0]1 08] 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.01[ 08] -159 PLF @ 0.0 to -159 @ 3.0 L (y=11.21[10081 ------------------- [C&C ASCE Wind Rt --](OC 24.00)[DF 1.60](NM 11 Reppetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 2.3 [y=14.8][ 08] -100 PLF @ 5.3 to -100 @ 7.5 R 1y=11.2)[1008] 10 PLF @ 2.3 to 10 @ 5.2 [y=14.81[ 08] 13 PLF @ 1.2 to 13 @ 9.2 [y=10.01[10081 10 PLF @ 5.3 to 10 @ 7.5 (y=14.81[ 08] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8][1008] 10 PLF @ 7.5 to 10 @ 10.5 [y=14.81[ 08] -66 PLF @ 9.2 to -66 @ 10.5 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5][10081 10 PLF @ 1.2 to 10 @ 9.2 (y= 5.011 08] 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0][ 08] -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.0][1008] [C&C ASCE Wind Lt-+D][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes -41 PLF @ 0.0 to -41 @ 1.2 [y=10.0]110081 31 PLF @ 0.0 to 31 @ 3.0 1y=14.8]( 081 -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.01(10081 31 PLF @ 3.0 to 31 @ 5.2 [y=14.8]1 08] -13 PLF @ 1.2 to -13 @ 9.2 (y=10.01[10081 31 PLF @ 5.3 to 31 @ 8.3 (y=14.811 08] -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.8](1008] 31 PLF @ 8.3 to 31 @ 10.5 [y=14.81( 081 13 PLF @ 9.2 to 13 @ 10.5 [y=10.0](1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.011 08] -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5][1008] 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.0)[ 0%] 20 PLF @ 9.2 to 20 @ 10.5 [y= 5.0)[ 0%] -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.2)[1008) [C&C ASCE Wind Rt-+D)[OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 2.3 [y=14.8)[ 08] -100 PLF @ 5.3 to -100 @ 1.5 R [y=11.2][10081 31 PLF @ 2.3 to 31 @ 5.2 (y=14.8]1 081 -13 PLF @ 1.2 to -13 @ 9.2 [y=10.01[10081 31 PLF @ 5.3 to 31 @ 1.5 (y=14.8][ 08] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8)[1008] 31 PLF @ 7.5 to 31 @ 10.5 (y=14.81( 08] -41 PLF @ 9.2 to -41 @ 10.5 [y=10.3111008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01f 08] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.51110081 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.3;[ 08] 20 PLF @ 9.2 to 20 @ 10.5 [y= 5.311 08] -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.0][1008] [C&C ASCE Wind Lt--D][OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -66 FLF @ 0.0 to -66 @ 1.2 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 3.0 [y=14.81[ 08) -159 PLF @ 5.3 to -159 @ 8.2 R[y=11.0][10081 31 PLF @ 3.0 to 31 @ 5.2 [y=14.81[ 08) 13 PLF @ 1.2 to 13 @ 9.2 [y=10.01[1008) 31 PLF @ 5.3 to 31 @ 8.3 [y=14.8][ 08] -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.81[10081 31 PLF @ 8.3 to 31 @ 10.5 [q=14.8]1 08] -13 PLF @ 9.2 to -13 @ 13.5 `y=10.01(10081 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08) -100 PLF @ 8.2 to -100 @ 10.5 R (y=10.5)(1008) 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.0][ 08) 20 PLF @ 9.2 to 20 @ 10.5[y= 5.01[ 08] -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.2](1008] [C&C ASCE Wind Rt--D](OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01(1008] 31 PLF @ 0.0 to 31 @ 2.3 (y=14.8][ 08) -100 PLF @ 5.3 to -100 @ 7.5 R [y=11.2)[1008) 31 PLF @ 2.3 to 31 @ 5.2 [y=14.81[ 081 13 PLF @ 1.2 to 13 @ 9.2 1y=10.01[10081 31 PLF @ 5.3 to 31 @ 7.5 [y=14.8][ 08] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8][1008] 31 PLF @ 7.5 to 31 @ 10.5 [y=14.8][ 08] -66 PLF @ 9.2 to -66 @ 13.5 [y=10.0]11008] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.01[ 08) -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5](1008) 20 PLF @ 1.2 to 20 @ 9.2 [y= 5.0)[ 08) 20 PLF @ 9.2 to 20 @ 10.5 [y= 5.0)[ 08] -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.01(lOCB] IOD:(l5 iL5) / JJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 N 13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP_#3_136 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE ( 4) W1.5X4 S 2.25 -2X4(Al) PLT. TYP.-WAVE 2'6"4 -n'# U=56# NAILED FLORIDA QUALITY TRUSS r TEL: (954) 975-3384 PAX: (954) 978-8980 3635 PARK CVT 11, BLVD. POMPANO BEACH, FL 33064 DESIGN CRIT"FBC2010RESTrPi.2007 FT/RT=20%(D%y 1(0) QTY= 4 TOTAL= 4 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truax "Tube mama Pun Box the bled edmn of SCSI and 0.1 have • properly atbded ripfd nig. L.arzlians ehwm for permanent lateral —taint of webs shad haw brae V trWaled par SCSI section B3, B7 or B10, as applmh . Appy plain to ash ice of buss and posalan as 0—m above nal on Be Joint Detain. utas noted ollenwe. RNar to draMn a 160A -Z for sbralard play Positions ITW &idrp Comperenls Gnnp Inc. 6W not be respmsible b M' dMiion born tis dravnng, my fa ura b hid the Neo in eonbmenee wih ANSI rPI 1, or for lwndl'vp, shgpirp, iataaabnn a help or btesa. A seal on Sh dmwbV or cover peg. hip Vila draWlp, kdala aooaphnoa of prdas4nal arpbeadrp napaneRely e*y for IN, daalprt a#-- Th. a bblity and m or ft th at for any W..h.la ge raparoW arde Stidrp Daaipner par ANSVrPI 1 Sao.2. For mora information see Nb lob's general nota Page and Nese web uta. mNBCG:—bbcp-oom; TPI: —tIanst-g; WTCA: www.abdr4Loo" . ICC: exx.icoaefe.arp =42# U=22# NAILED SEQ = 369018 REV. 10.03.12.0410.00 SCALE =1.0000 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 40300 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE EJACK -48 ELF @ 0.0 to -48 @ 1.2 Iy=10.0)(1001 [ALPINE)[FBC201ORes/TPI-2001](J3)[l5325/1) 10 ELF @ 1.3 to 10 @ 4.2 [y= 5.01[ Oi [TCLL 30,01[TCDL 15.01(BCDL 10.0][BCLL 0.0)[DF 1.25][OC 24,01[NM 1](SOFFIT 2.0) -48 ELF @ 0.0 to -48 @ 4.3 L 1y=11.51[1( Brg.# 1 Vert.R= -145.6 # Hor.R= 50.1# Brg.# 2 Vert.R= 37,8 # Hor.R= -0.09 [STD.AUTO.LOAD)[OC 24.00][DF 1.25)(NM 1) Brg.# 3 Vert.R= -30.5 # Hor.R= -0.09 =====Bearings=== [X-Loc)[React)[Sizel =___= Repetitive Factors Used: Yes _ _ _ _ _ _ _ __________________-_-_-_-_-_- 1.25)[ 3971( 174h](0.671 [ 4.25)[ 67](0.131 ( 4.25][ 93][0.131 31 ELF @ 0.0 to 31 @ 4.3 [y=14.61[ 0%] (MWFRS ASCE Perp/R++][OC 24.00] [DF 1.60J1NM 20 ELF @ 0.0 to 20 @ 4.2 [y= 5.01[ 0%] Repetitive Factors Used: Yes 60 ELF @ 0.0 to 60 @ 4.3 [y=14,6)[10081 10 ELF @ 0.0 to 10 @ 4.3 [y=14.6][ Os EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace Brg.# 1 Vert.R= 397.4 # Hor.R= -0.00 -31 ELF @ 0.0 to -31 @ 4.3 L [y=11.51(1( 0- 2 51 -189 0.00 0.28 0.28 26 4 SP #2 N 13B 21.57 3.41 Plywd Brg.# 2 Vert.R= -1.7 # Hor.R= -0.00 10 ELF @ 0.0 to 10 @ 1.2 [y= 5.0][ C' 2- 6 23 -65 0.00 0.31 0.31 26 4 SP #2 N 13B 31.18 3.00 Plywd Brg.# 3 Vert.R= 74.1 # Hor.R= -0.09 10 ELF @ 1.3 to 10 @ 4.2 [y= 5.011 03 1- 4 196 -17 0.00 0.17 0.17 26 4 SP12-1i13B 20.78 -0.67 Diaph ===== ----- -13 ELF @ 1.3 to -13 @ 4.2 [y=10.01[1001 4- 7 0 -0 0.00 0.17 0.17 26 4 SP #2 N 13B 30.25 -0.00 Diaph [FBC pass #2](OC 24.00)[DF 1.25][NM 11 Brg.# 1 Vert.R= -51.0 # Hor.R= 33.1# 3- 5 553 -293 0.16 0.03 0.19 26 4 SP13-13B 4.00 -Bending Web- Repetitive Factors Used: Yes Brg.# 2 Vert.R= -6.3 # Hor.R= -0.0# 0- 1 23 -27 -_-= Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- 31 ELF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%] Brg.# 3 Vert.R= -26.9 # Hor.R= -0.0# 2- 3 293 -553 - -=Fictious Member=- SP #3 13B 0.00 -Vert- ----- 20 ELF @ 0.0 to 20 @ 4.3 [y= 5.0)[ 0%] ---------------------------------------= -- 4- 5 553 -293 -=-=Fictious Member=- SP -_#3-13B 0.00 -Vert- ----- 20 ELF @ 0.0 to 20 @ 4.3 [y= 5.0]1100%] [MWFRS ASCE Perp/R+-)[OC 24.00](DF 1.60)[NM Brg,# 1 Vert.R= 254.1 # Hor.R= 0.0# Reppetitive Factors Used: Yes EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Brg.# 2 Vert.R= 28.1 # Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 4.3 (y=14.6)[ Oi Brg.# 3 Vert.R= 19.2 # Hor.R= -0.09 -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5)[1( Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ Oi 0 0.00 10.28 ---- ----- ---- ----- ---- ---- (Partial Unbal. Lt)[OC 24.00][DF 1.25](NM 11 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.01[ 01 1 0.00 10.24 2X4(A1) 0.80 0.03 0.02 L/999 0.06 L/366 0.00 0.00 Reppetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0)(1001 2 1.73 10.78 1.5X4 0.80 0.39 N 0.00 L/999 0.00 L/999 0.01 0.01 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 0%] Brg.# 1 Vert.R= -5.6 # Hor.R= 33.1# 3 1.73 10.78 ---- ----- ---- ----- ---- ---- 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.0][ 0%) Brg.# 2 Vert.R= 22.7 # Hor.R= -0.0# 4 1.73 10.15 1.5X4[4] 0.80 0.99 N 0.00 L/999 0,00 L/999 0.00 0.00 60 PLF @ 1.6 to 60 @ 4.3 [y=14.6][100%] Brg.# 3 Vert.R= -25.1 # Hor.R= -0.0# 5 1.73 10.15 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 267.0 # Hor.R= 0.0# -_-_-_-_-_-_-_ ---------------- 6 6 4.25 11.41 0.00 L/999 0.00 L/999 0.01 0.01 Brg.# 2 Vert.R= 14.8 # Hor.R= -0.09 [MWFRS ASCE Perp/R-+][OC 24.00)[DF 1.60)[NM 7 4.25 10.15 0.00 L/999 0.00 L/999 0.00 0,00 Brg.# 3 Vert.R= 92.9 # Hor.R= -0.0# Repetitive Factors Used: Yes 10 PLF@ 0.0 to 10@ 4.3[Y=14.6][ 03 [Partial Unbal. Rtl[OC 24.00][DF 1.25][NM 11 -31 PLF @ 0.0 to -31 @ 4.3 L 1y=11.51[1( Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 03 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%) 10 PLF @ 1.3 to 10 @ 4.2 (y= 5.0)( 03 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.0)[ 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0)11001 60 PLF @ 0.0 to 60 @ 1.6 [y=14.6)[100%] Brg.# 1 Vert.R= -51.0 # Hor.R= 33.1# Brg.# 1 Vert.R= 312.1 # Hor.R= -0.0# Brg.# 2 Vert.R= -6.3 # Hor.R= -0.0# Brg.# 2 Vert.R= -7.0 # Hor.R= -0.0# Brg.# 3 Vert.R= -26.9 # Hor.R= -0.0# Brg.# 3 Vert.R= 4.0 # Hor.R= -0.01 ======== ------------- -------------- [MWFRS ASCE Perp/R--][OC 24.00][DF 1.60)[NM [MWFRS ASCE Perp/L++](OC 24.00)(DF 1.601[NM 11 Repetitive Factors Used: Yes Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 (y=14.61[ Oi 10 PLF @ 0.0 to 10 @ 4.3 (y=14.61( 0%) -31 PLF @ 0.0 to -31 @ 4.3 L (y=11.5)[1( -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.01[ 01 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[100%) 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0111001 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)( 0%) Brg.# 1 Vert.R= -5.6 # Hor.R= 33.11 -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5)(100%) Brg.# 2 Vert.R= 22.7 # Hor.R= -0.09 Brg.# 1 Vert.R= 101.6 # Hor.R= 11.4# Brg.# 3 Vert.R= -25.1 # Hor.R= -0.00 Brg.# 2 Vert.R= -21.6 # Hor.R= -0.0# Brg.# 3 Vert.R= -17.3 # Hor.R= 0.0# [MWFRS ASCE Parl++)[OC 24.00][DF 1.60)[NM 11 ---------------- ----- RepetitiveFactors Used: pO Yes [MWFRS ASCE Perp/L+-](OC 24.00][DF 1.60);NM 1] PLF @ 0.0 to 10 @ 4.3 (y=14.611 03 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.3 L 1y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 0%) 1C PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ Oi 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0)[100%) 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)[ 01 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01[1001 48 PLF @ 0.0 to 48 @ 1.2 (y=10.0)[100%] Brg.# 1 Vert.R= 15.4 # Hor.R= 11.4# 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0]( 0%] Brg.# 2 Vert.R= -7.4 # Hor.R= -0.0# -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][100%1 Brg.# 3 Vert.R= -5.2 # Hor.R= -0.00 Brg.# 1 Vert.R= 146.9 # Hor.R= 11.4# Brg.# 2 Vert.R= 7.4 # Hor.R= -0.01 [MWFRS ASCE Parl+-](OC 24.001(DF 1.60](NM 11 Brg.# 3 Vert.R= -15.5 # Hor.R= -0.01 Repetitive Factors Used: Yes _______________ 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 01 [MWFRS ASCE Perp/L-+][OC 24.00](DF 1.60)[NM 11 -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5](1( Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6]1 0%] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0]( 03 -13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%1 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][1003 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] Brg.# 1 Vert.R= 60.7 # Hor.R= 11.40 -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][100%] Brg.# 2 Vert.R= 21.6 # Hor.R= -0.00 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0]( 0%] Brg.# 3 Vert.R= -3.4 # Hor.R= -0.01 -48 PLF @ 0.0 to -48 @ 4.3 L [y=11.51[100%] Brg.# 1 Vert.R= -190.9 # Hor.R= 50.7# (MWFRS ASCE Parl-+)[OC 24.00](DF 1 60)[NM 1) Brg.# 2 Vert.R= 8:7 # Hor.R= -0.0# Repetitive Factors Used: Yes Brg.# 3 Vert.R= -32.3 # Hor.R= -0.09 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 01 -59 PLF @ 0.0 to -59 @ 4.3 L [Y=11.51[1( (MWFRS ASCE Perp/L--)[OC 24.00)[DF 1.60](NM 11 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0; Repetitive Factors Used: Yes 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)[ 01 • 10 PLF @ 0.0 to 10 @ 4.3 (y=14.61( 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0](1001 13 PLF @ 1.3 to 13 @ 4.2 (y=10.01(100%1 Brg.# 1 Vert.R= -138.9 # Hor.R= 61.94 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] Brg.# 2 Vert.R= -4.9 0 Hor.R= -0,0# Brg.# 3 Vert.R= -55.6 # Hor.R= -0.011 (MdFRS ASCE Parl--][OC 24.00](DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10@ 4.3 [yy=14.61[ 08] -59 PLF @ 0.0 to -59 @ 4.3 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)[ 08] 13 PLF @ 1.3 t0 13 @ 4.2 [y=10.01[10081 Brg.# 1 Vert.R= -93.6 # Hor.R= 61.9# Brg.# 2 Vert.R= 24.1 # Hor.R= -0.0# Brg.# 3 Vert.R= -53.8 # Hor.R= -0.09 -------------------- [MWFRS ASCE PrpD/L++][OC 24 00][DF 1.60)(NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 08] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0[[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 20 PLF @ 1.3 to 20@ 4.2 [y9= 5.0)[ 08] -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][1008] Brg.# 1 Vert.R= 211.3 # Hor.R= 11.41 Brg.# 2 Vert.R= -17.0 If Hor.R= -0.0# Brg.# 3 Vert.R= -1.5 If Hor.R= -0.0# [MWFRS ASCE PrpD/L+-)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @4.3 [y=14.6]( 08) 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](1008] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.01[ 08] -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][1008] Brg,# 1 Vert.R= 256.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 12.1 If Hor.R= -0.0# Brg.# 3 Vert.R= 0.3 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--][OC 24.00][DF 1 60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 1y=14.6][ 03) 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0](1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0]( 08] -48 PLF @ 0.0 to -48 @ 4.3 L [y=11.5]f100%] Brg.# 1 Vert.R= 35.9 # Hor.R= 50.188 Brg.# 2 Vert.R= 42.4 # Hor.R= AM Brg.# 3 Vert.R= -14.7 # Hor.R= -0.0# ------------ [MWFRS ASCE PrpD/R+-](OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 (y=14.61[ 03) -31 PLF @ 0.0 to -31 @ 4.3 L [y-11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0]1 08) 13 PLF @ 1.3 to 13@ 4.2 [yy=10.0](1008] Brg.# 1 Vert.R= 104.1 # Hor.R= 33.1# Brg.# 2 Vert.R= 27.3 If Hor.R= -0.0# Brg.# 3 Vert.R= -9.3 # Hor.R= -0.09 [MWFRS ASCE P[ D/R--][OC 24.00][DF 1 60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [yy=14.6]( 08) -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 03] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0] [ 08] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.C)[1003] Brq.# 1 Vert.R= 104.1 # Hor.R= 33.1# Brg.# 2 Vert.R= 27.3 # Hor.R= -0.0# Brg.# 3 Vert.R= -9.3 If Hor.R= -0.09 ,MWFRS ASCE Prl^+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 03] -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][1003] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.01[ 03] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0][ 08] 13 PLF @ 1.3 to 13@ 4.2 (y--10.0][100%1 Brg.# 1 Vert.R= 170.4 # Hor.R= 11.4# Btg.# 2 Vert.R= 26.3 If Hor.R= -0.04 Brg.# 3 Vert.R= 12.4 # Hor.R= -0.0# ------------------ [MWFRS ASCE Pc Dl --][0C 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 (yy=14.6][ 08] -59 PLF @ 0.0 to -59 @ 4.3 L [y=11.5](100$] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 03] 20 PLF @ 1.3 to 20 @ 4.2 (y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 4.2 (y=10.0][1008] Brq.# 1 Vert.R= 16.1 If Hor.R= 61.9# Brq.# 2 Vert.R= 28.8 # Hor.R= -0.04 Brg.# 3 Vert.R= -38.0 # Hor.R= -0.0# [CSC ASCE Wind Lt -+](OC 29 00)[DF 1 60](NM 1) Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 3.0 [p=14.61[ 08] -13 PLF @ 1.2 to -13 @ 4.3 [y=10.0][10081 10 PLF @ 3.0 to 10 @ 4.3 [y=14.61[ 08] -183 PLF @ 0.0 to -183 @3.0 L [y 11.2][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 03] 10 PLF @ 1.2 to 10 @ 4.3 (= 5.0)[ 03] -65 PLF @ 0.0 to -65 @ 1.2 y=10.01[10081 [CSC ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5)[1008] 10 PLF @ 0.0 to 10 @ 1.3 [y=14.6][ 08] -13 PLF @ 1.2 to -13 @ 4.3 [y=10.01[10081 10 PLF @ 1.3 to 10 @ 4.3 [y=14.61[ 03] -120 PLF @ 0,0 to -120 @ 1.3 L [y=10.8][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 4.3 [y= 5.01[ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] [CSC ASCE Wind Lt --)[OC 24.00][DF 1 60)[NM 1] Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L (y=11.5][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=14.611 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.0][1008] 10 PLF @ 3.0 to 10 @ 4.3 [y=14.6]1 031 -183 PLF @ 0.0 to -183 @ 3.0 L [y=11.2](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 03] 10 PLF @ 1.2 to 10 @ 4.3 [y= 5.01[ 03] _90 PLF @ 0.0 to -_90-@- 1_2 [y=10_0][1008]- - (CSC ASCE Wind Rt --)[OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.3 (y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.1](1008] 10 PLF @ 1.3 to 10 @ 4.3 [y=14.6]( 03] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8][1003] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 03] 10 PLF @ 1.2 to 10 @ 4.3 [y- 5.01[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1008] (CSC ASCE Wind Rt-+D][OC 24.00][DF 1.60](NM 1] Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][1008] 31 PLF @ 0.0 to 31 @ 1.3 [y=19.6][ 08] -13 PLF @ 1.2 to -13 @ 4.3 (y=10.01(10081 31 PLF @ 1.3 to 31 @ 4.3[y=19.61[ 08] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 4.3 (y= 5.0]( 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] -------------------- [CSC ASCE Wind Lt--D1[DC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L [y=11.5][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.0][1008] 31 PLF @ 3.0 to 31 @ 4.3 [y=14.6]1 03] -183 PLF @ 0.0 to -183 @ 3.0 L [y 11.2][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 4.3 [y= 5.0)[ 03] -90 PLF @ 0.0 to -90 @ 1.2 [y=10.0][1008] ---------------- [CSC ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L (y=11.5][1008] 31 PLF @ 0.0 to 31 @ 1.3 [y=14.61[ 03] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.01[10081 31 PLF @ 1.3 to 31 @ 4.3 [y=14.6][ 08] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.81[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01( 0%) 20 PLF @ 1.2 to 20 @ 4.3 [y= 5.0][ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0)[1008] J00:(1 ooze) / uz Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4) W3X5 S 3.00 12 R i$.Rw=-167# U=218# NAILED 3 912X4(") m2X4(A1) N I N N 1 913X5[4) ! VT' 2' 717# U=471# R =29# W=8" f ioid Surfac&9=-25 Rw=181# U=257# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -263# MAX. (See below) from a non -wind load case requires uplift connection. (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. V Jj SEQ = 369014 PLT TYP -WAVE DESIGN CRrr=FBC2010RESrrPI-2007FT/RT=20%(0%yIlly) QTY= 2 TOTAL= 2 REV. 10.03.12.0410.00 SCALE =1.0000 "WARNIN01ae READ AND FOLLOW ALL NOTES ON THIS DRAWING] 30.O "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL psf p REF Tn— n e eWem. w n lsW=IJnp, hardtop, sh4M9. butakV W OramV. Refer to W fdbvi the Meal edB or BM (&Ad" Cor o—ni Safely IMam . by TPI and WTCA) fa sal TC DL 15.0psf DATE 10-15-2015 prat "PiawPWa"Nln a r�narona. ahaopreaax VM a.myPa ecsl. tkd.a. noted dh r.. - ft o-d"have prcp.dy anadw tbumrel al.stM,.g W =orad .Mphaveapmperlyallacheddpd.N V ahp.,Jap> tMa,.Iraeeanto<.,,�a BC DL 10.Opsf FLORIDA DRWG QUALITY TRUSS shall have b kV i sWled per SCSI se 6— 03, B7 a B10,.. Wpllble. Apply plales to each face of ln,aa and pwcn. sh—n above W on the Joint Detaa., unlace noted athemme. Refer la dra=ipa ,60A -Z fa .I.nd.rd plat. po Kib ITW k u t, b M tl mtm la Group Inc. aM9 rwt be respa,1. wdaV. N Iron Nit aatm , & I -Cm of Iriaaes. Iruu in eonlanunee wM ANSIRPI I, a la hendtlrq, Wppinp, installation AaalenIthd-AngaDoverPapekOvVAdmdrp,i,dl twa—pts—of PW—lomel BC LL 0. 0 p sf TOT.LD. 55.0psf •,~�" ""�J, O/A LEN. 2 TFL: (954) 975-3384 D U R. FAC. 1.25 JOB* 15325 FAX: (954)978-8980 WadnrAn ImNyye�"a is J615 PARK CT?TTN,\L PCV p. perm!h�t0lydtMSul DnIgIgmpTheerAANNSMIIS SPACING 24.0" TYPE JACK POMPANO BEACH, FL 33064 nwaFa mote id—Mbn tea One. W. perr<ral nn,,,,,.ae. pap..nd mete,-b.de.� fNJBCG: A.6W.00m;TPI:—.Ip:,.11.orp:WTCA:..bwWuWy yam: ICC ..w,.ic—fe ap [ALPINE)[FBC201ORes/TPI-2007][C2][15325/I) [TCLL 30.0)[TCDL 15.0][BCDL 10.0][BCLL 0.0)[DF 1.25)[OC 24.0)(NM 1)[SOFFIT 2.01 [STD.AUTO.LOAD)[OC 24.0011DF 1.25)(NM 11 [X-Loc][React][Sizel =___= Repetitive Factors Used: Yes 1 1.25]: 7171( 90h)10.67] [ 2.00][ 355110.131 [ 2.00)[ 393)[0.131 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 08] 4 PLF @ 0.0 to 4 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0][ 08] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 60 PLF @ 0.0 to 60 @ 2.0 [y=14.0][1008] 0- 2 45 -88 0.00 0.17 0.17 24 4 SP 02 N 13B 21.57 3.41 Plywd Brg.# 1 Vert,R= 717.2 # Hor.R= 0.0# 2- 6 95 -70 0.00 0.18 0.18 24 4 SP #2 N 13B 3.35 3.00 Plywd Brg.# 2 Vert.R= -251.9 # Hor.R= -0.0# 1- 4 108 -15 0.00 0.14 0.14 24 4 SP #2 -N -13B 20.78 -0.67 Diaph Brg.# 3 Vert.R= -263.5 # Hor.R= -O.0# 4- 7 0 -0 0.00 0.15 0.15 24 4 SP #2 N 13B 3.25 -0.00 Diaph=------------------------- =-_=-_-=-_-=-_-=-_ 3- 5 668 -409 0.20 0.02 0.22 24 4 SP -#3-13B 4.00 -Bending Web- [FBC pass 02)[OC 24.001[DF 1.25][NM 1] 0- 1 73 -36 -_-= Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- Repetitive Factors Used: Yes 2- 3 409 -668 - -=Fictious Member=- SP 43 13B 0.00 -Vert- ----- 31 PLF @ 0.0 to 31 @ 2.0[y=14.0][ 08] 4- 5 668 -409 -=-=Fictious Member=-=- SP#3-13B 0.00 -Vert- ----- 4 PLF @ 0.0 to 4 @ 1.2 fy= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0)[ 08] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 20 PLF @ 1.2 to 20 @ 2.0 (y= 5.0)[1008] Brg.# 1 Vert.R= 295.1 # Hor.R= -0.00 Node X -Loc Y -Loc 0 0.00 10.28 1 O.CO 10.24 2 1.73 10.78 3 1.73 10.78 4 1.73 10.15 5 1.73 10.15 6 2.00 10.84 7 2.00 10.15 Plate Cq JSI Method deflY(L( deflY(T) dxL dxT Brq.# 2 Vert.R- -98.1 # Hor.R= -0.0# ---- ----- ---- ----- ---- ---- Brg.# 3 Vert.R= -100.1 # Hor.R= -0.0# 2X4(A1) 0.80 0.04 0.02 L/999 0.04 L/497 0.00 2X4(**) 0.80 0.83 N 0.00 L/999 0.00 L/999 0.01 3X5(4) 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 0.00 L/999 0.00 L/999 0.01 0.00 L/999 0.00 L/999 0.00 0.00 ==== --------------------------------- O.C1 [MWFRS ASCE Perp/L++][0C 24.00](DF 1.601[NM 11 ---- Repetitive Factors Used: Yes 0.00 10 PLF @ 0.0 to10 @ 2.0 [y=14.01[ 08] ---- -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0)[1008] 0.01 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 0.00 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[1008] 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ 08] -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0][1008] Brg.# 1 Vert.R= 372.9 # Hor.R= 5.3 Brg.# 2 Vert.R= -169.4 # Hor.R= -0.0# Brg.# 3 Vert.R= -133.6 # Hor.R= -0.00 [MWFRS ASCE Perp/L+-)[0C 24.00][DF 1 60)[NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 08] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10081 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ 08] -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0)[1008) Brg.# 1 Vert.R= 399.2 # Hor.R= 5.3 Brg.# 2 Vert.R= -173.2 # Hor.R= -0.00 Brg.# 3 Vert.R= -137.2 # Hor.R= -O.0# [MWFRS ASCE Perp/L-+)[OC 24.00](DF 1.60)[NM 1) Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0)[ 081 -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0)[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1008) 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01( 08) -48 PLF @ 0.0 to -48 @ 2.0 L 1y=11.0] [1008] Brg.# 1 Vert.R= -470.7 # Hor.R= 23.6# Brg.# 2 Vert.R= 180.6 # Hor.R= -O.O# BrgA 3 Vert.R= 166.8 # Hor.R= 0.0# [MWFRS ASCE Perp/L--)[OC 24.00][DF 1.60](NM 1) Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01( 08) 13 PLF @ 1.3 to 13 @ 2.0 (y=10.01[1008) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0][1008] 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0]1 08) -48 PLF @ 0.0 to 48 @ 2.0 L [y=11.0][1008] Brg.# 1 Vert.R= -444.4 # Hor.R= 23.6# Brg.# 2 Vert.R= 176.8 If Hor.R= -0.00 Brg.# 3 Vert.R= 163.3 # Hor.R= 0.0# [MWFRS ASCE Perp/R++][OC 24.00][DF 1.601[I:M 11 Repetitive Factors Used: Yes 10 FLF @ 0.0 to 10 @ 2.0 [y=14.0)[ 3%) -31 PLF @ 0.0 to 31 @ 2.0 L [y=11.0][1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 081 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ 08] -13 PLF @ 1.3 to -13 @ 2.0 [y=10.01[10081 Brg.# 1 Vert.R= -61.3 # Hor.R= 15.4# Brg.# 2 Vert.R= 9.6 4 Hor.R= -0.00 Brg.# 3 Vert.R= 21.0 # Hor.R= 0.0# [MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60](NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 fy-14.0][ W -31 PLF @ 0.0 to -31 @ 2.0 L (y=11.0][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0; 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ N 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[100 Brg.# 1 Vert.R= -34.9 # Hor.R= 15.49 Brg.# 2 Vert.R= 5.8 # Hor.R= -0.0# Brg.# 3 Vert.R= 17.5 # Hor.R= 0.0# --------------- [MWFRS ASCE Perp/R-+]10C 29 00)[DF 1.60][NM Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01( 0; -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.0]11( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( OS 10 PLF @ 1.3 to 10 @ 2.0 (y= 5.0)( OS -13 PLF @ 1.3 to -13 @ 2.0 (y=10.0](1001 Brg.# 1 Vert.R= -61.3 # Hor.R= 15.49 Brg.# 2 Vert.R= 9.6 # Hor.R= -0.0# Brq.# 3 Vert.R= - 21.0 # Hor.R=- - -0_00 - [MWFRS ASCE Perp/R--](OC 24.00)[DF 1.60](NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ Oi -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.0111( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0; 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ 0; 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[100; Brg.# 1 Vert.R= -34.9 # Hor.R= 15.4# Brg.# 2 Vert.R= 5.8 # Hor.R= -0.0# Brg.# 3 Vert.R= 17.5 # Hor.R= 0.09 [MWFRS ASCE Parl++][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0][ 0; -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0](1( 10 PLF @ 0.0 to 10 @ 1.2 jjy= 5.0;( 0; 10 PLF @ 1.3 to 10 @ 2.0 (y= 5.31[ 0; -13 PLF @ 1.3 to -13 @ 2.0 [y=10.01(100; Brg.# 1 Vert.R= 68.7 # Hor.R= 5.3# Brg.# 2 Vert.R= -32.8 # Hor.R= -0.0# Brg.# 3 Vert.R= - _26.0 # Hor.R=- - _0_0# - [MWFRS ASCE Parl+-][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ O; -11 PLF @ 0.0 to -11 @ 2.0 L (y=11.01[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( Oi 10 PLF @ 1.3 to 10 @ 2.0 fy= 5.01[ 01 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0)[100; Brg.# 1 Vert.R= 95.0 # Hor.R= 5.3# Brg.# 2 Vert.R= -36.6 # Hor.R= -0.0# Brg.# 3 Vert.R= - _29.5 # Hor.R=- - _0_O# - (MWFRS ASCE Parl-+][OC 24.00](DF 1.6C][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ Oi -59 PLF @ 0.0 to -59 @ 2.0 L [y=11.0][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ O; 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0]( Of -13 PLF @ 1.3 to 13 @ 2.0 [y=10.011100` Brg.# 1 Vert.R= -233.7 # Hor.R= 28.99 Brg.# 2 Vert.R= 65.9 # Hor.R= -0.0# Brg.# 3 Vert.R= 83.4 # Hor.R= 0.0 [MBFRS ASCE Parl--)[OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01( 0; -59 PLF @ 0.0 to 59 @ 2.0 L [y=11.0111( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ O; 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0]( Oi 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0][100( Brg.# 1 Vert.R= -207.3 # Hor.R= 28.99 Brg.# 2 Vert.R= 62.1 # Hor.R= -0.00 Brg.# 3 Vert.R= 79.9 # Hor.R= 0.09 [MWFRS ASCE PrpD/L++][OC 24 00)[DF 1.60][NM Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0]f N -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0](1003] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 031 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1003] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 03] -11 PLF @ 0.0 to -11 @ 2.0L [y=11.0)[10031 Brg.# 1 Vert.R= 598.8 # Hor.R= 5.3 Brg.# 2 Vert.R= -253.2 # Hor.R= -0.0# Brg.# 3 Vert.R= -214.5 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10031 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 03) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[1003] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 03) -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0][1003] Brg.# 1 Vert.R= 625.2 # Hor.R= 5.31 Brg.# 2 Vert.R= -257.0 # Hor.R= -0.01 Brg.# 3 Vert.R= -218.1 # Hor.R= -0.0# (MWFRS ASCE PrpD/L--][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0]( 03) 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10031 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 03) -48 PLF @ 0.0 to -48 @ 1.2 (y=10.0][1003] 20 PLF @ 1.3 to 20 @ 2.0 [99= 5.0][ 031 -48 PLF @ 0.0 to -48 @ 2.0 L [y=11.0111003] Brg.# 1 Vert.R= -218.4 # Hor.R= 23.6# Brg.# 2 Vert.R= 92.9 # Hor.R= -0.09 Brg.# 3 Vert.R= 82.4 # Hor.R= 0.0# (MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 (y=14.01( 03] -31 PLF @ 0.0 to -31 @ 2.0 L (y=11.0)[1003] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 03) 20 PLF @ 1.3 to 20 @ 2.0 (y= 5.0][ 03) 13 PLF @ 1.3 to 13 @ 2.0 [yY=10.0](1003) Brg.# 1 Vert.R= 191.0 # Hor.R= 15.41 Brg.# 2 Vert.R= -78.0 # Hor.R= -0.01 Brg.# 3 Vert.R= -63.4 # Hor.R= -0.01 (MWFRS ASCE PrpD/R--][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.01[1003] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.0][ 03] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 03) 13 PLF @ 1.3 to 13@ 2.0 [y-10.0][1003) Brg.# 1 Vert.R= 191.0 # Hor.R= 15.49 Brg.# 2 Vert.R= -78.0 # Hor.R= -0.09 Brg.# 3 Vert.R= -63.4 # Hor.R= -0.0# [MWFRS ASCE PrlD+-](OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 2.0 (yy=14.0]( 03) -11 PLF @ 0.0 to -11 @ 2.0 L (y=11.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 03] 20 PLF @ 1.3 to 20@ 2.0 (y= 5.01[ 03] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0)[1003] Brg.# 1 Vert.R= 321.0 # Hor.R= 5.3# Brg.# 2 Vert.R= -120.4 # Hor.R= -0.0# Brg.# 3 Vert.R= -110.4 # Hor.R= -0.0# (MWFRS ASCE PrDl--)[OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] -59 PLF @ 0.0 to -59 @ 2.0 L (y=11.0)[1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 031 20 PLF @ 1.3 to 20 @ 2.0 (y= 5.011 031 13 PLF @ 1.3 to 13 @ 2.0 [yy--�10.0][1003) Brg.# 1 Vert.R= 18.6 # Hor.R= 28.90 Brg.# 2 Vert.R= -21.7 # Hor.R= -0.0# Brg.# 3 Vert.R= -1.0 # Hor.R= -0.0# [C6C ASCE Wind Lt -+)[OC 24.00)[DF 1.60)[NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 (y=10.3)[100%1 10 PLF @ 0.0 to 10 @ 2.0 [y=14.011 03] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0[[1003] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 03) 10 PLF @ 1.2 to 10 @ 2.0 (y= 5.0][ 03) _183-PLF-@- 0.0 to -_183 @ 2.0 L -(y=11_0](1003] (C6C ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.01[10031 10 PLF @ 0.0 to 10 @ 2.0 (y=14.0][ 031 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0](1003] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 031 10 PLF @ 1.2 to 10 @ 2.0 [y= 5.01[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0](1003] [C6C ASCE Wind Lt --][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.01[10031 10 PLF @ 0.0 to 10 @ 2.0 (y=14.01[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y-10.011100%) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)( 03) 10 PLF @ 1.2to 10 @ 2.0 fy 5.01[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0)[1003) [C6C ASCE Wind Rt --][OC 24 00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.0)[1003] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.0)[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0](1003] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 031 10 PLF @ 1.2 to 10 @ 2.0 [y= 5.01[ 031 -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0)(1003) [C6C ASCE Wind Lt-+D](OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.0](1003] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 03] 13 PLF @ 0.0 to 13 @ 1.2 1y=10.01[1003] 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.01[ 03] 20 PLF @ 1.2to 20 @ 2.0 ly= 5.01[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0]11003] [C6C ASCE Wind Rt-+D)[DC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 (y=10.01[10031 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 031 20 PLF @ 1.2 to 20 @ 2.0 (y= 5.0][ 03] _183-PLF-@- 0.0 to -_183 @ -2_0 L -(y=11_0][10031 [C6C ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.0][1003] 31 PLF @ 0.0 to 31 @ 2.0 (=14.01[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][10031 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 031 20 PLF @ 1.2to 20 @ 2.0 (y= 5.01[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L (y=11.01[1003] [C6C ASCE Wird Rt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.01[1003) 31 PLF @ 0.0 to 31 @ 2.0 [y=19.0][ 031 -13 PLF @ 0.0 to -13 @ 1.2 (y=10.01[1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 03] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.01[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1003) )D:(153L5) / h1J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B Negative reaction(s) of -321# MAX. (See below) from a non -wind load case requires uplift connection. Bol chord 2x4 SP #2N 13B Webs 2x4 SP—#3_13B (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Lumber grades designated with "l 3B" use design values approved 1/30/2013 by ALSC 175 mph wind, 18.00 f( mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 Left and right cantilevers are exposed to wind psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. =2X4(81) -200# 2'9"15 r 3'17 37"6 1-11,126# U=61# NAILED f -196# R=344/-322# U=798# W=11"5 (Rigid Surface) R=41/-26# U=67# NAILED SEQ = 369022 PLT TYP.-WAVE DESIGN CRIT=FBC2010RESnPI-2W7FT/RT=217%(0%yi(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =1.0000 eeWARNINGIae READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.0 psf REF Trusses repre a tt oro w n fabwadrp, harvdaV, shp". ielabrp and bedrp. Refer to and lol-the W W edition.( SCSI (SL"N Ca roo er# Safety Inkw abm by TPI and wTCA) for seely TC DL 15.Opsf e Head•` pno b pMomwg mese 1u ad a s- waeaara •hal provide bmporary badrq per SCSI. Wet• need dher-se. lap chord Nal Hass propmly atlrlad abuqural sheatbrg and baEara chord "I ho e a prapedy atlarhrd rpd ceip. Laoina Hawn fu Panmrw# blerN reaa'anl of webs DATE 10-15-2015 BC DL 10.0 p sf D R WG �+� 1' L��A �R �}ap QQUALITY S 1 iIUSS shah have bratlrp a led per SCSI setons 63, 87 ar B1q a epplade. Apply pMes b eaN lace of Innis and posrton as alrown above a m be hire Debt. Wean Head alhervrwe. Rehrbaae pslSOA-2farstandardphd p-Ac—Ac ITW Buidirq CarrponeNs Group Inc. ale not be responsible for my deviation Iron tNa d,.—V, art Wlureob bus m mrdarnana vAh ANSVTPI 1, or for IaMwp, eleppw9, Installaa n AaalonWsdraeilrgor arpap ft" ft. dravkq, Mlalwsmparioaofgds oknal BC LL 0.0 sf p TOT.LD. 55.OpSf O/A LEN. 51 106 TEL,: (954) 975.3384 1.25 JOB #: 15325 TAX: (954) 978-9990 a 41—dro naponablly s." for tla dapn.hewn Th. auhbly and use of this dnx4p MM PA RK CEMRAL RLVD. for any sbWurs b f npornlhly of lha Mitt Dealprar per AN6VrPl l Seal. DUR.FAC. POMPANO BEACH, FL 33064 Farmareed;talidseaIleao,9;peneNnaespepsandmesesaw`ilea: ITWBGG:wvw.awba info TPI:wvw tpnal.arp; WTCA-ww.sbeirduatry.ean; ICC: wvw.kcsa(earp SPACING 24.0" TYPE HIP JACK [ALPINE][FBC2010Res/TPI-2007][HJ3][15325/I1 (TCLL 30.0][TCDL 15.0)(BCDL 10.0](BCLL 0.0](DF 1.25][OC 24.0](NM 1)[SOFFIT 2.0] =====Bearings=== [X-Loc][React][Siae] _____ ( 1.71][ 344][0.941 ( 5.95]( 41][0.131 ( 5.95]( EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 2 35 0 0.01 0.21 0.22 2 4 SP #2 N 13B 2- 6 64 -14 0.00 0.43 0.43 5 4 SP #2 N 13B 1- 4 0 -24 0.00 0.22 0.22 2 4 SP12-N-13B 4- 7 0 -0 0.00 0.51 0.51 5 4 SP #2 N 13B 3- 5 359 -155 0.11 0.00 0.11 5 4 SP -03-13B 0- 1 5 -0 -_-= Plate Member =-_- PLATE MEMBE 2- 3 155 -359 - -=Fictious Member= = SP 03 13B 4- 5 359 -155 -=-=Fictious Member=- SP=#3-13B EndPts MaxTen MaxComp AXL GLC S Grade [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: No 31][0.13) 2 PLF @ 0.0 to 2 @ 5.9 [y=14.5][ 08] 2 PLF @ 0.0 to 2 @ 5.9 [y= 5.0][ 0%] -200.27 Lbs. @ 2.8, 14.5 Angle=270 Length Pitch Brace -196.29 Lbs. @ 2.8, 5.0 Angle=270 28.42 2.41 Plywd Brg.# 1 Vert.R= -321.7 # Hor.R= 0.0# 44.18 2.12 Plywd Brg.# 2 Vert.R= -25.6 # Hor.R= -0.0# 27.89 -0.49 Diaph Brg.# 3 Vert.R= -25.6 # Hor.R= -0.04 43.51 -0.00 Diaph---------- --------------- -__-_-_-= _-_-_-_-_-_ 3.71 -Bending Web- [FBC pass 02)[OC 24.00)[DF 1.25)[NM 1] R 0.50 -Vert- ----- Repetitive Factors Used: Yes 0.00 -Vert- ----- 30 PLF @ 0.0 to 30 @ 5.9 [y=14.5)[ 0%) 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 5.9 [y= 5.0)[ 0%) 20 PLF @ 0.0 to 20 @ 5.9 (y= 5.0][1009) Length Brace Brg.# 1 Vert.R= 343.8 # Hor.R= -0.0# Brg.# 2 Vert.R= 41.3 # Hor.R= -0.0# Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT Brg.# 3 Vert.R= 30.7 # Hor.R= -0.0# 0 0.00 10.28 ---- ----- ---- ----- ---- ---- ---- 1 0.00 10.24 2X4(Al) 0.80 0.01 0.13 L/206 0.14 L/201 0.00 0.00 [Partial Unbal. Lt][OC 24.00][DF 1.25][NM 1] 2 2.32 10.75 1.5X4 0.80 0.60 N 0.00 L/999 0.00 L/999 0.00 0.00 Repetitive Factors Used: No 3 2.32 10.75 ---- ----- ---- ----- ---- ---- 2 PLF @ 0.0 to 2 @ 5.9 [y=14.5][ 08] 4 2.32 10.15 1.5X4(**) .80 0.39 N 0.00 L/999 0.00 L/999 0.00 0.00 2 PLF @ 0.0 to 2 @ 5.9 (g= 5.0][ 08] 5 2.32 10.15 ---- ----- ---- ----- ---- ---- -200.27 Lbs. @ 2.8, 14.5 Angle=270 6 5.95 11.39 0.00 L/999 0.00 L/999 0.00 0.00 -196.29 Lbs. @ 2.8, # 5.0 Angle=270 7 5.95 10.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# I Vert.R= -321.7 Hor.R= 0.0# Brg.# 2 Vert.R= -25.6 # Hor.R= -0.00 Brg.# 3 Vert.R= -25.6 # Hor.R= -0.0# [Partial Unbal. Rt](OC 29 00)[DF 1.25](NM 1] Repetitive Factors Used: No 2 PLF @ 0.0 to 2 @ 5.9 [y=14.51[ 09) 2 PLF @ 0.0 to2 @ 5.9 [p= 5.0][ 08) -200.27 Lbs. @ 2.8, 14.5 Angle=270 -196.29 Lbs. @ 2.B, # 5.0 Angle -270 Brg.# 1 Vert.R= -321.7 Hor.R= 0.00 Brg.# 2 Vert.R= -25.6 # Hor.R= -0.09 Brg.# 3 Vert.R= -25.6 # Hor.R= -0.0# [MWFRS UPLIFT.LOAD][OC 24.00)[DF 1.60)(NM 11 Repetitive Factors Used: No 2 PLF @ 0.0 to 2 @ 5.9 [y=14.51[ 081 2 PLF @ 0.0 to2 @ 5.9 [y= 5.0][ 08] -436.12 Lbs. @ 2.8, 14.5 Angle=270 -513.99 Lbs. @ 2.6, 5.0 Angle=270 Brg.# 1 Vert.R= -797.9 # k,.R= 0.0# Brg.# 2 Vert.R= -67.3 # Hor.R= -0.0# Brg.# 3 Vert.R= -61.3 # Hor.R= -0.0# JOD:( IJJLJ) / V4 Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180100212 for valley details. 2' 12 3 v 4X5(--) 9"9 4' R=72plf U=100plf W=4' (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(-/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U180 live and U120 total load. Creep increase factor for dead load is 1.50. SEQ = 368919 PLT TYP.-WAVE DESIGN CRIT=FBC2010RES/TPI-20D7FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =1.0000 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.0 psf REF ." Tnases rears adreme care n labicatig, hardig, shippag, i tamp and bx.g. R.fa b and folm the bled ed im of BCSI (Biding Campasrs Salety admreaaon. by TPI and WTCA) la safely TC DL 15.0psf DATE 10-15-2015 p,aar esp ape,fa, Vmeselam. Indalam"prewetmom.ylowingp„Bcsl. .,paha,d"ha�epW"sa�edstruck sheathmandbManda,d dsl na a . p oprly afore rW oohs b -.Baro d— fa pwirsN rwm,a.aand a w BC D L 10.Opsf DRWG .DR�1� {LUALITY TRUSS shall naw brave isbBad pr BCSI secaar 83, 87 a 810, as apple ble. Apply plan a b each fax a uas and ae at—n above and m the Daae Dela. rde.. fad aarmd.e. Rate, ads. ag.lwA-zf>sta�dplat, mb— ITW 8uld'ag eanwarrae Gn Ine..hal na be new IL fa any &a n aa„ tots d—ng. y latae b bull the aim in cont ¢e wih ANSIRPI 1, m br handrq, slipping, ina.W- 6bacegoltrosaes. A —1 m thh d—ft a oew papa kIN Bda drndrg, Fdbata aaoaplana a Vd-1 n.l BC LL 0.0 sf p TOT.LD. 55.Opsf O/A LEN. 4 TFT.: (954) 975-3304 1.25 JOB#: 15325 PAY: (954) 978-8980 rW�+«dro napmalbily.ddy to lM dapn ahem. TMausby"%i*eawadrakg ]bas PARK CT.NTRAL BLVD. fa any shtitm Is the mponaW of ft Butane Deal;w per ANSVrpt l s«.2. DIJR.FAC. POMPANO BEACH, FL 33064Far mare Wanalien sae this job's growl Mm page and mese v braes' ITwBCG:r Abcg.xm;TP1:.,...Ipnd.ag:WTCA:e,.,.,.abenwwy.aam:ICc:w„�..i aafe.ag SPACING 24.0" TYPE VAL [ALPINEI[FBC201ORes/TPI-2007][V4)[15325/1) [TCLL 30.01[TCDL 15.0)[BCDL 10.0)[BCLL 0.0](DF 1.25][OC 24.0][NM 1][SOFFIT 2.0] =====Bearings=== (X-Loc)(React][Size] ( 0.00)[ 286][ 7h](4.001 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch 0- 2 64 -35 0.00 0.31 0.31 21 4 SP #2 N 13B 17.30 3.00 1- 4 64 -35 0.00 0.31 0.31 21 4 SP -#2-4-13B 17.30 -3.00 2- 3 64 -0 -=-=Fictious Member=-=- SP #2 N 13B 0.00 -Vert- 1- 3 0 -64 -=-=Fictious Member=-=- SP -#2 -N -13B 0.00 -Vert- ErdPts MaxTen MaxComp AXL GLC S Grade Length Brace Node X -Loc Y -Loc Plate Cq JSI Method deflYffL) def1Y11T] dxL 0 0.60 11.13 0.00 L/999 0.00 L/999 0.00 1 2.00 11.48 4X5(**) 0.80 0.65 N 0.02 L/999 0.05 L/742 0.01 2 2.00 11.48 ---- ----- ---- ----- ---- 3 2.00 11.48 ---- ----- ---- ----- ---- 4 3.40 11.13 0.01 L/999 0.01 L/999 0.01 [STD.AUTO.LOAD][OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 (y=14.6)[ 08) 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6)[ 08] Brace 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.11[ 061 Plywd 60 PLF @ 0.0 to 60 @ 2.0 [y=14.6][1008] Plywd 60 PLF @ 2.0 to 60 @ 4.0 [y=14.6][1008] ----- Brg.# 1 Ver.R=- - 71_6 plf Hor.R= - - 0.0 plf - [FBC pass #2](OC 24.00)[DF 1.25][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 Iy=14.6]( 08] dxT 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 081 0.00 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.11[ OB) 0.01 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1)[10081 ---- Brg.# 1 Ver.R= 37.6 plf Hor.R= 0.0 plf 0.01 [MWFRS ASCE Perp/L++][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R (p=11.1][1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ OB] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61[ OB] -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4][10081 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11( 08] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6][100$] -13 PLF @ 2.8 to -13 @ 3.8 R (y=11.11[10091 -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][1008] Brg.# 1 Ver.R=- - -7_6 plf Hor.R= - --1.8 plf - (M'dFRS ASCE Perp/L+-][OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1][10081 10 PLF @ 0.0 to 10 @ 2.0 [y=14.61( 081 10 PGF @ 2.0 to 10 @ 4.0 [y=14.6][ 08) 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4)[1008] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11[ 08) -11 PIF @ 0.2 to -11 @ 2.0 L (y=11.61[10081 13 PLF @ 2.8 to 13 @ 3.8 R [g=11.1][10081 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1008] Brg.# 1 Ver.R= 0.5 plf Hor.R= -1.8 plf (MWFRS ASCE Perp/L-+)[OC 24.00][DF 1 60)[NM 1) Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.11(1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 0%) 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6]( 08] -13 PLF @ 0.2 to -13 @ 1.2 L (y=11.4][1008] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.111 08) -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6)[1008] -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][1008] -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2)[1008) Brg.# 1 Ver.R= -20.7 plf Nor. R= 1.5 plf [MWFRS ASCE Perp/L--](OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [yy=11.11[1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.61f OBI 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61[ OB] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1006) 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11[ OB] -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6][1006] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.11[10061 13 PLF @ 1.2 to 13 @ 2.6[y=11.2][1006] Brg.# 1 Ver.R= -12.6 plf Hor.R= 1.5 plf [MWFRS ASCE Perp/R++][OC 24.001[DF 1 60)[NM 11 Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R [yy=11.1)(1006] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61( OB] 10 PLF @ 2.0 to 10 @ 4.0 (y=14.61[ OB] -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4](10061 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1]( OB] -31 PLF @ 0.2 to -31 @ 2.0 L (y=11.6111006] -13 PLF @ 2.8 to -13 @ 3.8 R (y=11.11[1006] -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][1006] Brg.# 1 Ver.R= -7.6 plf Hor.R= 1.8 plf [MWFRS ASCE Perp/R+-](OC 24.00][DF 1.60]INM Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 0' 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 01 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1)( O; -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.61(1( 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.11[1( 13 PLF @ 1.2 to 13 @ 2.6 [y=11.21[1005 Brg.# 1 Ver.R=- - -0_5 plf Hor.R= - - 1_8 p] (MWFRS ASCE Perp/R-+)(OC 24.00][DF 1.60)[NM Repetitive Factors Used: Yes -48 PLF @ 2.0 to -48 @ 3.8 R [y=11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6]1 01 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6)[ 0; -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4)[1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 01 -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.61[1( -13 PLF @ 2.8 to -13 @ 3.8 R Iy=11.11[1( -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][1001 Brg.# 1 Ver.R= -20.7 plf Hor.R= -1.5 p) [MWFRS ASCE Perp/R--)(OC 24.001[DF 1.60][NM Repetitive Factors Used: Yes -48 PLF @ 2.0 to -48 @ 3.8 R [y=11.11[1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14,6][ 01 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6]1 01 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ Oa -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6][1( 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1)[1( 13 PLF @ 1.2 to 13 @ 2.6 [y=11.21[1001 Brg.# 1 Ver.R= -12.6 plf Hor.R= -1.5 p] ;MWFRS ASCE Parl++][OC 24.00][DF 1.601INM 11 Reppetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R [y=11.1)[1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ Oi 10 PLF @ 2.0 to 10 @ 4.0 (y=14.6][ Oi -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4][1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ N -11 PLF @ 0.2 to -11 @ 2.0 L 1y=11.61[1( -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][1( -13 PLF @ 1.2 to -13 @ 2.6 (y=11.2](100; Brg.# 1 Ver.R= -0.4 plf Hor.R= -0.0 p] [MWFRS ASCE Parl+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R [y=11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.61[ 01 10 PLF @ 2.0 to 10 @ 4.0 [y=14.611 OS 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.41[1( 10 FLY @ 1.2 to 10 @ 2.8 [y= 6.1]1 01 -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6111( 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1]11( 13 PLF @ 1.2 to 13 @ 2.6[y=11.2][1001 Brg.# 1 Ver.R= 7.7 plf Hor.R= 0.0 p] [MWFRS ASCE Parl-+]IOC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R [9=11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61( 05 10 PLF @ 2.0 to 10 @ 4.0 (y=14.6]( O; -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4)[1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 01 -59 PLF @ 0.2 to -59 @ 2.0 L [y=11.61(1( -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1)[1( -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2)[1005 Brg.# 1 Ver.R=- -_33_9 plf Hor.R= - --0.0 p] (MWFRS ASCE Parl--](DC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R (y=11.11[1( 1C PLF @ 0.0 to 10 @ 2.0 (y=14.6]( 01 1C PLF @ 2.0 to 10 @ 4.0 fy=14.6]( 01 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 0; -59 PLF @ 0.2 to -59 @, 2.0 L [y=11.61[1( 13 PLF @ 2.8 to 13 @ 3.8 R (y=11.1][1( 13 PLF @ 1.2 to 13 @ 2.6 [y=11.21(100; Brg.# 1 Ver.R= -25.9 plf Hor.R= 0.0 plf [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y-11.1)[100%] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 09] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 09] 13 PLF @ 0.2 to 13 @ 1.2 L (y=11.4)[1009] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1)[ 09] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6][1009] 13 PLF @ 2.B to 13 @ 3.8 R [y=11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1004] Brg.# 1 Ver.R= 18.9 plf Hor.R= -1.8 plf [MWFRS ASCE PrpD/L--][OC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1][1004] 31 PLF @ 0.0 to 31@ 2.0 [y=14.61[ 04] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6][ 04) 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1004] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 04] -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6][1004) 13 PLF @ 2.8 to 13 @ 3.8 R [q=11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1004] Brg.# 1 Ver.R= 5.8 plf Hor,R= 1.5 plf [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R [y=11.1][1004] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 04] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 04] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1004] 20 PLF @ 1.2 to 20 @ 2.8 [q= 6.1][ 04] -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6][1004] 13 PLF @ 2.8 to 13 @ 3.8 R [p=11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1004] Brg.# 1 Ver.R= 18.9 plf Hor.R= 1.8 plf [MWFRS ASCE PrpD/R--][OC 24.00](DF 1.60][NM 1] Reppetitive Factors Used: Yes -48 PLF @ 2.0 to -48 @ 3.8 R [y=11.1][1009] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6)[ 04] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6][ 09] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1004] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 04] 2 -31 PLF @ 0.2 to -31 @ .0 L [y=11.6][1009] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1)[1009] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1004] Brg.# 1 Ver.R= 5.8 plf Hor.R= -1.5 plf --------------- [MWFRS ASCE PrlD+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R [y=11.1][1004] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 04] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 09] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](1004] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 04] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6][1004] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2](1004] Brq.# 1 Ver.R= 26.1 plf Hor.R= 0.0 plf ------------------------ [MWFRS ASCE Pr Dl --][OC 24 00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R [y=11.1](1004) 31 PLF @ 0.0 to 31@ 2.0 (y=14.61[ 04] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 09] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1004] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 04] -59 PLF @ 0.2 to -59 @ 2.0 L [y=11.6][1009] 13 PLF @ 2.8 to 13 @ 3.8 R [J-11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=1.2)[1004] Brg.# 1 Ver.R= -1.5 plf Hor.R= 0.0 plf (CSC ASCE Wind Lt -+][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes 83 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][1004) 10 PLF @ 0.0 to 10 @ 2.0 [q=14.6]( 04) -13 PLF @ 0.2 to -13 @ 1.2 Y [y=11.4](1004] 10 PLF @ 2.0 to 10 @ 4.0 (y=14.6]( 04) -N3 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1004] 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.1][ 04] -13 PLF @ 2.8 to -13 @ 3.8 R [yy=11.1)[1004] -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2)[1004] --------------- [CSC ASCE Wind Rt -+](OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1](1009] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.611 04] -13 PLF @ 0.2 to -13 @ 1.2 L [9=11.4][1009] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 04] -183 PLF @ 0.2 to -183 @ 2.0 L (y=11.6][1009) 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.1][ 04] -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][1004] -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][1004] [CSC ASCE Wind Lt --][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][1004) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 04] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4)[1004) 10 PLF @ 2.0to 10 @ 4.0 (y=14.6)[ 04] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1004] 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.1][ 04) 13 PLF @ 2.8 to 13 @ 3.8 R [g=11.1](1004] 13 PLF @ 1.2 to 13 @ 2.6 (y=11.2][1004] [CSC ASCE Wind Rt --][OC 24.00)[DF 1 60](NM 1] Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8R (y=11.1](1004) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6]( 04] 13 PLF @ 0.2 to 13 @ 1.2 L [y-11.4](1004] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 04] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1004] 10 PLF @ 1.2 to 10 @ 2.8[y= 6.1][ 04] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1](1004] 13-PLF-@- 1_2 to -13 @ 2_6-(y=11_2][1004] - - [CSC ASCE Wind Lt--D)[OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -183 PLF @ 2,0 to -183 @ 3.8 R [y=11.1][1004] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 04] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1004] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6][ 04] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1004] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 04] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1004] [CSC ASCE Wind Rt--D)[OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][1004] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 04] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1004] 31 PLF @ 2.0to 31 @ 4.0 [y=14.61[ 04] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][1004] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 04] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1004] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][1004] ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FIG. 1 COMPRESSION WEBS, TO PREVENT THIS 1 1 BEFORE AND AFTER FAILURE, ANCHQ$ 1 1 BUCKLING. 11 II I OR RESTRAIN THE LATERAL AL H AIN I I I I I I CONTINUOUS LATERAL BRACING •! I 1 1 (CLB) MAINTAINS SPACING, BUT USE D SHORN 1N 1 1 / PEIt1IT1.9 LATERAL BUCKLING FIG. 2 2, 3A , 3A k 3B, OR OF ALL REB AT ANOTHER STRUCTURALLY THE SAYE TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHTTECT. FIG. 2 AN HO A .. BY BUILDING DESI- .R (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). FIG. 3A DIAGONAL :::•D :a Y::h D:? 3 YronYr hIM ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END API WALL — RESTRAINS LATERAL BRACING, THEREBY PREVENTING WEB BUCKLING. CL13 CLS COMPRESSION WEB CEILING DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —), WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR —�) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP k BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO THE CL13 OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. EXAMPLE TRUSSES SHEATHING COMPRESSION WEB, SLOPING OR VERTU OR WEB NEEDING BRACING. FIG. 3B 2X4 #3 OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT, ATTACH TO WEBS WITH (2) 19d COMMON (0.182' X 3.5',MIN) NAILS. is e'VAn@10" IAD ADD FOf1DD All NOTM Mt TEM LAST Truro reanb+ ertrsme Pers to felafmidat, haadDna ehlppint, !n.laDLat hod bredat. ader to and renew REF BRACE RESTRAINT D= (int Campaaenl 3.lat tofmm 5m by TPl ane >A far nfelp lip tAi r prier to perlarslnt "'° w' _' >n''''—"°'� pr°.�ae pma k°"°•yer arm n°',.' °°tea °tier'ae•'ep ware baD >,.+. rn�bett® DATE 1/1/09 :=;t.—U— pr W .tta.h.d .traalarel p.n�eY ab.rd aw here a pnopcpj ■ttenhed a >� t enala� en.t.D,a pr' (s C t1n e0. DRWG BRCLBANCO109 —tktkn. tbbJ%yarm "t ne ir -tkf �n -nM]tT11M- FORMI B CC"OP TM DIM011 TO D@LUATIM COa7a1C[0! Building Components Group Inc. 9 D if1 aulldlnt C—p . t. Orwp h. (mDM) .MU set be r.. 1,1. fw e�r dadatla� fres thla dedM np laDma L beM the trur M ad.rmaaee .111 TPL er fe6tlo�tfat, haamtne. Wdpplat, kAa11lat k breetnt al tragi. tf4DM —eetar pktr are wad. of a0/13/16OA (W"/t1 1.4111 AMS pad. 3//40/60 r/D.DI ta}r. A -L A" pLtr is, ".h feoe of trns, pa&I—d u dw►a gib— end r kL t DA.M. l neihL dna wenar pets !,,Ae W aeantafee Pad padsdenal m6ln.a tM w{an2ro t7 adely f.r the erns eemponeal drip she The alta p had nr of thW eeoepen d far ey b.Utnt La tan r;;P--0 y d the Doiles+a Dadtnar l� A18f/TTI 1 3w. 3. vewAL bet.a°m' TPM' www.tpineLeaaL' :TCL a w..balnduetrp.-= 117G E.rth City, MO 63045 "' �" a nnrloesle'ert GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCST Guide to Good Practice for Handling. In<_tallin(L Restraining & Bracing of Metal plate Connected Wood Trusses for more NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la freaaencia o localizad6n de restriod6n lateral y aniostre diagonal temporales. Use las recomendaciones de manejo, instalad6n, restricd6n y arriostre temporal de los trusses. Vea el folleto BCSI Guta de Buena Pradi a Data el Manejo Instalad6n Restriod6n y Arriostre de los Trusses de Madera Conectados con Placas de Metal para informad6n mas detallada. detailed Information. Los dibujos de disefio de los trusses pueden espedficar las Truss Design Drawings may specify locations of localizaciones de restricd6n lateral permanente o refuerzo permanent lateral restraint or reinforcement for en los miembros individuales del truss. Vea la hoja individual truss members. Refer to the BCSI-133 resumen BCSI-133 - Restdocl6n/Arriostre Permanente de Summary Sheet - Permanent Restraia0racing Cuerdas y Mlembros Secundados para mas informaci6n. of Chords & Web Members for more information. EI resto de los disefios de arriostres permanentes son la All other permanent bracing design is the responsabilidad del Disefiador del Edificio. responsibility of the Building Designer. 0 The consequences of improper handling, erect - Ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, levantamiento, instalaci6n, resbricc16n y arrisotre incorrecto puede ser la Saida de la estructura o a6n peor, heridos o muertos. 0 Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y plans de metal tienen border afilados. Use guantes y Ientes protectores cuando torte los empaques. HANDLING - MANEJO Q Avoid lateral bending. — Evite la Flexi6n lateral. I QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. EI contratista bene la responsabilidad de redbir, descargar y almacenar adecuada- mente los trusses en la obra. �r 1 tyG 6 • �u'�� - h� it �R � .< If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSr Cuirlp to Good Practice for Handling. Installing Restraining & Bracing gf Metal Platp non ded Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses estaran guardados horizon- talmente, ponga bloqueando de altura sufidente detras de la pila de los trusses. Para trusses guardados por mas de una semana, cubra los paquetes para prevents aumento de humedad Pero permita venti- laci6n. Vea el folleto RCSI Gula de Moil Pr" tica oat el Maneio. Instalaridn. Restricci6n y Ar LUSsfe4 de los Trusses de Madera Conectados con Placas de Metal para information mas detallada sobre el manejo y almacenado de los trusses en area de trabajo. © Use special care In Utilice cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electdcos o de aeropuertos. Spreader bar for truss e��De -O O Use proper rig- Use equipo aproptado ging and hoisting para levantar e equipment. improvisar. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. Cierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAP PAQUETES DE TRUSSES. 0 Warning! Don't overload the crane. iAdvertencia! IND sobrecarga la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use s6lo los empaques para levantar un paquete. No levante un grupo de empaques individuales.A single lift point may be used for bundles100 �u. with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60'. 0 Warning! Do not over load supportir Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60'. iAdvertenda! No sobrecargue la est Puede usar un solo lugar de levantar para apoyada con el paquete de trusses. paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para Place truss bundles in stable positio paquetes mas de 60 pies. Puse paquetes de trusses en una pc Use por to menos tres puntos de levantar para estable. paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' _ i ; Trusses 30' or or less, sup- r less, support at r port at peak. quarter points. Levante Levante de del Pico los los cuartos trusses de de tramo los 20 pies o 14 Trusses up to 20' > I trusses de 30 1.4- Trusses up to 31 menos. Trusses hasta 20 pies pies o menos. Trusses hasta 301 HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIC 12Hold each truss in position with the erection equipment until top chord temporary lateral re is installed and the truss is fastened to the bearing points. Sostenga sada truss en posid6n con equipo de gr6a hasta que la restricci6n lateral tempos cuerda superior este instalado y el truss esta asegurado en los soportes. Z Waming! Using a single pick -point at the peak can damage the truss. iAdvertenda! EI use de un solo lugar para levantar en el pito puede hater dafio al buss. HOISTING RECOMMENDATIONS FOR SINGLE ``�' TRUSSES 6p' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES I Apprmc. 12 truss length Tagline TRUSSES UP TO 30' _ reader bar TRUSSES HASTA 30 PIES r Yn Toe n Attach Locate Spreader bar 10' O.C. I _ Spreader bar 12 to ebwe or stiTmck max. jam-- 2/3 truss lenglh mid -height Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 Pies �— Spreader bar 713 to F– 3/4 truss length —SII Tagil - TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL 0 Refer to BCSI-82 Summary Sheet - Truss Top Chord T[ Installation & Temoora,v Restraint/Bracing for Lateral Restr more information. .. s (TCTLR) Vea el resumen BCSI B2 - Restricct6n/ �. 2x4 min. Ar oStre Temporal y Instalaci6n de los Trusses para mas informaci6n. I. Locate ground braces for first truss directly in 1_10 line with all rows of top chord temporary lat- eral restraint (see table in the next column). =90" Coloque los arriostres de Cierra para et primer truss directamente en linea con sada una de Brace first ITL las filas de restriction lateral temporal de la securely befo cuerda superior (vea la table en la pr6xima I erection of at columna). I trusses. r O Do not walk on unbraced �i trusses. 4 No camine en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1,71 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chola temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de Cierra. 3) Instale los pruximos cuatro trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para los planos de los miembros secundarios para estable JOS primeros cinco trusses (vea abajo). 6) Instale la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que tDdos los trusses est�pjastedados. QRefer to BCSI-B2 Summary Sheet — Truss Installation & Temporary Restraint/Bracing for more infonmatioru Vea el reslimen RCSI-B2 - Instalaci6n de Trusses y Arriosire Temporal para mayor informacion. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTR1CCI6N/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This re$traint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restricci6n y arriostre es pare todo trusses excepto trusses de Cuerdas paralelas 4x2. 1) TOQ CHORD — CUERDA SUPERIOR j Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lgngitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 4S to 60' V o.c. max. 45 a 60 pies 6 pies maximo 60' to 80" 4' o.c. max. 60 a 80 pies- 4 pies maximo See SCSI -Bra for TCTLR o;O!pr tt.-3t Vea el @(�@2 pare las t Refer to BCSI-83 Sum- ma Sheet—Permanent R shamci of Chords & Web Members for Gable End Frame restraint/bradng/ reinforcement information. Para informaci6n sobre restricci6n/arriostre/refuerzo alpara arnaz6n de hastial veah set ofel resumen RCSI-63 — Rg-63 — Re- striod6n/A o tL ron/Ar 'osstree Ground bracing not shown for clarity. Repita los arrisotres -Consult a Professional Engineer for trusses longer than 60'. `Consulte a un ingeniem para trusses de mas de 60 pies. See SCSI -Bra for TCTLR o;O!pr tt.-3t Vea el @(�@2 pare las t Refer to BCSI-83 Sum- ma Sheet—Permanent R shamci of Chords & Web Members for Gable End Frame restraint/bradng/ reinforcement information. Para informaci6n sobre restricci6n/arriostre/refuerzo alpara arnaz6n de hastial veah set ofel resumen RCSI-63 — Rg-63 — Re- striod6n/A o tL ron/Ar 'osstree Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas vde Cuerdas v diagonales para Cada miembros secundarios. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Alagonal LATERAL RESTRAINT Bracing & DIAGONAL BRACING Web Members ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL `\ ARRIOSTRE DIAGONAL \ Bottom Chords SON MUY IMPORTANTES! �/ Diagonal Braces every 10 10'-15' max. Same spacing as ® truss spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR _ Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords 10'-15' max. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES L4 RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 QRefer to BCSI-B7 Diagonal Bracing f Summary Sheet 10' or 15" Repeat Diagonal Bracing � - Temporary & Per- _��>�� / every 15 truss spaces (30') m R �r t/nmanent Rnt R air ttL Bracing for Paratlelfor Parallel T11 J I Chord Tr e5r cies for (I , I (1 more information. Vea el resumesApply Diagonal Brace l 1/' BCSI-B7 — Restric- t d6n v Arriostre vertical webs at end of Temporal v cantilever and at bearing All Lateral Restraints locations. lapped at least two trusses. Permanente de Trusses de Cuerdas -Top chord Temporary Lateral Restraint spacing shall be Paralelas para mos 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. informad6n. INSTALLING - INSTALACI®N lqul"orl;,ept;:. n( Tolerances for Out -of -Plane. F114" o gf Isadill Max. Truss !v 1 Tolerandas para Fuera-de-Plano. Bow Length Max. Bow D (ft) Length —► a3l4" 12.5' ri I 1' 7/8' 14.6' I Max. am ce^gth —'D 12' 2' Max. Bow 1' 16.7' 3/4' 3' �_ Length1-1/8' 18.8' 4' 1-1/4" 20.8' n 1-114' 5' Plumb bob 1-3/8" 22.9' I'7f Tolerances for 1-12' 6' lJ Out-of-Plumb.1-12' 25.0' 1 -l4' T Tolerandas para D/5o max 1-3/4' 29.2' Fuera-de-Plomada. )�"nF 2_ z8 . 2' 2,33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all lateral restraint and f Matitttnum sli vi ght;' bracing is securely and properly in place.o4lAaiir Qn,TryAlt%.;R; No proceda con la construcci6n hasty que todas las restric- Material Height Bones laterales y los arriostres esten colocados en forma aproplada y Segura. Gypsum Board 12' rCon�te d or OSB 16" Do not exceed maximum stack heights. Refer to BSC mmary 'led - Construction Loading for more infprnatlOn. shingles 2 bundles No exceda las maximas alturas recomendadas. Vea el resumes Block a" HCSI-64 Cama de Construccion para mayor informad6n. e 3-0tiles high Do not overload small groups or single trusses. No sobrerargue pequenos grupos o trusses individuales. Never stack materials near a peak. Nunca amontone material cerca del pito. 91 Place loads over as many trusses as possible. Coloque las cargas sobre tantOS trusses Como Sea posjble. ?Shmnt'Ndgmint0�1 I /fPosition loads over load bearing walls. L) Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to 5 Summary Sheet - Truss Damage Jobsite Modifications & Installation Errors. Vea el resumes I B5 Dartos de trusses Modifications en la Obra v Errores de Instalaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del disefio del truss. 0 Trusses that have been overloaded during construction or altered without the Truss Manufacturer! prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcd6n o han sido alterados sin Una autonzacl61 previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contratmr and crone operator is applcaolel are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective a perience of leading personnel inwolved with truss design, -facture and installation, but must, due to the nature of r spons"ities involved, be presented only as a GUIDE for use by a qualified Budding Designer or Contractor. It is not intended that these recornmendations be interpreted as superior[o the Budding Designer's design specification for hanAng, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restrains g/bocing and providing stability for the walls, columns, Boors. roofs and all the interrelated structural budding components as determined by the contractor Thus, WTC4 and TPI expressly disclaim any responsibility for damages arising from the use, applicdbon, m reliance on the recommendations and information contained herein. �� 1 .e..�tn.�... TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, Wt 53719 218 N. Lee SL, Ste. 312 • Al -andira, VA 22314 608/274-4849 • www.Sbcindustry.com 703/683-1010 • www.tpinst.org 81WARNIW7 2006111 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2XB(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T -BRACING OR T -BRACE L -BRACING: OR L -BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT B" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACE 41 1. r. � - to atMU.8, Udki.M ahtpplat, 1.4� and to.alag. ae.r to ■.d ton.,o TC LL PSF REF CLB SUBST. xs (&dt.e C—p.■mmt sate fafmmatlaa, by TPI .ad W=) to -Mr moahe.e Me* to ne*�t Ped. �*.�c per JIM Dnlra aatad seh-olav, tap nhra ahaD la.. b atla.h.d ■troat,ae p.nnL .ro bol 'Smd ■b.0 na.. ■prep rty ■tt■anea rfdd �'� �� � 9cID TC DL PSF DATE 1/1/09 DRWG BRCLBSUB0109 r a nn&w. Ill. tbs. J.1 a canes 1 now p■ t men�ieserm�,two.. BC DL PSF -IMMO UTr» rn>otzat COPY or rtes Dma TO DMIJATmN COtrttt CM BC LL PSF Components Group Inc. � lnt1dbq �peac4� the Le. Qf"M) ■hall aet W Mate ■" d.rtaUen from this dealp, to&— is b,&d th■ tsar to eeeS■raanoo vhi TPI, or f.brli oldj, h..dit teat0ind ! Building any , ■hippht/, bndsy ad tram. tntew ■ean.etor *tr —mad. of eO/le/Sea CIF."1113 LM AM pad. 37/40/90 TOT. LD. PSF �hLr. � . �aoro�p.eb. w+P�� positioned) aft sd�H47 AA .■ - t tnMd�laai« md���pa■��+b DUR. FAC. I. th. tmaa eamp.n.n! deet, .hoe. The ■efabdttT and nr er tht, aaap■eant ter ay trotteh,e >, Cha r.apm.t1dIHT of the 11.11ftSDootow per AMMITR 1 Sm. t. 'ar ...A bft.� M, ....tpiart.mm; ' 1CCt w, r4ac d SPACING Eadh City, AAO 63045 .are 41 Valley Detail - ASCE 7-101 180 mph, 30' Mean Height, Partially Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better, Attach each valley to every supporting truss witht 560# connection or with (1) ITWBCG HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph, 30' Mean Height, Part, Enc. Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 160 mph, 30' Mean Height, Part, Enc. Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 Cut from 2x6 or larger as req'd 11 4-0-0 12 12 Max, (— W2X4 W2X4 W2X4 B-0-0 -i W2X4 16-0-0 Unless specified on engineer's sealed design, apply 1x4 'T' brace, 80% length of web, sane species and SRB grade or better, attached with 8d box (0,113' x 2,5') nails at 6' o,c , or continuous lateral bracing, equally spaced, for vertical valley webs greater than 7'-9', For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of web, same species and SRB grade or better, attached with ed box (0,113' x 2.5') naps 2 6' o.c, Top chord of truss beneath valley set must be braced with) properly attached, rated sheathing applled prior to valley truss Installation, Or Purlins at 24' c,c, or as otherwise specified on Engineer's sealed design. Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design. Wwx Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Pitched Cut Bottom Chord Valley Bottom chord may be square or pitched cut as shown, W2X4 Valle Spacing Square Cut Stubbed Valley Bottom Chord End Detail Valle 12 4X4 12 Max, � W1X3 W1X3 6-0-0 W1X3 (Max Spacing) W1X3 W2X4 SQaG W1X3 W5X4/SPL s W4X4 --� 3F ❑ptlonal Hip Joint Detail TC LL 30 30 40PSF REF TC DL 20 15 7 PSF DATE BC DL 10 10 10 PSF DRWG BC LL 0 0 0 PSF TOT, LD, 60 55 57PSF DURIAC,1,25/1.3311.13 111 SPACING 24,0' VALLEY DETAIL 2/16/12 VAL180100212 — 20-0-0 (++) Supporting trusses at 24' o,c, maximum spacing, nVARNINCil— READ AND FO.LOV ALL NOTES ON THIS DRAWINGI swiHPORTANTss FURNISH THIS DRAWING TO ALL C13NTRACTIIRS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricatho, handtlnp, shlpphg, Installing and bracing. Refer to and follow the latest SCSI Ouldnp Component Safety Infornatlon, ////TPO edtlan of by TPI end VTCA> for safety Dprnctices prior to perfrnIng these functloms, Installers shalt provide temporary bracing per DCSI, lM�trss noted othenlse, top chord shall have properly attached structural sheathing and button chord shall have o roperly attached Hold ceiling, Locations shown for permanent lateral restraint of webs shall have i,raclno Installed DCSI sections 33, 37 or 310, as applicable, Apply Gates to per each face of truss and position as whown above and on the Details, unless noted otherwise, Bullding Components Group Inc. Joint Refer to H^awings 160A -Z for standard plate positions, ITW Bolding Components Group Inc. shall not be responsible for any deviation from this drawing, any fal— to bold the truss In ca+formamce with ANSI/TPI 1, or far handling, shipping, Instatlatlon t bracing of trusses. A seat on this drawing or cover papa listhq this drawing, Indicates acceptance of profssslorul enpheerhp reeponslbAlty solely for the design shown The suitability and use of this drawing far any structure Is the responsibility of the bAdIng Designer per ANSI/TPI 1 Sec.2. • Earth City, MO 63045 Fon' more Information sae this Job's oeneral notes paoe and these web sites 1TWDCCy sww,Rwbcpcom TPIt www,tphst.orpl VIM www.stock Astry.orol ICCs www.itcsafe,org s W4X4 --� 3F ❑ptlonal Hip Joint Detail TC LL 30 30 40PSF REF TC DL 20 15 7 PSF DATE BC DL 10 10 10 PSF DRWG BC LL 0 0 0 PSF TOT, LD, 60 55 57PSF DURIAC,1,25/1.3311.13 111 SPACING 24,0' VALLEY DETAIL 2/16/12 VAL180100212 NOTES: STEPDO NN HIP CORNER SET DETAIL T ORNER JACKS 2'-0" 2'-0" 2'-0" 2'-0" V-0' 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS. 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 * (3) 16d (0.162"x3.5") TOE—NAILS (2) 16d (0.162"x3.5") TOE—NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE -NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# ui 1 CJ3 CJ5 TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN: -TAF"G- READ AM 701MV ALL n= OR T= 0= Traaset ngelre extreme can !a [ebrkattnt, beadllvy sblpp)nj, IvlelBnf and breetrK. Refer to snd feller DC,I (ftmeti Comyeaeat tWetf Inlormallen, bf IPI sad TTG) !or salet7 yraelisn prior to yarformtai tbme toaetfens. 7attanen abeD protide temperas braeit>t Dor 11151, lhile@va soled otherwln, toy chord than hen prvp�ettanhed stzuattanl paaeL sad bettam aberd Khali hen propetif atlanhed d calling. Leeatl Ysho for permeaent lateral restraint of webs Khan ben brocfnd Installed per aectkw RS Q 8/. Ree thfa Job's semarel not- page far more fnfermati m. a n1P1XXf"T" fUnM COPY 0/ T= nl91CN TO DWAUAn0A COH2J LMM. rft/ Halldtnd Compnasais Croup Ins. (nTDCO) than not be taspeadbls !ar u dsrla - frwa We daH�. my faflare to bn11d the truss In eeafortam" with IPL se• fn5rleatlnt, handl 14pyu, lnttdnas a braefng of truseas. ff*DC0 oamaeeter plates era made e! 20/10/leU (4. All) UM lobs trade 3I/40/60 (11/►/7i,9) LW'. stall ADDtf p-taa to stab Isco of tnus, petttlemed u thews then and ea fe1aL retells. f Keel as tbL drowtns or serer psis fadleatae aooeptanee and prolesafomel engineering responsibility adady !or the trur eempmant dadgn shouse. The s¢ttabflitf and we of this eompenent fm my building is the rpcadbtDtf of tba Daltdlaa Dadp�er Dr AN9!/'fPt 1 Seo. 2 1106: wwwltwbeg,eea; TPI: www.lpinat.eem; Y'Tf'.A. www.sboi dnstry.sem: ICC: wnrleanla.org HIP JACK END JACK TC LL 20-30 PSF rDRWG EF TC DL 7-20 PSF ATE BC DL — PSF BC LL 10.00 PSF TOT. LD. 37-55 PSF DUR. FAC. 1.25 SPACING 2-0-0 Of W 0 Of 0 3/21/12 STEPDOWN HIP HIP GIRDER CJ5 CJ3 SPG Q Cil z W Lo 4 U U U W W T ORNER JACKS 2'-0" 2'-0" 2'-0" 2'-0" V-0' 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS. 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 * (3) 16d (0.162"x3.5") TOE—NAILS (2) 16d (0.162"x3.5") TOE—NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE -NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# ui 1 CJ3 CJ5 TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN: -TAF"G- READ AM 701MV ALL n= OR T= 0= Traaset ngelre extreme can !a [ebrkattnt, beadllvy sblpp)nj, IvlelBnf and breetrK. Refer to snd feller DC,I (ftmeti Comyeaeat tWetf Inlormallen, bf IPI sad TTG) !or salet7 yraelisn prior to yarformtai tbme toaetfens. 7attanen abeD protide temperas braeit>t Dor 11151, lhile@va soled otherwln, toy chord than hen prvp�ettanhed stzuattanl paaeL sad bettam aberd Khali hen propetif atlanhed d calling. Leeatl Ysho for permeaent lateral restraint of webs Khan ben brocfnd Installed per aectkw RS Q 8/. Ree thfa Job's semarel not- page far more fnfermati m. a n1P1XXf"T" fUnM COPY 0/ T= nl91CN TO DWAUAn0A COH2J LMM. rft/ Halldtnd Compnasais Croup Ins. (nTDCO) than not be taspeadbls !ar u dsrla - frwa We daH�. my faflare to bn11d the truss In eeafortam" with IPL se• fn5rleatlnt, handl 14pyu, lnttdnas a braefng of truseas. ff*DC0 oamaeeter plates era made e! 20/10/leU (4. All) UM lobs trade 3I/40/60 (11/►/7i,9) LW'. stall ADDtf p-taa to stab Isco of tnus, petttlemed u thews then and ea fe1aL retells. f Keel as tbL drowtns or serer psis fadleatae aooeptanee and prolesafomel engineering responsibility adady !or the trur eempmant dadgn shouse. The s¢ttabflitf and we of this eompenent fm my building is the rpcadbtDtf of tba Daltdlaa Dadp�er Dr AN9!/'fPt 1 Seo. 2 1106: wwwltwbeg,eea; TPI: www.lpinat.eem; Y'Tf'.A. www.sboi dnstry.sem: ICC: wnrleanla.org HIP JACK END JACK TC LL 20-30 PSF rDRWG EF TC DL 7-20 PSF ATE BC DL — PSF BC LL 10.00 PSF TOT. LD. 37-55 PSF DUR. FAC. 1.25 SPACING 2-0-0 Of W 0 Of 0 3/21/12 STEPDOWN HIP 1 15 ��H dI-- ---- 9 o - ponents- Grou.. ...........p.. - - - 70Gx x 1-"x12 etiiais ?�-a e_148' r :-- 10x3 Ca.: �mcr• Cd2sls 0_7 3` x 3.•= 16H Cox xmon Nails ara 0.162" x 3_ REPOET i FO E P, 5i SCG COMS C;7.301PP� 1�f---? LORIDCA Sa3+F-L -Iiber $. 2 G 10 HHULD op ..e Pf'u.SyS :lccn:-..rt .'-11'F:- :! j`-.o..�..�. 9`:Y`-1d?�.s i;t 3 -".'���i'.t,c ice: -if uSa Flo4ida &,`Mag .:tea ai 3ft::i if; ba F:'.cnoua"lGa Soumem Pine (0.55 Specific C,ravifi/) Swam Pine OM Spod5c Gravity) PRODUCT CODE PMEICT CODE SUPPORTED 1r[E3iiBER PRODUa i'skUGE HAHGER:OMENS10!!.- .CL:M ' I]Vlb t UYE#iAIJtUJtil_8(ER111i0[9.F�lLTOft 31x[0713 ..... HEIM 31EPTN n COL,'MaK UL TYPE flSiklM..-..... -.. JOIST JDLST kEADEA.. .x0157 SVE MY- ` ALLMAMEDOisi)>; MD LUDS _. .. - 1:.-. 115. 1?5 16 ; AUDMLiUPWARDLUM Ll3d_D_DfIRATiOII FACTOR - : t 1:#5...:'x25 . t b AHU26 11/2 18 1 W16 51/2 23/4 0.148'X1.5` 8 0.1625x3.5' 24 3350 3350 3350 3350 1025 1175 12W 131x AHU28 11/2 18 19116 61/2 23/4 0.148'x1.5' 12 0.162513.5' 24 3655 4095 4250 4375 1535 1765 1915 206( AHI1210 1112 18 i9/1s 81/2 2 314 0.148'x1.5' 16 0.162'x3.5' 24 3655 4200 4565 5605 2045 2350 2555 3271 AHU26-2 3 18 37116 51/2 23/4 0.1485x3.0" 8 0.162'x3.5' 24 3350 3350 3350 3350 1025 1175 1280 130'. AHU29-2 3 18 37/16 51/2 2314 0.148`x3.0' 8 0.162513.5 24 3555 4200 4375 437S 1535 1765 1915 i l AHU210-2 3 18 37116 51/2 2 314 0.148'x3.0' 8 0.162'x3.5' 24 3655 4200 4565 5845 2045 2350 2555 3271 AHU48 31/2 18 39116 51/2 2314 6148503.0' B 1 0.162X35' 24 3350 3350 3350 3350 1025 1175 1280 130! MM 31/2 18 39116 51/2 23/4 0.148'%3-0' 18 0.162'x3.5' 24 3655 4200 4375 4375 1535 1765 1915 2061 MUM 31/2 18 39116 51/2 2314 0.148Y3.0` 1 8 0.162145' 24 3655 4200 4565 5845 2045 2350 2555 3271 70Gx x 1-"x12 etiiais ?�-a e_148' r :-- 10x3 Ca.: �mcr• Cd2sls 0_7 3` x 3.•= 16H Cox xmon Nails ara 0.162" x 3_ REPOET i FO E P, 5i SCG COMS C;7.301PP� 1�f---? LORIDCA Sa3+F-L -Iiber $. 2 G 10 HHULD op ..e Pf'u.SyS :lccn:-..rt .'-11'F:- :! j`-.o..�..�. 9`:Y`-1d?�.s i;t 3 -".'���i'.t,c ice: -if uSa Flo4ida &,`Mag .:tea ai 3ft::i if; ba F:'.cnoua"lGa Soumem Pine (0.55 Specific C,ravifi/) PRODUCT CODE SUPPORTED MEMBER PRODUCT GAUGE HANGER DIMENSION CLEAR OVERALL OVERALL p{I)TH . HEIGHT DEPTH (m) M Cal) COMMON NAIL TYPE FASTHMS JOIST HEADER SUE OTY SIZE OTY ALLOWABLE DOWNWARD LOADS LOAD DURATION FACTOR 1 1.15 125 1.6 ALLOWABLE UPWARD LOADS LOAD DURATION FACTOR 1 1.15 125 1.6 AGUS26 11/2 12 1 518 5 7/16 41/4 0.14850.5' 24 0.1625035' 30 4925 5035 5035 SMS 2741 2740 2700 2700 AGUS2R 1112 12 1 5/8 615/16 41/4 0.148`x1.5' 30 0.162'x3.5' 40 655S 7410 7410 7410 3485 3485 3585 3485 AGUS210 112 12 1 SIS 815/16 41/4 6.148'x1.5' 38 0.162'x3.5' 50 8210 8865 8865 8865 5035 5035 5035 5035 AGUS212 11/2 12 1 518 1015116 4 114 0.148'x15' 45 0.1625x3.5' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS26-2 3 12 3 1/8 5 7/16 41/4 0.148';3-0' 24 (.162')aa^ 30 4925 5MS 5035 5035 2700 2700 270x7 2700 AGUS28-2 3 12 3 7/8 6 15/16 41/4 0.1485x3.0' 30 0.162'x35' 40 6565 7410 7410 7410 1 3485 3485 3485 3485 AtU MO -2 3 12 3 118 815/16 41/4 0.3485130' 38 0.162`x35' 50 8210 8865 8865 8865 5035 535 5(135 5035 AGUS212-2 3 12 3 1/8 1015;16 41/4 0.14853.0' 46 0.162')135' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUSZ&-2i 3 12 3 7116 57116 41/4 0.148503-0' 24 Q162'-415' 30 4925 5035 5435 5035 2744 2700 2700 2700 AGUS28-217 3 12 3 7116 6 15116 41/4 0.148'x3.4' 30 6162'x3.5` 40 1 6555 7410 7410 7410 3485 3485 3485 3485 AGUS210-2T 3 12 3 7/16 8156 41/4 0.14853.0' 38 0.162503.5' 5D SZ10 8865 8865 8865 5035 5035 5035 5035 AGUSZ12 ZT 3 12 3 7116 10 75/16 41/4 0.1485x3.4` 46 0.16Z' 3.5' 60 9240 9240 9240 9240 6455 6475 "0475 6475 AGUS46 31/2 12 3 S18 5 WIG 41/4 0.148'X3.0' 24 0.16253.5' 3D 4925 5035 5035 5035 2741 2700 2700 2700 AGUS48 31/2 12 35/8 6 15/16 41/4 0.148'x..3-0' 30 0.1625x3.5° 40 6565 7410 7410 7410 3485 3585 3485 3485 AGUS410 3112 12 3 548 81511 5 4114 0.1485x3.0' 38 0.16253.5' 50 8210 8865 W65 8865 5035 5035 5035 5035 AGUS412 3112 12 3 5/8 1015.116 4114 0.148``.03.0' 46 0.162'X35' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS26-3 4 112 12 4 SJB 5 7/1'0 4114 0_148503.0' 24 0.162'X3.5' 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28-3 4112 12 4 518 615116 4114 0.148'x3.0' 30 0.162'x3.5' 40 6555 7410 7410 7410 3485 3485 3485 3485 AGUS210-3 41/2 12 4 5/8 815116 4114 0.148'X3-0' 38 0.162X35° 50 8210 8865 8865 8865 5035 X35 5435 5035 AGUS212-3 4 112 12 4 5/8 10 15116 41/4 0.148'x3.0' 46 0.162'X3_ 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS25 3T 4 1/2 12 5 57116 4 114 0.148'X3-0° 24 0.162"93.5 30 4925 5035 X35 5035 2700 2700 2700 2700 AGUS28-3T 4 1/2 12 5 615116 41/4 0.148'X3.0' 30 0:1625x3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-3T 41;2 12 5 815/16 4114 07485x3.0' 38 0.162`x35' 5Q 8210 880"5 8865 8865 5035 5035 5035 5035 AGUS212-3T 41/2 12 S 7015/16 4 1/4 1 0.1485x3.0' 46 0.162°x35° 60 9240 9240 9240 9240 6455 6475 0475 6475 70Gx x 1-"x12 etiiais ?�-a e_148' r :-- 10x3 Ca.: �mcr• Cd2sls 0_7 3` x 3.•= 16H Cox xmon Nails ara 0.162" x 3_ REPOET i FO E P, 5i SCG COMS C;7.301PP� 1�f---? LORIDCA Sa3+F-L -Iiber $. 2 G 10 HHULD op ..e Pf'u.SyS :lccn:-..rt .'-11'F:- :! j`-.o..�..�. 9`:Y`-1d?�.s i;t 3 -".'���i'.t,c ice: -if uSa Flo4ida &,`Mag .:tea ai 3ft::i if; ba F:'.cnoua"lGa :1y�O l: : j;LL SHEE S IMUST BE PEti'1 =1 1ED N}}ANTI-DA.DE COUNTY BUILDING DEPARTMEN i Herbert S. Sa-ffir Permitting and Inspection' Cerit.er * : 11305 SW .26th Street (Coral Way), • Nliami, Florida 33175-2474 -•(786) 315-2100 ! ARPLI.CATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE, PLAN- REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR DEPARTMENT OF ENVIRONMENTAL RESOURCESANAGEIYIENT Job Address - �'g �,` O / Contractor No. GCS C 97 S Folio Last four 4 digits of Qualiner No. i) gi 74S LU > Lot a o a a Contractor NPmeJ A e(/ 7° Block U c Subdivision pBpg G -Quali;ier Name -{ �.0 et. 0 o 0 J - Mites and bounds ' U = Address �O 1 Cj 411 = City State Zip [ ] New Construction on []'Demolish ]Shell Only Current use of property Vacant Land [ ]Alteration Inter or Addition Attached Description of Work �� _��- � o kn " ` o ' [ ] Alteration Exterior la ('I r dition Detached [ ] Re -Roof. . (]Relocation of Structure Fdeindation Only Sq. Ft. Units Floors. L [) Enclosure [ I Re air O P; pair Due to Fire : i .. n Va.lue of Work J� MELD *' [ ].Chg. Contractor. Owner Pddres �. G W' Category ] [ ] Re -Issue ' W F ..: [. ] METE -. �.. Re-stam p N Ci �R C �!U c!1St2te_ Z'iP L W.. [MLPG [.� MMEC w [ ]Revision 3 Phone Last four (4) digits of a [ ) FIRE `� [, ].: Not Applicable for . Fire Owner's Social Security No.. aName �CVkel 4-+' Name '. F b Z a r ~ LU -LU> Address ✓U v� �7'^Jt Address City State Zip. City a Jt^ Sta{e �p� � LLJc `-' ,Phone �fr�� Phone 30J�!z I I am requesting a Special Request Plan .Review (S -PI) to be scheduled as soon as possible at the rale' of $.190 for the first hour and a c $65 per each addition hour in 'addition to the review fees.. Minimum charge one-hour. N w w . ... .. Request: .151 Cr w Date:', 2 Request: Cr - Dater r 3 Request:. - Date: Z 1 am requesting Optional Plan- Review (GFR), to.be scheduled as soon aspossiole at the roti. of $75 for each discipline: Additional 4 _ review fees may apply. _o LU 51 P.equest. _ No D E R M O P R _ 'C_O . Date: ?Ad . Request: z c Dale: 3' Request: _ NO expedite reviews Date: Y1F-03011f1.�Acai�c�1 Pv+nil r19p11a6nd,c . Regulatory and E:onomic Resources MtAMfDj4DE } "-' �y, 4,, Herbert S. Saffir Permitting and Inspection Center �. 11805 S.W. 261h Street l Miami, FL 33175-2474 Cidr.7Ne c,ei.ni'r r; crrn '_dry 1 786-315-2100 miamidade.gov/permits CONTACT INFORMATION FOR PERMIT APPLICATION i Dear Applicant: Please complete the following information. Your ema;l address is required so you can be notified on the status of your plans. First Name: (PRINT CLEARLY) V141LLast Name: (PRINT CLEARLY). EI(i( Cellular Number: , Jdr- Zs 2L Office/Home Number: 0L , CD't, EMAIL Address: F A Co N T Comments: If you are submitting a municipal plan, please provide the municipal process number(s) and ensure the municipal application is in the office set of plans ❑ ALL ❑ BLDG ❑ HCAP ❑ LANDSCAPING ❑ ROOF ❑ SIGN ❑ PERMIT BY AFFIDAVIT CHECK REQUESTED REVIEWS %P\ ERM ❑ ELEC ❑ MECH ❑ PLUM ❑ STRU ❑ ZNPR ❑ SHORT TERM EVENT AFFIDAVIT CHECK -FOR OFFICE USE ONLY- ❑ ENRG 4 FIRE /01 ❑ PWKS ❑ PWCC ❑ WASD 2`�WIF ❑ OPTIONAL PLAN REVIEW ❑BLDG ❑ELEC ❑MECH ❑PLUM ❑STRU TO BE COMPLETTEED BY BUILDING AND OCCUPANCY REP ESEN VE OR PLANS PROCESSING SPECIALIST: Application Date: " / /-?/ (f Clerk Name: 7� ' me. Arriv I Ti ' /' , -3-i Process No(s): 00 •I' MONO T v ElRe-Issue F-1Rework 1."e7bIs0 [Lf 14Q ❑ Plan Revision ElShop Drawing a me. �G BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shlores'Villa a -- Building Department j NOV 25 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 -- INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2B1-4/ Master Permit No,;r/ ❑ ROOFING ❑PLUMBING ❑ MECHANIC L ❑PUBLIC WORKS JOB ADDRESS: s , "�' Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATIONSHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/ParcelM&&2.4t� /ag 2 �:M _ Is the Building Historically Designated: Yes NO Jz::�o Occupancy Type: Load OWNER: Name (Fee Simple Titleholder):= Address:2 WO City:X�LQAO:;:tuvusl`' Tenant/Lessee Name: Email: Construction Type: Flood Zone State: BFE: FFE: Phone#: hone#: x,138' .% CONTRACTOR: Company Name: ► !�[ Phone#: o �� / Address:/� City: /(_ 1� `P `P State: Zip: ,J --p1 Qualifier Name: 7z. IL t— / i�( �L' � N Phone#: Yv State Certification or Registration #: d N% C? Certificate of Competency #: DESIGNER: Architect/Engineer: Add City: hone#: _State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addjiiione ion _ ❑ New ❑ Repair/Replace Description of Work: r SS a- L e ❑ Demolition Specify color', of c'olo'r. thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ e O - Ua_ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatureyz�3&�,e ignature 'tea OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 r , by who is personal) knotwnn me or who has produced _ L identificatiun and who did take an oath. NOT^ov ei ion ir. Sign Prirr The foregoing instrument s acknowledged before me this 't ✓ day of 0(/ 20 r s by ,f2le- I11AiIg personal known to me or who has produced identification and who did take an oath. NOTARY PUB C: Sign: YQZt", Print: LoA-u o -71 y Seal: Seal: LAURA FARLEY. • LAURA Fi PA& * * MY COMMISSION # FF 188027 * * M' COMMISSION ► FF 18A027 EXPIRES: March 18 201 EXPIRES: Mende 16, 2019 ***«********�td�'M,�°**idd/di�rlFef�tp�,�t�*******•**********r******************`�**l��Oa************ as APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) e ___,SkyRock..Engineering, Inc i! -- _=---=_�=== www.skyrockeng.com TO: VICTOR BRUCE 370 NE 101ST STREET, MIAMI SHORES, FL. RE: SMITH-GILLESPIE RESIDENCE -REAR ADDITION 358 NE 101ST STREET, MIAMI SHORES, FLORIDA 33138 Sent Via ❑ Hand ❑Mail ❑Fed ,Courier ❑ Fax We are forwarding here with ❑ Prints ❑ Preliminary Drawings ❑ Specifications ❑ Working Drawings ❑ Report ❑ Calculations ❑ Letters Shop -Drawing ❑ Others Copies Date Description 2 10/22/15 TRUSS SHOP -DRAWINGS +� Copy to: Copy by: THANKS FOR YOUR BUSINESS! Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com tt r �� FLORIDA -BY:. COS -0 Ins -33t -C I=fc.3Cc :rte rs ue CQ=CTG<C M%n E`C3&&CFANCL J:;U&I •iA=_ City COUntv. . - f Elevation: E MAIL: F.LQT@BELfSOUTH.NE - s v � Lot j Block Job # Az2015 STATEMENT: certifthe: tosses listed on the attached seated index sheet have been des j/ LtTat the. engineering forigned and hec[ced far eompiiance with the Flodda Building Cade -2014 The trusses Mame been designed to provide � f -nm- fn vAnd and farces as required by the fdUCIVAng Provisions: LOADING COM.)ITIONS TRUSSES tRUSSES OF STRUCTURAL SUBMITTAL IED BY9PECIAL•Tf�EN1 MCIRR OF CHECKING: ITOP CHOFM LWE LOAD TOP CHORD LIVE LOAD ; THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS BEEN IS CONSISTENT WITH THE CONFIGURATION SET TOP -CHORD DEAD LOAD Top CHORD DEAD LOAD t FORTH IN THE STRUCTURAL CONSTRUCTION DOCUMENT (NO 4SIONS WAS PERFORMED), BOTTOM UIORD LIVE LOAD BogI70M GHORD LFVE LOAD THAT THE11T7AL HAS BEEN 'c ED PRS FESSIONAL SIGNEDBY A LC)kEjSUPSEA UNDERSTOOD 13o -C-1 OM CHORD DEAD LOAD � BOTTOM WCPID LOAD � OUR IIITEtJT At0 USED THE SPECIFIED CRITLRIA PROIADED IN CC,r)STRUlTION DOCUMENT (NO DETAILED CHECK OF ITOTALLOAD: TOTAL LOAD: CALCULATION' 'AS PERFORMED) ( REVIEW IDURATION FACTOP- s� / Lam./ DURAISTON FAGTOR: A ❑ MAML CUKRECTION NOTED Vind aRaipsis: ASCE 7- - MPH � O REVISE AND RESUMT ❑NOT APR VED ixposure'Categogr- /,S;EVIEWED BY: / , DATE: _ Mean t�gb .Height --- .Dmpu,ba etogrEt(T used for design: � �` � �� _ _ AIMEE RO6. 285 7157 - Almee_engfl@�lahoo.com 786.2857157 -FAX: 306.258 3346 a Attached is a index sheet submitted in accordance with Florida State 61G1S-31.003. The Pages numbered -----=% thru..._.are photocopies of the original designed and approved by me. As wittriess by my sea[, I hereby certi�y that the a46tre? fQfjrm atton*is*ti ua and correct to the best of.my knowledge and belief. •• ••• • • • • • • • • • • A.YEKTA KAVASCPGL"-, P.E• ' • •• 1�G1i��i1 � KAVASp',�, � � FL. REG. f*41310 `�� �P � 6500 W.R0DGER3.VlRCj Ejt5R00 BOCA RATON,fl. 3i3497%- M �� o000 •_ • • . • • • • OCT 15 2015 r , - ;(ONP` • • • • • • • • • • • •• •• • • • •• •- .... . . .... . OCT 15 2015 r , - ;(ONP` ` . ^ � » NO. TRUSS I.D. NO. —fRUSs —1—�O- TRUSS I.D. , v Ab PR ' ' - 737. FL. REG.441-310 op 0 6500VKR{)DGEKS[]R[lEffG00D B0C4RATON'Fl- -3J487' °° ° ° °°��Te, 502015 ° "^. Florida Quality Truss Main Office: Alt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net -Customer Information: - - - - - - Name: Contact: F&F CONST. Fill in later Address: City, State, Zip: Engineering -List Job th 15325 Date: -Project Information: Name: F&F CONST. - F&F CONST. Address: 358 NE 101 st. STREET City, State, Zip: MIAMI SHORES, FL Salesman: ( Notes Loading: TC BC Fill in later LL 0 0 Designer. DL 0 Q Fill in later i Engineering List I Seq. Qty Span Description Truss Slope BUT OH - L CANT -L STUB -L Height Num. Qty OH - R CANT -R STUB -R 1 4 22-06-00 Al o lbs. each \ 3.00 0.00 2x4 / 2x4 0.00 0.00 00-00-00 00-00-00 01-03-00 01-03-00 00-00-00 00-00-00 00-00-00 2 1 11-00-00 A2 o lbs. each _ 3.00 0.00 2x4 / 2x4 0.00 0.00 00-00-00 00-00-00 01-03-00 00-00-00 00-00-00 00-00-00 00-00-00 5 1 11-00-00 A5 04-00-00 V4 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 i 00-00-00 3 1 11-00-00 A3 3.00 0.00 0.00 ; 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each / _ 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 4 1 11-00-00 A4 10 \ 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 00-00-00 00-00-00 0lbs. each _ 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 5 1 11-00-00 A5 04-00-00 V4 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 i 00-00-00 0 lbs. each • • �_��-•�!g� / *2.x4 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 i 6 1 11-00-00 A6 3.00 0.00 0.00 00-00-00 01-03-00 00-00-00 00-00-00 0 lbs. each 2x4 2x4 / 2x4 0.00: 00-00-00 00-00-00 00-00-00 7 3 10-06-00 B1 3.00 0.00 0.00• 00-00-00 01-03-00 00-00-00 00-00-00 0 Ibs. each 2x4 / 2x4 0.00 00-00-00 01-03-00 00-00-00 8 4 04-03-00 J3 3.00 0.00 0.00 1 00-00-00 01-03-00 00-00-00 • 00-00-00 0 lbs. each 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 I nn o nn n nn n nn nn nn nn ni na nn nn nn nn nn nn nn •• ••• •• • • • •• • • • • • 00: • • • • • • • • • • • •• • • •• •• • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Page 1 of 1 0 lbs. each I 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 10 1 05-11-06 HJ3 2.12 0.00 0.00 00-00-00 01-08-07 00-00-00 00-00-00 0 lbs. each -- 2x4 / 2x4 0.00 00-00-00 00 00-00 00-00-00 11 1 04-00-00 V4 • • • • • • 1.000.09 0.00 00-00-00 00-00-00 00-00-00 00-00-00 o lbs. each • • �_��-•�!g� / *2.x4 0.00 00-00-00 00-00-00 00-00-00 •• ••• •• • • • •• • • • • • 00: • • • • • • • • • • • •• • • •• •• • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Page 1 of 1 IOD:(lbJZb) /Al Top chord 2x4 SP #1 Dense 13B Bot chord 2x4 SP #1 Dense_13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT SITE [ 3] W3X5 1.75 L 1.75 [ 4] W3X4 S 1.25 [12] W3X4 S 1.25 [13] W3X5 1.75 R 1.75 M 1=2X4TA1) Sib PLT. TYP -WAVE 11'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Deflection meets U360 live and L/240 tctal load. Creep increase factor for dead load is 1.50. 11'3" 20' 22'6" R=1253# U=557# RL=58/-58# W=8" (Rigid Surface) R=1253# U=557# W=8" (Rigid Surface) em's FLORIDA QUALITY TRUSS r TEL,: (954) 975-3384 TAX: (954) 978-8980 3635 PAR%CENTRAL BLVD. POMPANO BEACH, FL 33064 DESIGN CRIT=FBC2010RESrrPl-2(107 FTIRT40%(D%y 1(0) QTY= 4 TOTAL= 4 WING[ JDINO THE INSTALLERS. Tnrssss regidre caverna urs it nbiealing. hmi& . shippaV, asRa kV and bracing. Refer to and laaav dre elesl edb- d SCSI (5,A&V C.W—t Safely left—i., by TPI and WrCA) lar safety pr+mue Inion to P -d -m rap Nees h -tions. IWO—"P—W. tw arary &.-V Per Best. Unless tided allunsicL by dwd"Ism MOMMY as dwd se-exal steefhing end boa ova Mord shag have a IsoPedY sgadud Nd u&V. L..6— sIv, n Iw p Is ael resba" (vvba attic haw barng artaasd per SCSI sedinr S3, 07 w 810, ss appioabls Appy Males b each face of vasa and Ix~ as Wsw above and m Ihe.w: t Dtsaaa, ureas rased dheniae. Refer b dsawtga 1604-Z far standard pate pos4om nW S.I&V C—s writs Grail Irc. slut not M reap. be fen any devwlion Iran 1M drawing. enyfalse b IaAd Na vasa n —f --wish ANSIrrPI 1, a for IunOrV, hippkV.'VNIhjm p bs65 da . A seal an tete QavMg w a— page hW4 tlde *.MM, WkWas aaoept— d gofesslonal srgNMrbp nspaagilly.aey tw 81. tl..pn ehowe. The sufabRy andInc f feta d-Arig fm any ebuwae is Ba teapmelb•y d the Buidbp DoWWw per ANSMI 1 Sec.2. Fa was idaaafon see tivs lob's general notes page and these web sass: ITWSCG: wvwv.bwbcg.asn; TPI: wwx.lpinsl.ap; WTCA wvwv.sbcviduslry.com; ICC: wvw.iccsafe.wg •000.0 • • • 0000•• 0• • • • 0 0000•• • 0000•• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• • 0000•• • ••• 0000• •• •• •• • 0000•• • • • • • 0000•• 0000•• • • • 0000•• SEQ = 369049 REV. 10.03.12.0410.00 SCALE =0.2500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 220600 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN [ALPINEI[FBC201ORes/TPI-2001][A1][15325/1j [TCLL 30.011TCDL 15.01[BCDL 10.0)[BCLL 0.0 [DF 1.25)[OC 24.01[NM 1][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 [X-Loc][React][Size] ____= Repetitive Factors Used: Yes [ 1.25][ 1253)[ -58h][0.671 (20.581[ 1253)[0.67) 31 PLF @ 0.0 to 31@ 11.3 (y=16.3]( 06] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31( 06] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @ 0.0 to 20 @ 14.6 (y= 5.01[ 06] 0- 2 162 -277 0.00 0.23 0.23 27 4 SP #1 Dense 1 19.33 3.45 Plywd 20 PLF @ 14.6 to 20 @ 22.5 Iy= 5.0 I 06] 2- 4 162 -252 0.00 0.23 0.23 28 4 SP -#1 -Dense 1 52.18 3.00 Plywd 60 PLF @ 0.0 to 60 @ 11.3 [y=16.31[1008] 4- 6 1705 -2050 0.00 0.31 0.31 27 4 SP #1 Dense 1 67.83 3.00 Plywd 60 PLF @ 11.3 to 60 @ 22.5 [y=16.3)[1008] 7-12 1705 -2049 0.00 0.31 0.31 27 4 SP -#1 -Dense 1 67.83 -3.00 Plywd Brg.# 1 Vert.R= 1247.9 # Hor.R= 0.00 12-14 161 -253 0.00 0.23 0.23 27 4 SP #1 Dense I 52.18 -3.00 Plywd Brg.# 2 Vert.R= 1247.9 # Hor.R= -0.0# 14-15 162 -278 0.00 0.23 0.23 28 4 SP -11 -Dense 1 19.33 -3.45 Plywd 1- 3 284 -159 0.02 0.17 0.19 2 4 SP #1 Dense 1 20.78 -0.67 Diaph [FBC pass #21[OC 24.00][DF 1.25][NM 11 3- 5 2065 -1648 0.26 0.16 0.42 6 4 SP #1 Dense 1 73.58 -0.00 Diaph Repetitive Factors Used: Yes 5-10 1678 -1284 0.13 0.21 0.34 2 4 SP -01 -Dense 1 81.33 -0.00 Diaph 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3]1 06] 9-13 2064 -1648 0.26 0.16 0.42 3 4 SP -11 -Dense -1 73.58 -0.00 Diaph 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 06] 13-16 285 -159 0.02 0.18 0.20 2 4 SP -#1 -Dense 1 20.78 0.67 Diaph 20 PLF @ 0.0 to 20 @ 22.5 [y= 5.01[ 06] 0- 1 39 -50 -_ = Plate Member = _- PLATE MEMBER 0.50 -Vert- ----- 20 PLF @ 0.0 to 20 @ 22.5 (y= 5.0)[1008] 15-16 39 -51 -_ = Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- Brg.# 1 Vert.R= 797.9 # Hor.R= 0.00 6- 8 1705 -1929 -=-=Fictious Member=- SP #1 Dense 1 0.00 -Vert- ----- Brg.# 2 Vert.R= 797.9 # Hor.R= 0.0# 7- 8 1928 -1705 - -=Fictious Member=- SP #1 Dense 1 0.00 -Vert- ---- - - - - - - --__ _ _ _ _ _ _ _-_-_-=-_-_-=-_-= 10-11 1678 -1284 - -=Fictious Herber=- SP -01 -Dense 1 0.00 -Vert- ----- [Partial Unbal. Lt][OC 24.00)[DF 1.25][NM 1] 9-11 1648 -2064 - -=Fictious Member=-=- SP #1 Dense 1 0.00 -Vert- ----- Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3]( 0%) End Pts MaxTen MaxComp AXL GLC S Grade Length Brace 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3]( 06] 2- 3 459 -351 0.14 29 4 SP #3 13B 4.00 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.0]( 06] 3- 4 1699 -2099 0.93 6 4 SP -03-13B 52.77 20 PLF @ 14.6 to 20 @ 22.5 (y= 5.0 [ 06] 4- 5 308 -168 0.09 30 4 SP -13-13B 28.08 60 PLF @ 1.6 to 60 @ 11.3 [y=16.31[1008] 5- 8 344 -234 0.13 2 4 SP #3 13B 52.10 60 PLF @ 11.3 to 60 @ 22.5 [y=16.31[1008) 8-11 340 -235 0.13 2 4 SP -#3-13B 52.10 Brg.# 1 Vert.R= 1148.2 # Hor.R= 0.00 11-12 307 -168 0.09 29 4 SP -#3-13B 28.08 Brg.# 2 Vert.R= 1252.6 # Hor.R= 0.00 12-13 1699 -2097 0.93 3 4 SP13-13B 52.77 _ ----------------- 13-14 _______________ 13-14 459 -350 0.14 30 4 SP_ #3_138 4.00 (Partial Unbal. Rtj(OC 24.001(DF 1.251[NM 11 Reppetitive Factors Used: Yes Node X -Loc Y -Loc Plate Cq JSI Method deflY(L) def1Y(T) dxL dxT 3l PLF @ 0.0 to 31 @ 11.3 (y=16.31[ 06] 0 0.00 10.28 ---- ----- ---- ----- ---- ---- 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3)[ 0$] 1 0.00 10.24 2X4(Al) 0.80 0.34 0.00 L/999 0.01 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.01[ 06 2 1.55 10.73 1.5X4 0.80 0.38 N 0.00 L/999 0.00 L/999 0.00 0.00 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.01[ 06] 3 1.73 10.15 3X5[31 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 0.00 60 PLF @ 0.0 to 60 @ 1.6 [y=16.3][1008] 4 5.77 11.78 3X4[4] 0.80 0.97 N 0.07 L/999 0.15 L/999 0.02 0.04 Brg.# 1 Vert.R= 670.4 # Hor.R= -0.00 5 7.86 10.15 3X4 0.80 0.41 N 0.08 L/999 0.17 L/999 0.01 0.02 Brg.# 2 Vert.R= 568.2 # Hor.R= 0.0# 6 11.25 13.16 4X5 0.80 0.92 G 0.08 L/999 0.18 L/999 0.01 0.03 7 11.25 13.16 ---- ----- ---- ----- ---- ---- (Partial Unbal. Ltl)(OC 24.00][DF 1.25)(NM 11 8 11.25 13.16 ---- ----- ---- ----- ---- --- Reppetitive Factors Used: Yes 9 14.64 10.15 5X6 0.80 0.56 N 0.08 L/999 0.17 L/999 0.02 0.04 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 06] 10 14.64 10.15 ---- ----- ---- ----- ---- ---- 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 081 11 14.64 10.15 ---- ----- ---- ----- ---- ---- 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.01[ 06] 12 16.73 11.78 3X4[121 0.80 0.97 N 0.07 L/999 0.15 L/999 0.01 0.02 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.01[ 06] 13 20.77 10.15 3X5[131 0.80 0.98 N 0.00 L/999 0.00 L/999 0.02 0.06 60 PLF @ 20.9 to 60 @ 22.5 [y=16.31[1009] 14 20.95 10.73 1.5X4 0.80 0.38 N 0.00 L/999 0.00 L/999 0.02 0.06 Brg.# 1 Vert.R= 568.2 # Hor.R= 0.0# 15 22.50 10.28 ---- ----- ---- ----- ---- ---- Brg.# 2 Vert.R= 670.4 # Hor.R= 0.0# 16 22.50 10.24 2X4(Al) 0.80 0.34 0.00 L/999 0.01 L/999 0.02 0.06 [Partial Unbal. Rtl][OC 24.00][DF 1.25](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 11.3 (y=16.3][ 06] 31 PLF @ 11.3 to 31 @ 22.5 (y=16.31[ 06] 20 PLF @ 0.0 to 20 @ 14.6 [y= 5.01[ 081 20 PLF @ 14.6 to 20 @ 22.5 [y= 5.0,[ 06] 60 PLF @ 0.0 to 60 @ 11.3 1y=16.3][1008] 60 PLF @ 11.3 to 60 @ 20.9 [y=16.3111008] Brg.# 1 Vert.R= 1252.6 # Hor.R= 0.0# Brg.# 2 Vert.R= 1148.2 # Hor.R= 0.0# -------------- [MWFRS ASCE Perp/L++][OC 24.001[DF 1.60]INM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0)[1006) 10 PLF @ 0.0 to 10 @ 11.3 19=16.31[ 0%] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 061 -11 PLF @ 0.0 to -11 @ 11.3 L [y=13.3][1006] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 06] -13 PLF @ 14.6 to -13 @ 21.2 [y=10.01[1006] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0)[ 06) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[10061 -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5111006] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0]( 06] Brg.# 1 Vert.R= -8.5 # Hor.R= -57.8# Brg.# 2 Vert.R= -201.8 # Hor.R= 0.0# [MWFRS ASCE Perp/L+-]IOC 24.00)[DF 1.60](NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 14.6 (y=10.0][100; 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 0; 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3)[ 0; 11 PLF @ 0.0 to -11 @ 11.3 L [y=13.31[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ Oi 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[100 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0)[ 0; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.011100; -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5][1( 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 01 Brg.# 1 Vert.R= 245.4 # Hor.R= -57.8# Brg.# 2 Vert.R= 52.1 # Hor.R= 0.04 [MWFRS ASCE Perp/L-+)[OC 24.00][DF 1 60)[NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 14.6 1y=10.0][100 10 PLF @ 0.0 to 10 @ 11.3 Iy=16.3][ Oi 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 0 -48 PLF @ 0.0 to -48 @ 11.3 L Iy=13.31[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 -13 PLF @ 14.6 to -13 @ 21.2 [y=10.01[100; 10 PLF @ 1.3 to 10 @ 21.2 (y= 5.0]( 01 -48 PLF @ 0.0 to -48 @ 1.2 (y=10.01[100 31 PLF @ 11.3 to -31 @ 22.5 R (y=10.5][1( 10 PLF @ 21.3 to 10 @ 22.5 (y= 5.0][ 01 Brg.# 1 Vert.R= -459.0 # Hor.R= 46.8# Brg.# 2 Vert.R= -289.7 # Hor.R= -0.0# [MWFRS ASCE Perp/L--][OC 24 00]1DF 1.60)[NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 14.6 1y=10.011100; 10 PLF.@ 0.0 to 10 @ 11.3 [y=16.3][ OL 10 PLF'@'11.13t8l 10 @ 12 51 3][ O; 48 PLF'@ 0.0 to -48 @ i•1�3'L�Q 3.31[1( • • a 10 PLFv6 0.0 to 10 @ 1.2 [y= 5.0]( 0; 13 PLF•@•141.'6t8l 13 @ 21.2(yA10.0] (100; "' ' • 10 PLF'@ 1.3 to 10 @ ?I i 5.01 [ 0 • • • • • • -48 PLF @ 04 to -48@ •1.2 [y=16.01[100; -31 PLF @ 11.3 to -31 @ i2+5" [y10.5][1( • '•••••Big.# • • • 10 PLF•@024.3•t 10 1:rt.Pi.-_05.1 @ f2.5 [y= l.Oj[ Oi # 46.8# Brg.# 2 Vert.R= 35.8 Wjj=4• # Hor.&R= • 0.09 + • '[MWFRS AlCJ Ap/Q++][OC 2QJOl �F� 60] [NM 'yes •+•+++-31 Repetitive Enactors PLF @ 0.0 to Used: -31 • @ 11.3 Iv(y-13.3](1( • • • 10 PLF @ 0.0 to 10 @ 11.3+ 6.3][ O; • • 10 PLF%1j+3:6 10 @ t2'5'(rlt1.31f O; • • -13 PLF•@ 14.6 to -13 @ 41.2 [y=la.C;I100i • • • 10 PLF @ 0.0 to 10 @ 112•[y 4. C)[ 0; ' + • 10 PLF•@' 1 't: 10 @ t1.2 [y= ?.C)[ OL 48 PLf @*2j. tij 48 @ 22.5 [y=10.C)[100 -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.51[1( 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0)[ O; -13 PLF @ 1.3 to -13 @ 14.6 (y=10.0)[100 Brg.# 1 Vert.R= -201.8 # Hor.R= 57.84 Brg.# 2 Vert.R= ---------------------- -8.5 # Hor.R= -0.09 (MWFRS ASCE Perp/R+-][OC 24.00)[DF 1 60](NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to 10 PLF @ 0.0 to -31 10 @ 11.3 L [y=13.31[1( @ 11.3 [y=16.3][ 0; 10 PLF @ 11.3 to 10 @ 22.5 Iy=16.3][ OL 13 PLF @ 14.6 to 13 @ 21.2 ly=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O; 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 0; 48 PLF @ 21.3 to 48 @ 22.5 [y=10.01[100 -11 PLF @ 11.3 to -11 @ 22.5 R Iy=10.5][1( 10 PLF @ 21.3 to 10 @ 22.5 ly= 5.0][ O; 13 PLF @ 1.3 to 13 @ 14.6 (y=10.0][100 Brg.# 1 Vert.R= 52.1 # Hor.R= 57.89 Brg.# 2 Vert.R= 245.4 # Hor.R= 0.09 IMWFRS ASCE Perp/R-+][OC 24.00)[DF 1.60][NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [Y=13.31[1( 10 PLF @ 0.0 to 10 @ 11.3 (y=16.3]( O; 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3][ 01 -13 PLF @ 14.6 to -13 @ 21.2 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01 -48PLF PLF@@ 2133tto 148@@222.5[ y=10.0)[100%) -48 PLF @ 11.3 to -48 @ 22.5 R [pp=10.5][100%) 10 PLF @ 21.3 to 10 @ 22.5 (y= 5.0][ 0%] -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][100%] Brg.# 1 Vert.R= -289.7 # Hor.R= -46.8# Brg.# 2 Vert.R= -459.0 # Hor.R= 0.0# (MWFRS ASCE Perp/R--][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 11.3 L [p=13.3][100%] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 0%] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3][ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.0][ 0%] -48 PLF @ 21.3 to -48 @ 22.5 [y=10.0][100%] -48 PLF @ 11.3 to -48 @ 22.5 R [y-10.5][100%) 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 0%] 13 PLF @ 1.3 to 13@ 14.6 [p=10.0][100%] BrgA 1 Vert.R= 35.8 # Hor.R= -46.8# Brg.# 2 Vert.R= -205.1 # Hor.R= 0.0# IMWFRS ASCE Parl++][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L [y=13.3][100%] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3]( 0%) 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3][ 0%] -13 PLF @ 14.6 to -13 @ 21.2 `y=10.C](100%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 0%) 10 PLF 0 1.3 to 10 @ 21.2 [y= 5.0][ 0%) -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.51[100%1 -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][100%] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 0%] Brg.# 1 Vert.R= -19.5 # Hor.R= -0.09 BrgA 2 Vert.R= -19.5 # Hor.R= 0.0# [MWFRS ASCE Parl+-][OC 24.00][DF 1.601[NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 11.3 L (y=13.3](100%] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.31[ 0%) 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3][ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%) 10 PLF @ 1.3 to 10 @ 21.2 [9= 5.01[ 0%] -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.5][100%] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][100%] 10 PLF @ 21.3 to 10 @ 22.5 [y= 5.0][ 0%] Brg.# 1 Vert.R= 234.4 # Hor.R= -0.0# Brg.# 2 Vert.R= 234.4 # Hor.R= 0.0# - (MWFRS ASCE Parl-+][OC 24.00][DF 1,60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L [y=13.3](100%] 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3]( 0%) 10 PLF @ 11.3 to 10 @ 22.5 [y=16.3][ 0%] -13 PLF @ 14.6 to -13 @ 21,2 `y=10,0][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 21.2 [y= 5.01[ 0%] -59 PLF @ 11.3 to -59 @ 22.5 R [y=10.5][100%] -13 PLF @ 1.3 to -13 @ 14.6 [y=10.0][100%) 10 PLF @ 21.3 to 10@ 22.5 [y= 5.0][ 0%] Brg.# 1 Vert.R= -557.5 # Hor.R= -0.0# Brg.# 2 Vert.R= -557.5 # Hor.R= 0.0# ------------ [MWFRS ASCE Parl--][OC 24.00](DF 1.60)[NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 11.3 L [y=13.3][100%) 10 PLF @ 0.0 to 10 @ 11.3 [y=16.3][ 0%] 10 PLF @ 11.3 to 10 @ 22.5 [y=16.31[ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 21.2 [9= 5.01[ 0$1 -59 PLF @ 11.3 to -59 @ 22.5 R [y=10.5](100%] 13 PLF @ 1.3 to 13 @ 14.6 [y=10.0][100%) 10 PLF @ 21.3 to 10 @ 22.5 [y-- 5.0]( 0%] Brg.# 1 Vert.R= -303.5 # Hor.R= -0.0# BrgA 2 Vert.R= -303.5 # Hor.R= 0.01 IMWAS ASCE PrPD/L++][OC 24,00][DF 1,60][NM 1] Repetitive Factors Used: Yes 1p PLF @ 1.3 to -13 @ 14.6 [y=10.01[100%1 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 0$] 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.C][ 0%] -85 PLF @ 14.2 to -85 @ 22.5 R (p=10.5](100%] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3)[ 0%) 13 PLF @ 1.3 to 13 @ 14.6 [y=10,01[100%1 10 PLF @ 1.2 to 10 @ 21.2 [y= 5.0][ 0%] -11 PLF @ 0.0 to -11 @ 11.3 L [y-13.31 [100%] Brg.# 1 Vert.R= 308.6 # Hor.R= -4E.89 10 PLF @ 21.2 to 10 @ 22.5[y= 5.0][ 0$] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%) Brg.# 2 Vert.R= 139.3 # Hor.R= -C.09 -141 PLF @ 0.0 to -141 @ 3.0 L [y=11.2][100%) -13 PLF @ 14.6 to -13 @ 21.2 (y=10.0][100%] -------- 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ 0%] [MWFRS ASCE Pr1D+-1[OC 24.00][DF 1.60][NM 11 [CSC ASCE Wind Rt --][OC 24.00](DF 1.60][N 1) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01(100%1 Repetitive Factors Used: Yes Repetitive Factors Used: Yes -31 PLF @ 11.3 tc 20 PLF @ 21.3 to -31 @ 20 @ 22.5 R (p=10.5][100%] 22.5 [y= 5.0][ 0%] -11 PLF @ 0.0 to 31 PLF @ 0.0 to -11 @ 31 @ 11.3 L [y-13.3)[100%] 11.3 [y=16.3][ 0%] -13 PLF @ 0.0 to 10 PLF @ 0.0 to -13 @ 10 @ 1.2 (y=10.0)(100%] 8.3 [y=16.3][ 0%] Brg.# 1 Vert.R= 335,9 # Hor.R= -57.8# 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 0%] -85 PLF @ 11.3 to -85 @ 19.5 R [y=11.2](100%] Brg.# 2 Vert.R= 142.6 # Hor.R= 0.0# 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][100%] 10 PLF @ 8.3 to 10 @ 11.2 [y=16.31[ 0%] - - - - - - - - - - - - - - - 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 13 PLF @ 1.2 to 13 @ 14.6 [y=10.0)[100%] [MWFRS ASCE PrPD/L+-][OC 24.00](DF 1.60)[NM 1] 20 PLF @ 1.3 to 11.3 20 @ 21.2 [y= 5.0][ 0%] 22.5 10 PLF @ 11.3 to 10 @ 19.5 [y=16.3][ 0%] Repetitive Factors 13 PLF @ 1.3 to Used: 13 @ Yes 14.6 [y=10.0][100%] -11 PLF @ to 13 PLF @ 1.3 to -11 @ 13 @ R [y=10.5][100%] 14.6 [y=10.0][100%] -141 PLF @ 8.3 to 10 PLF @ 19.5 to -141 10 @ @ 11.3 L [y=13.3][100%) 22.5 (y=16.3]( 0%] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 0%] 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.01[ 0%] 13 PLF @ 14.6 to 13 @ 21.2 (y=10.0](100%) 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 0%] Brg.# 1 Vert.R= 578.8 # Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 0%) -11 PLF @ 0.0 tc -11 @ 11.3 L [Y=13.31 [100%] Brg.# 2 Vert.R= 578.8 # Hor.R= -0.0# -48 PLF @ 21.2 to -48 @ 22.5 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= .01[ 0%] ---------------------- _-__ _ _ _ _ _ _ = = _ -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.5](100%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][100%] [MWFRS ASCE PID1--](OC 24.00](DF 1.60][NM 1] 10 PLF @ 1.2 to 10 @ 21.2 (y= 5.0]( 0%) 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ 0%] Repetitive Factors Used: Yes 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0][ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[100%1 -59 PLF @ 0.0 to -59 @ 11.3 L (y=13.3][100%] -85 PLF @ 0.0 to -85 @ 8.3 L [y=12.51[100%1 -31 PLF @ 11.3 to -31 @ 22.5 R (qq=10.51[100%1 31 PLF @ 0.0 to 31 @ 11.3 [y=16,3]1 0%] _ 20 PLF @ 21.3 to 20 @ 22.5 [y= 5.0][ 0%] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.311 0%] (CSC ASCE Wind Lt-+D][OC 24.00][DF 1.60](NM 1) Brg.# 1 Vert.R= 589.8 # Hor.R= -57.8# 13 PLF @ 14.6 to 13 @ 21.2 [y=10.011100%] Repetitive Factors Used: Yes Brg.# 2 Vert.R= 396.5 # Hor.R= 0.09 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]1 0%] -23 PLF @ 0.0 to -23 @ 1,2 (y=10.01(100%] ------------------------------=---=---=-=-= =-= 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0]1 01] 31 PLF @ 0.0 to 31 @ 3.0 [y=16.31[ 0%] [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60)[NM 1) -59 PLF @ 11.3 to 13 -59 @ 22.5 R [y=10.5](100%) -141 PLF @ 11.3 to -141 @ 14.2 R [y=12.51[100%1 Repetitive Factors 13 PLF @ 1.3 to Used: 13 @ Yes 14.6 [y=10.0][100%] PLF @ 1.3 to 20 PLF @ 21.3 to 13 @ 20 @ 14.6 [y=10.011100%] 22.5 [yy= 5.011 0%] 31 PLF @ 3.0 to -13 PLF @ 1.2 to 31 @ -13 @ 11.2 [y=16.3][ 0%] 14.6 (y=10.0](100%] 31 PLF @ 0.0 to 31 @ 11.3 (y=16.31[ 0%] Brg.# 1 Vert.R= 40.9 # Hor.R= -0.09 31 PLF @ 11.3 to 31 @ 14.3 [y=16.3]( 0$] 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 0$] Brg.# 2 Vert.R= 40.9 # Hor.R= 0.0# -85 PLF @ 3.0 to -85 @ 11.3 L [y=13.3][100%] -48 PLF @ 0.0 to 20 PLF @ 0.0 to -48 @ 20 @ 11.3 L [pp=13.3][100%] 1.2 [y= 5.0)[ 0%) ------------------------------=---=---=---=-_-= [CSC ASCE Wind Lt -+][OC 24.00][DF 1.60)[NM 1) 31 PLF @ 14,3 to -13 PLF @ 14.6 to 31 @ -13 @ 2L5 [y=��3)[ 0%) 0][100%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[100%] Repetitive Factors Used: Yes 20 PLF ib 0.0 No 20 @ ♦[y L ly= .0)[ 0%]0010066 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0][ 0%] -23 PLF @ 0.0 to -23 @ 1.2 [y=10.01[100%1 13 PLF P 21.20to • 13 @ 22.5 (y=10.0][100%] • -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 3.0 [y=16.3][ 0%] -85 PLF @014.2 td -85 @�, 0.5)[100%1 • �Ty=� i1[ 0 -31 PLF @ 11.3 to -31 @ 22.5 R [y=10.5][100%) -141 PLF @ 11.3 to -141 @ 14.2 R [y=12.5][100%] 20 PLF Q&0l•2•tioe 20 @ 2 0%1 • • • • • 20 PLF @ 21.3 to 20 @ 22.5 (y= 5.0][ 0%] 10 PLF @ 3.0 to 10 @ 11.2 [y=16.31[ 0%] 20 PLF @ 21.29to 20 @ 22.5 [y= 5.0][ 0%] Brg.# 1 Vert.R= 139.3 # Hor.R= 46.8# -13 PLF @ 1.2 to -13 @ 1 4.6 [y=10.0:[100%] -141 PLI• R 00!00tt -141 @ 3.0 1, [y-11.21[1ti 0 Brg.# 2 Vert.R= 308.6 # Hor.R= 0.00 ______ 10 PLF @ 11.3 to -85 PLF @ 3.0 to 10 @ -85 @ 14.3 [y=16.31_ 0%] 11.3 L [y=13.3][100%] _ _ _ _ __ _ _ _ _ _ [CSC ASWE Wino!R ,+D][0C _}' ♦ �O&j[DF•1.6O1(NM 11 [MWFRS ASCE PrpDiR++][OC Repetitive Factors Used: 24.00](DF 1.60)[NM 1] Yes 10 PLF @ 14.3 to -13 PLF @ 14.6 to 10 @ -13 @ 22.5 [ =16.3] 0%] 21.2 Repetitivb "Mrs 13 PLF 0 0 t� Used: 13 @ 2 Yes • • • • • • 1.zz • • • -31 PLF @ 0.0 to -31 @ 11.3 L [q=13.3][100%] 10 PLF @ 0.0 to 10 @ y=10.0,[100%] 1.2 [y= 5.0] 0%] 31 PLF 00�O�to 31 @ [y=�p 11100$1 � 3 [y'�1� i)[ 0%) 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 0%] 13 PLF @ 21.2 to 13 @ 22.5 (y=10.0)_100%) -85 PLF4•114 to -85 @ 19.5•R [ya11,2][lOW4 31 PLF @ 11.3 to -13 PLF @ 14.6 to 31 @ -13 @ 22.5 [y=16.3)[ 0%) 21.2 (y=10.0][100%] -85 PLF @ 14.2 to 10 PLF @ 1,2 to -85 @ 10 @ 22.5 R [y=10.5][100%] 21.2 [y= 5.0]; 0%] 31 PLF 8.3 to -13 PLF 1.: is 31 @ -13 @ • 11.2 [y=16.3)[ 0%) 14.6 1=10.0][100%] • • • 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 21.2 to 10 @ 22.5 [y= 5.0]. 0%] 31 PLF 11.3 tog 31 @ 19#5 (y=]j.3]( 0%]• • • • 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.0][ 0%] -141 PLF @ 0.0 to -141 @ 3.0 L [y=1=.2][100%) -141 PLF @ 8.3 to -141 48 PLF @ 21.3 to 48 @ 22.5 [99=10.0](100%] _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 31 PLF 19.5 tb 31 @ 220.5 [1-16 .31[ 0%] ' • -11 PLF @ 11.3 to -11 @ 22.5 R [y=10.51[100%) [CSC ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 1] -13 PLF �.� tq, -13 @ 2102 yij� 0][100%:,***. 20 PLF @ 21.3 to -13 PLF @ 1.3 to 20 @ -13 @ 22.5 [ = 5.0][ 0%] 14.6 y=10.0)[100%] Repetitive Factors 13 PLF @ 0.0 to Used: 13 @ Yes 1.2 [y=10.0]:100%] 20 PLF @ 0.0 to -23 PLF @ 21.2 to 20 @ -23 @ k2 [ 5r0][ 0%] 22!5*�=15 0](100%) Brg.# 1 Vert.R= 142,6 # Hor.R= 57.8# 10 PLF @ 0.0 to 10 @ 8.3 [y=16.3]: 0%] -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.5][100%] Brg.# 2 Vert,R= 335.9 # Hor.R= -0.0# ----------= ----- -85 PLF @ 11.3 to 10 PLF @ 8.3 to -85 @ 10 @ 19.5 R [y=11.2][100%] 11.2 [y=16.3): 0%) 20 PLF @ 1.2 to 20 PLF @ 21.2 to 20 @ 20 @ 21.2 [y= 5.01[ 0%] 22.5 [y= 5.0)[ 0$] (MWFRS ASCE PrpDiR+-][OC 24.00][DF 1.60][NM 1] -13 PLF @ 1.2 to -13 @ 14.6 [y=10.0:[100%] -B5 PLF @ 0.0 to -85 @ 8.3 L [y=12.5][100%] Repetitive Factors Used: Yes 10 PLF @ 11.3 to 10 @ 19.5 [y=16.31: 0%] ____________ -------------- -31 -31 PLF @ 0.0 to -31 @ 11.3 L (y=13.3][100%] -141 PLF @ 8.3 to -141 @ 11.3 L [y=13.3][100%) [CSC ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 1] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.31[ 0%] 10 PLF @ 19.5 to 10 @ 22.5 [p=16.3]_ 0%] Repetitive Factors Used: Yes 31 PLF @ 11.3 to 31 @ 22.5 [y=16.31[ 0%] -13 PLF @ 14.6 to -13 @ 21.2 fy=10.0.[100%] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[100%1 13 PLF @ 14.6 to 20 PLF @ 0.0 to 13 @ 20 @ 21.2 [y=10.C1[100%] 1.2 (y= 5.01[ 0%] 10 PLF @ 0.0 to -23 PLF @ 21.2 to 10 @ 1.2 [ = 5.01! 0%] -23 @ 22.5 y=1C.0)[100%] 31 PLF @ 0.0 to -141 PLF @ 11.3 to 31 @ -141 3.0 [y=16.31[ 0%] @ 14.2 R [y=12.5][100%] 20 PLF @ 1.3 to 20 @ 21.2 [y= 5.01[ 0%] -141 PLF @ 19.5 to -141 @ 22.5 R [y=10.51[100%] 31 PLF @ 3.0 to 31 @ 11.2 [y=16.3]( 0%] 48 PLF @ 21.3 to 48 @ 22.5 [y=10.0)[100%] 10 PLF @ 1.2 to 10 @ 21.2 (y= 5,0)'; 0%] 13 PLF @ 1.2 to 13 @ 14.6 (y=10.0][100%) -11 PLF @ 11.3 to -11 @ 22.5 R [y=10,5][100%] 10 PLF @ 21.2 to 10 @ 22.5 (y= 5.01; 0%) 31 PLF @ 11.3 to 31 @ 14.3 (y=16.3][ 0%] 20 PLF @ 21.3 to 13 PLF @ 1.3 to 20 @ 13 @ 22.5 [y= 5.0][ 0%] 14.6 [y=10.0][100%] -85 PLF @ 0.0 to _ __-_-_ _ _ _ _-__ -85 @ 8.3 L [y=12.51[100%] _-_ _ _ _ _= _ _ _ _ _ = -85 PLF @ 3.0 to 31 PLF @ 14.3 to -85 @ 31 @ 11.3 L [y=13.3][100%] 22.5 [y=16.31[ 0%] Brg.# 1 Vert.R= 396.5 # Hor.R= 57.8# [CSC ASCE Wind Lt --)[OC 24.00)[DF 1.60][NM 1] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.01[100%] Brg.# 2 Vert.R= 589.8 # Hor.R= 0.0# ___________________ Repetitive Factors -48 PLF @ 0.0 to Used: Yes -48 @ 1.2 [y=10.0][100%] 20 PLF @ 0.0 to -13 PLF @ 21.2 to 20 @ -13 @ 1.2 [ = 5.0][ 0%1 22.5 y=10.0][100%] [MWFRS ASCE PIpDiR--](0C 24.00][DF 1.60][NM 11 Yes 10 PLF @ 0.0 to -141 PLF @ 11.3 to 10 @ -141 3.0 [y=16.3)[ 0%) @ 14.2 R -85 PLF @ 14.2 to 20 PLF @ 1.2 to -85 @ 20 @ 22.5 R [yy=10.5][100%] 21.2 5.0)[ 0%) Repetitive Factors -31 PLF @ 0.0 to Used: -31 @ 11.3 L [y=13.3](100%] 10 PLF @ 3.0 to 10 @ [y=12.5][100%] 11.2 [y=16.31[ 0%] 20 PLF @ 21.2 to 20 @ [y= 22.5 (y= 5.0)( 0%] 31 PLF @ 0.0 to 31 @ 11.3 [y=16.3][ 0%) 13 PLF @ 1.2 to 13 @ 14.6 [y=10.01[100%1 -141 PLF @ 0.0 to -141 @ 3.0 L (y=11.2)(100%) 31 PLF @ 11.3 to 31 @ 22.5 [y=16.3][ 0%] 10 PLF @ 11.3 to 10 @ 14.3 [y=16.3][ 0%] ----------------------------------------------- 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0](100%] -85 PLF @ 3.0 to -85 @ 11.3 L [p=13.3)[100%] [CSC ASCE Wind Rt--D][OC 24.00](DF 1.60)[NM 1) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 0%] 10 PLF @ 14.3 to 10 @ 22.5 [y=16.3][ 0%] Repetitive Factors Used: Yes 20 PLF @ 1,3 to 20 @ 21.2 [y= 5.01[ 0%] 13 PLF @ 14.6 to 13 @ 21.2 [y=10.0][100%] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][100%) -48 PLF @ 21.3 to -48@ 22.5 [y=10.0)[100%] 10 PLF @ 0.0 to 10 @ 1.2 [q= 5.0][ 0%] 31 PLF @ 0.0 to 31 @ 8.3 [y=16.31[ 0%] -48 PLF @ 11.3 to -48 @ 22.5 R [y=10.5][100%] -13 PLF @ 21.2 to -13 @ 22.5 `y=10.01[100%] -85 PLF @ 11.3 to -85 @ 19.5 R [y=11.2][100%] [%OOT1[S'ZT=A1- f'B-=0 98- 04 OZDTZ037a0Z 3qd [%0 1[0'9 = 1 S'ZZ 0 OZ [%0 1[0'S =41 Z'TZ 0 OZ 0a Z'1 0 34d OZ [%OOT1[S'0T=A1 S'ZZ 0 T6T- 04 S'61 0 37d T6T- [%0011[0'01= 1 S'ZZ 0 86- 01 Z'TZ 0 3'Id 86- [%0 1[0'S =41 Z'T 0 OZ 0a O'O 0 37d OZ [%OOTJ[0'OT Al Z'TZ 0 ET 0a [%0 I[E'9I= ] S'ZZ 0 1E S'61 0 3'Id TE [%OOT1[E'ET=A1 BUTT 0 T6T- 030U 'IT 0 Eg37d 6T£ [%0 1[E'9T- 1 9'61 0 T£ [%0011[0'01=A] 9 -YT 0 ET 01 Z'T 0 34d ET [%0 1[£'91=A] Z'TT 0 TE 01 E'8 0 3'Id TE ...... . . . . ...... . .. .. .. ..... ... . ...... ..... .. . .... ...... . ...... [%OOT1[S'ZT=A1- f'B-=0 98- 04 OZDTZ037a0Z 3qd [%0 1[0'9 = 1 S'ZZ 0 OZ [%0 1[0'S =41 Z'TZ 0 OZ 0a Z'1 0 34d OZ [%OOT1[S'0T=A1 S'ZZ 0 T6T- 04 S'61 0 37d T6T- [%0011[0'01= 1 S'ZZ 0 86- 01 Z'TZ 0 3'Id 86- [%0 1[0'S =41 Z'T 0 OZ 0a O'O 0 37d OZ [%OOTJ[0'OT Al Z'TZ 0 ET 0a [%0 I[E'9I= ] S'ZZ 0 1E S'61 0 3'Id TE [%OOT1[E'ET=A1 BUTT 0 T6T- 030U 'IT 0 Eg37d 6T£ [%0 1[E'9T- 1 9'61 0 T£ [%0011[0'01=A] 9 -YT 0 ET 01 Z'T 0 34d ET [%0 1[£'91=A] Z'TT 0 TE 01 E'8 0 3'Id TE IOD:( IJ3LJ) / HL Top chord 2x4 SP_#2 N 13B Bol chord 2x4 SP #2 IV 13B Webs 2x4 SP #3 13B Lumber grades designated with "l 3B* use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. M 2X4(A1) PLT.TYP.-WAVE 10'5"8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240 criteria for brittle and flexible wall coverings. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X4 2.25 R 1.25 [ 8] W3X5(R) S 3.00 1111.5X4 5"B — FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 M6 PARK CENTRAL BLVD. POMPANO BEACH, FL 33064 A R=724# U=306# RL=204/-83# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RESRPI-2007 Tn,esea rendre aareme can In am en latest e or BCSI (E QTY= 1 TOTAL= 1 WINGI )DING THE INSTALLERS, have a properly aoaclKO r9d ping. Locah-s sloven lar perm e0 renal remant of webs hIwe T wW pa�eaan a asho-i � wW w the Jticxs EG.o DDetiak, woa°°�rwe.e rw:.le:lo each rap 710 drWmp 160A -Z ror sbnesrd Pw Ppevo. V Bwdeq Ce Ip sda Grout are. shat b w r.epgrsible Be any d-li ion iron Use &r V, adore 10 bLAd Ms Was n cordo me -s w ANSVTPI 1, or ler hand V, ahipp V, Watakem .drV a tenses. A eesl w IN* dI or oewr pope NErg this dmdrq, Wleslee soceplenp of ptcfesslonel needng neWIbMty solely for Me design shown. The suitability and we or thla dnvAng ny struetun le Me mpdulOMy of Me Bull ft Deslpmr per ANSVTPI 1 See.2. Fo, more ird—etUon see this job's peneral nolo page end thea web Biles: rrwBCG:www.ewbop cem;TPI :www.tpvW.org, wrCA. www.sbdndialry. ;ICC.—icss f—I, is R=508# U=214# W=3" (Rigid Surface) REV. 10.03.12.0410.00 SEQ = 369043 SCALE =0.7500 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 10-15-2015 DRWG O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN [ALPINE][FBC201ORes/TPI-2007][A2][15325/1] [TCLL 30.0](TCDL 15.0][BCDL 10.0)[BCLL 0.01[DF 1.25](0 24.01INM 1)(SOFFIT 2.01 =====Bearings=== [X-Loc][React][Size] ===== 1 1.25)[ 724)[ 489h1[O.671 [10.151[ 508)[0.251 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 2 189 -426 0.00 0.42 0.42 26 4 SP 12 N 13B 2- 4 185 -401 0.00 0.43 0.43 25 4 SP -92 -N -13B 4- 5 117 -173 O.JO 0.41 0.41 3 4 SP #2 N 13B 1- 3 428 -194 0.10 0.63 0.72 2 4 SP -12 -N -13B 3- 8 621 -876 0.01 0.81 0.88 2 4 SP #2 N 13B 6- 7 200 -128 0.05 0.35 0.40 30 4 SP -03-13B 0- 1 48 -163 -_-= Plate Member =-_- PLATE MEMBER 5- 6 128 -200 -=-=Fictious Member=- SP 03 13B 7- 8 128 -200 - -=Fictious Mcmber=-=- SP=03-13B End Pts MaxTen MaxComp AXL GLC S Grade Length 2- 3 652 -405 0.19 26 4 SP #3 13B 4.00 3- 4 804 -411 0.29 1 4 SP #3 13B 69.08 4- 8 863 -675 0.26 25 4 SP13-13B 45.93 [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 11.0 1y=16.1)1 08] 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.0)[ 01] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.C)( 081 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 11.0 (y=16.1)[1008] 67.93 3.00 Plywd Brg.# 1 Vert.R= 723.9 # Hor.R= -0.00 48.99 3.00 Plywd Brg.# 2 Vert.R= 498.5 # Hor.R= -0.0# 20.78 -0.67 Diaph==== ------------- = --------------- 111.25 -0.00 Diaph [FBC pass 02)[OC 24.00)[DF 1.25][NM 1] 31.81 -Bending Web- Repetitive Factors Used: Yes 0.50 -Vert- ----- 31 PLF @ 0.0 to 31 @ 11.0 [y=16.1)[ 08] 0.00 -Vert- ----- 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.0)[ 08) 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0)[1008] Brace Brg.# 1 Vert.R= 462.9 # Hor.R= -0.0# Brg.# 2 Vert.R= 319.5 # Hor.R= -0.00 [Partial Unbal. Lt)(OC 24.00)[DF 1 25][NM 11 Reppetitive Factors Used: Yes def1Y(T) dxL dxT 31 FLF @ 0.0 to 31 @ 11.0 [y=16.11[ 08] ---- ----- ---- ---- 4 PLF @ 10.5 to 4 @ 11.0 [y= 5.01[ 08] 0.01 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 0.00 L/999 0.00 0.01 60 PLF @ 1.6 to 60 @ 11.0 [y=16.1)[1008] 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= 619.3 # Hor.R= -0.09 0.03 L/999 0.00 0.01 Brg.# 2 Vert.R= 508.1 # Hor.R= -0.0# 0.00 L/999 0.00 0.00 _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _______________ ---- ----- ---- ---- [Partial Unbal. Rt](OC 24.00)[DF 1.25)[NM 1) 0.00 L/999 0.01 0.01 Repetitive Factors Used: Yes ---- ----- ---- ---- 31 PLF @ 0.0 to 31 @ 11.0 (y=16.11( 0%] 4 PIF @ 10.5 to 4 @ 11.0 [y= 5.01[ 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 081 60 PLF @ 0.0 to 60 @ 1.6 [y=16.11[1008) Brg.# 1 Vert.R= 434.8 # Hor.R= 0. # Brg.# 2 Vert.R= 220.4 # Hor.R= -0.00 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) 0 0.00 10.28 ---- ----- 1 0.00 10.24 2X4(Al) 0.80 0.27 0.01 L/999 2 1.55 10.73 1.5X4 0.80 0.48 N 0.00 L/999 3 1.73 10.15 3X4 0.80 0.99 N 0.00 L/999 4 7.04 12.10 3X4[41 0.80 0.99 N 0.01 L/999 5 11.00 13.09 1.5X4 0.80 0.62 N 0.00 L/999 6 11.00 13.09 ---- ----- 7 11.00 10.15 3X5(R)[81 .80 1.00 N 0.00 L/999 B 11.00 10.15 ---- ----- [MWFRS ASCE Perp/L++]IOC 24.00)[DF 1.601[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1][ 08] -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)[1008] 30 PLF @ 11.0 to 30 @ 11.0 L (y=12.9)(1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ OB] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)(1008) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ 08) -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1)(1008] Brg.# 1 Vert.R= 56.5 # Hor.R= -51.3# Brg.# 2 Vert.R= -15.3 # Hor.R= -0.0# IMWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 (y=16.11[ OS] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01110081 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -11 PLF @ 0.0 to 11 @ 10.5 L (y=13.1](1008] Brg.# 1 Vert.R= 186.7 # Hor.R= -51.30 Brg.# 2 Vert.R= 102.1 # Hor.R= -0.01 [MWFRS ASCE Perp/L-+](OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11( 08] -13 PLF @ 1.3 to 13 @ 11.0 (y=10.0](1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) -48 PLF @ 0.0 to 48 @ 1.2 [y=10.0)(1008) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08) -48 PLF @ 0.0 to 48 @ 10.5 L [y=13.1](1008) Brg.# 1 Vert.R= -303.2 # Hor.R= 46.20 Brg.# 2 Vert.R= -165.4 # Hor.R= 0.01 [MWFRS ASCE Perp/L--)[OC 24.00][DF 1.601(NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1)[ 08) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(1008] 30 PLF @ 11.0 to 30 @ 11.0 L (y=12.9](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ C; -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01[100; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ O; -48 PLF @ 0.0 to -48 @ 10.5 L [y=13.1)[1( Brg.# 1 Vert.R= -173.0 # Hor.R= 46.2# Brg.# 2 Vert.R= -48.0 # Hor.R= -0.04 [MWFRS ASCE Perp/R++][OC --------------------- 24.00)[DF 1.60][NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.111 Oi -31 PLF @ 0.0 to -31 @ 10.5 L (y=13.1111( -46 PLF @ 11.0 to -46 @ 11.0 L (y=12.9](1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( Oi 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01( O( -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01(100` Brg.# 1 Vert.R= -103.1 # Hor.R= 204.44 Brg.# 2 Vert.R= -131.0 # Hor.R= -0.09 [MWFRS ASCE Perp/R+-)[OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 1y=16.111 O; -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1][1( -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ O; 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01[100; Brg.# 1 Vert.R= 27.1 # Hor.R= 204.49 Brg_# 2 Vert.R= _13.6 # Hor.R=- _0_04 - [MWFRS ASCE Perp/R-+][OC - - 24.001(DF 1.60)[NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1)[ O; -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1)[1( -46 PLF4@ 11.0 to -46 @ 11.0 L [y=12.91[1( 10 PLF ' 9.0 td 10 @ aa•2 i.01[ Oi • • 10 PLF 1.3 to 10 @ 1.1.0',5.0)[ 0; • • -13 PLF.@ 1.34to -13 @ 11.0 [y=10.311100; X00:0g., 1 fe !A*0103.1 # Hor.R= •204.4# rg.# 2 Cert.R= -131.0 # Ro?V* "-0.0# • • • • • 4F-=-=-_-=-=-=s-=-=-_-_-_-•-_-=-=-=r-=-=-_- [MWFRS ASCE Perp/R--)[OC 26.0[CG i.601[NM ' • • ' ctc% Used: •Yes • • • • .Repetiti:e'F • • 10 PLF•@ 44o 10 @ We5• 6 6.11 [ Oi -31 PLF @ 0.0 to 31 @ 10.5oL [y13.11 [l( ••"•'-46 PLF -46 @ 21"]P1 y=12.9)[1( � ' • ' 10 PLF'@• p � t$ 10 @ 1, fy0 .0)[ 0; 10 PLF @ 13 to 10 @ I1.Q rye 101[ O; •••••• 13 PIF @ 163 to 13 @ 11.0 1y=10.01[100; ' ,Brg.# 1 yert.R=. 27.1 # oj. ; : )04.4# Brg.# 2 �i4teife 13.6 # or. Tt= -0.0# ' • :(MWFRS ASCE Parl++][OC 24.101 [DID #.401 (NM 1) � Reppetitive Fa�lr: Used: Yes 10 PLF P• 11.0 to 10 @ 10.5 [y=16.11[ O; -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1)[1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0)(1001 Brg.# 1 Vert.R= -15.6 #Hor.R= -83.1# Brg.# 2 Vert.R= -3.1 # Hor.R= -0.0# [KWFRS ASCE Parl+-][OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.11[ O; -11 PLF @ 0.0 to -11 @ 10.5 L (y=13.1)[1( 42 PLF @ 11.0 to 42 @ 11.0 L 1y=12.91[1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ N 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0; 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01[100; Brg.# 1 Vert.R= 114.6 # Hor.R= -83.19 Brg.# 2 Vert.R= 114.3 # Hor.R= 0.0# ----------------------- 1M4FRS ASCE Parl-+]IOC 24.00]IDF 1 60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [y=16.1)[ O; -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1)[1( 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9)(1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0)( O; -13 PLF @ 1.3 to -13 @ 11.0 [y=10,0][100; Brg.# 1 Vert.R= -305.5 # Hor.R= 42.2# Brg.# 2 Vert.R= -214.4 # Hor.R= -0.0# [MWFRS ASCE Parl--][OC 24.00](DF 1.601INM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 10.5 [99=16.1][ 081 -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1][1008] 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 081 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0 ( 08] 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0)(1008) Brg.# 1 Vert.R= -175.3 # Hor.R= 42.20 Brg.# 2 Vert.R= -97.0 # Hor.R= 0.0# (MWFRS ASCE PrpD/L++)(OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.1][ 08] -13 PLF @ 1.3 to -13.@ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9)(1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008] Brg.# 1 Vert.R- 256.0 # Hor.R= -51.3# Brg.# 2 Vert.R= 110.8 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.1][ 08] 13 PLF @ 1.3 to 13 @ 11.0 1y=10.01[10081 30 PLF @ 11.0 to 30 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] 20 PLF @ 1.3 tc 20 @ 11.0 [y- 5.0)[ 08] -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008] Brg.# 1 Vert.R= 386.2 # Hor.R= -51.30 Brg.# 2 Vert.R= 228.2 # Hor.R= -0.0# (MWFRS ASCE PrpD/L--)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 11.0 to 30 @ 11.0 L (y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [q= 5.0]( 08] -48 PLF @ 0.0 to -48 @ 1.2 `y=10.01[10081 20 PLF @ 1.3 to 20 @ 11.0 [99= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 10.5 L (y=13.1][1008] Brg.# I Vert.R= 26.5 # Hor.R= 46.2# Brg.# 2 Vert.R= 78.1 # HoI.R= -0.01 [MWFRS ASCE PrpD/R+-)[OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1]11008] -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.91[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 20 PLF @ 1.3 to 20@ 11.0 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] Brg.# 1 Vert.R- 226.5 # Hor.R= 204.4# Brg.# 2 Vert.R= 112.5 # Hor.R= -0.0# [MWFRS ASCE PrpD/R--][OC 29 00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [yy=16.1][ 08] -31 PLF @ 0.0 to -31 @ 10.5 L [y=13.1](1008] -46 PLF @ 11.0 to -46 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] 13 PLF @ 1.3 t0 13 @ 11,0 [yY=10.0][1008] Brg.# 1 Vert.R= 226.5 # HOorfr 204.40 Brg.# 2 Vert.R= 112.5 # Hor.R= -0.00 [MWFRS ASCE Pr1D+-][OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [y=16.11[ 08] -11 PLF @ 0.0 to -11 @ 10.5 L [y=13.1][1008) 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF a 1.3 to 20@ 1 1. 0 ly= 5.0][ 08] 13 PLF 3 1.3 to 13 @ 11.0 1y=10.0][1008] Brg.r l Vert.R= 314.0 # Hor.R= -83.1# Brg.# 2 Vert.R= 240.4 # Hor.R= -0.01 [MWFRS ASCE PrDl--)[OC 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 10.5 [yy=16.1][ 081 -59 PLF @ 0.0 to -59 @ 10.5 L [y=13.1][1008) 42 PLF @ 11.0 to 42 @ 11.0 L [y=12.9)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0)[ 08] 13 PLF @ 1.3 to 13 @ 11.0 TY10.0](1008) Brg.# 1 Vert.R= 24.2 # Hor.R= 42.2# Brg.# 2 Vert.R= 29.1 # Hor.R= -0.0# [C6C ASCE Wind Lt -+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [y=13.1](1008) 10 PLF @ 0.0 to 10 @ 3.0 ( =16.1)[ 08) -13 PLF @ 1.2 to -13 @ 11.0 �y=10.01[1008] 10 PLF @ 3.0 to 10 @ 10.5 [y=16.11[ 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9](1008) -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 081 -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0]110081 [C6C ASCE Wind Rt -+][OC 29 001[DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1][1008] 10 PLF @ 0.0 to 10 @ 7.5 [y=16.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0]11008] 10 PLF @ 7.5 to 10 @ 10.5 1y=16.1][ 08] -71 PLF @ 11.0 to -71 @ 11.0 L [y=12.9](1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.011 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] [C6C ASCE Wind Lt --][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L [p=13.1][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 3.0 to 10 @ 10.5 [y=16.11[ 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [j= 5.0]( 08] -65 PLF @ 0.0 to -65 @ 1.2 �y=10.0][1008] [C6C ASCE Wind Rt --][OC 24.00)[DF 1.601INM 1) Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L (y=13.1][1008] 10 PLF @ 0.0 to 10 @ 7.5 [y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 7.5 to 10 @ 10.5 (y9=16.1][ 08] -71 PLF @ 11.0 to -71 @ 11.0 L (y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3](1008] 10 PLF @ 0.0 to 10 @ 1.2 (y=5.011 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0][1008] --------------- [C6C ASCE Wind Rt-+D][OC 24.00](DF 1.60](NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1](1008] 31 PLF @ 0.0 to 31 @ 7.5 [y=16.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 ty=10.0](1008] 31 PLF @ 7.5 to 31 @ 10.5 [y=16.11[ 08] -71 PLF @ 11.0 to -71 @ 11.0 L [y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]1 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] [C6C ASCE Wind Lt--D)[OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 10.5 L (y=13.1111008) 31 PLF @ 0.0 to 31 @ 3.0 [y=16.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 ly=10.0111008] 31 PLF @ 3.0 to 31 @ 10.5 (y=16.111 08] 99 PLF @ 11.0 to 99 @ 11.0 L [y=12.9][1008] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2]11008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 081 20 PLF @ 1.2 to 20 @ 11.0 (= 5.0][ 08] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1008] [C6C ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -158 PLF @ 7.5 to -158 @ 10.5 L [y=13.1][1008] 31 PLF @ 0.0 to 31 @ 7.5 1y=16.1][ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 31 PLF @ 7.5 to 31 @ 10.5 [y=16.11( 08) -71 PLF @ 11.0 to -71 @ 11.0 L [y=12.9][1008] -99 PLF @ 0.0 to -99 @ 7.5 L [y=12.3][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0][1008] • • 0000•• • 000 • 0000•• • 0000•• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• 0000•• • ••• 0000• •• •• •• • 0000•• • •••••• • • • • • • 000800 •0000• • • • 0000•• 0 000 • • • •• • IOD:( I OJ/Z)) l Fid Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 138 Webs 2.4 SP #3 138 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C8C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X4 1.00 L 1.25 9'5" - - 17• II14X5(R) 104X5 FLORIDA QUALITY TRUSS T ,I.: (954) 97.5-3394 FAX: (954) 978-8980 MM PARK CR7TRAL BLVD. POMPANO BEACH, FL 33064 R=724# U=295# RL=138# W=8" (Rigid Surface) DESIGN CRIT=FBC2010RES/rPl.2007 FT/RT=20%(0%x QTY= 1 TOTAL= 1 WIN01 )DINO THE INSTALLERS. Truax retie eWr.ns ore an fabioLLg, h.Wbg, shappil inWYFip and Is— R.I. Is a W follae the latest edition M SCSI (BJbrg Co nfoners Safety irl.rrcalm, by TPI anol WTCA) for all unless noteedd toolhmsne lop chard nlas pruopedy Backed Mnrpuralide hng� aMboboom Gard shall neve a properly aBaclat right ceitmg. L --kora slvwn f.p--.p. ha l resheire of webs ahala a bad he installed pr . SCSI sections B3, 07 810, r apploble. Appy plates In se., lace of truss"shoes,b postion as above aon the Jdnt Details,tim es• noW alt-6se. Refer b ft igs 160A 1. Mandan pale positions. ITw BuNip Conporards Gr.p Inc. Mall rpt be responsible for any dMMion from this drawing, sny faun b buid the Vasa M conformance wph ANSIlTPI 1, . he hendbV, Npp,, Inslallatm S bradg at bows. A ... I on tine dr." or—papa IMig M dmWg, Indoata lopaptana of proM1aalonal MlplmadM laapor taftill al f". ds.lpn shoran. Th..ull.tllty and u.. of ft drardnp for any swptm Is IM laaposel ly of the BLWM Nall par ANSVrPI 1 S.e.2. F. more iiormatior see Bas job's general notes page and dose web eyes: I we Cr : _Awbcg.carn; TPC w tpinst.orp; WTCA www.abcintuatry.com; ICC: wwvr ocl afe.org ••• • • R=506# U=2520 6V=3" • (Rigid Surface) SEQ = 369052 REV. 10.03.12.0410.00 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.0psf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 DUR.FAC. 1.25 JOB* 15325 SPACING 24.0" TYPE COMN [ALPINEIIFBC201ORes/TPI-2001][A3][15325/1) (TCLL 30.0](TCDL 15.01[BCDL 10.0](BCLL 0.01[DF 1.251[OC 24.0)[NM 1)[SOFFIT 2.01 =====Bearings=== [X-Loc)[React][Size] ===== [ 1.251[ 724][ 276h][0.671 [10.15][ 506][0.251 EndPts MaxTen MaxComp 0- 2 133 -363 2- 4 141 -371 4- 5 33 -156 7- 9 92 -78 1- 3 357 -123 3- 8 820 -1017 8-12 78 -92 10-11 290 -267 0- 1 110 -108 5- 6 33 -55 6- 7 92 -78 9-10 267 -290 11-12 267 -290 EndPts MaxTen MaxComp 2- 3 352 -126 3- 4 855 -767 4- 8 959 -769 6- 8 269 -20 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 10.24 2 1.55 10.73 3 1.73 10.15 4 4.55 11.48 5 9.42 12.70 6 9.42 12.70 7 9.42 12.70 8 9.42 10.15 9 11.00 12.70 10 11.00 12.70 11 11.00 10.15 12 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.15 0.15 30 4 SP #2 N 13B 0.00 0.62 0.62 26 4 SP -12 -N -13B 0.00 0.85 0.85 4 4 SP #2 N 13B 0.00 0.42 0.42 4 4 SP12-1=138 0.05 0.67 0.72 2 4 SP #2 N 13B 0.21 0.68 0.89 4 4 SP-12-Wi13B 0.02 0.66 0.68 4 4 SP #2 N l3B 0.09 0.45 0.53 26 4 SP #3 13B -_-= Plate Member =-_- PLATE -MEMBER - -=Fictious Member=- SP #2 N 13B - =Fictious Member=-=- SP -#2 -N -13B -=-=Fictious Member=- SP -93-13B - -=Fictious Member=- SP -03-13B [STD.AUTO.LOAD)[OC 24.00)[DF 1.25][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 09] 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81[ 09] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 09] 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 9.4 [y=15.8)[10091 37.15 3.00 Plywd 60 PLF @ 9.4 to 60 @ 11.0 [y=15.8)[1009] 60.19 3.01 Plywd Brg.# 1 Vert.R= 723.9 # Hor.R= 0.09 19.00 0.02 Plywd Brg.# 2 Vert.R= 496.3 # Hor.R= -0.0# 20.78 -0.67 Diaph=________________________ 92.25 -0.00 Diaph [FBC pass 02)[OC 24.00][DF 1.25][NM 1] 19.00 -0.00 Diaph Repetitive Factors Used: Yes 27.17 -Bending Web- 31 PLF @ 0.0 to 31 @ 9.4 (y=15.8]1 09] 0.50 -Vert- ----- 31 PLF @ 9.4 to 31 @ 11.0 [y=15.8]1 09] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 09] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[1009] 0.00 -Vert- ----- Brg.# 1 Vert.R= 462.8 # Hor.R= -0.00 0.00 -Vert- ----- Brg.# 2 Vert.R= 317.3 # Hor.R= -0.0# AXL GLC S Grade Length Brace 0.10 27 4 SP #3 13B 4.00 0.25 27 4 SP -#3-13B 39.56 0.42 4 4 SP #3 13B 59.31 0.08 31 4 SP13_138 27.17 Plate Cq JSI Method def1Y(L) def1Y(T) dxL 2X4(Al) 0.80 0.17 0.03 L/694 0.04 L/541 0.00 1.5X4 0.80 0.26 N O.CO L/707 0.00 L/551 0.01 3X4 0.80 0.77 N 0.00 L/999 0.00 L/999 0.00 3X4[4] 0.80 0.94 N 0.07 L/999 0.17 L/641 0.03 4X5(R) 0.80 1.00 N 0_16 L/706 0_37 L/300 0.05 3X4 0.80 0.77 N 0.16 L/706 0.37 L/300 0.01 4X5 0.80 0.97 N 0.00 L/999 0.00 L/999 0.05 4X5 0.80 0.98 N 0.00 L/999 0.00 L/999 0.01 (Partial Unbal. Lt][OC 24.00][DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 09) 31 PLF @ 9.4 to 31 @ 11.0 [y=15.8]( 09] 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0][ 09) 60 PLF @ 0.0 to 60 @ 1.3 fy=15.8)(1009) dxT 60 PLF @ 9.7 to 60 @ 11.0 (y=15.8)[1009] -- Brg.# 1 Vert.R= 421.6 # Hor.R= -0.0# 0.00 Brg.# 2 Vert.R= 291.0 # Hor.R= -0.0# 0.03 =-� _-_ _-__ _ _ _ _ _ __ _ _ _ _ _ _________ O.CO [Partial Unbal. Ltl)[OC 24.00)[DF 1.25][NM 1] 0.08 Repetitive Factors Used: Yes 0.13 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 091 ---- 31 PLF @ 9.4 to 31 @ 11.0 (y=15.8]][ 09] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01( 09) 0.01 60 PLF @ 1.6 to 60 @ 9.4 [y=15.81(1009) 0.12 60 PLF @ 9.4 to 60 @ 11.0 [y=15.81(1009) - Brg.# 1 Vert.R= 619.3 # Hor.R= -0.00 0.01 Brg.# 2 Vert.R= 505.9 # Hor.R= -0.00 - - (Partial Unbal. Rt][OC 24.00)[DF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 9.4 (y=15.8][ 09) 31 PLF @ 9.4 to 31 @ 11.0 [y=15.81( 09] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 09] 60 PLF @ 0.0 to 60 @ 1.6 [y=15.8)[1009] Brg.# 1 Vert.R= 436.9 # Hor.R= -0.0# Brg.# 2 Vert.R= 218.2 # Hor.R= G.0# [MWFRS ASCE Perp/L++][OC 24.00][DF 1.60)(NM I) Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 fy=10.0][10091 10 PLF @ 0.0 to 10 @ 9.4 fy=15.8)[ 091 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 09] -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8)[1009) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 09) -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1009] 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]( 091 -11 PLF @ 0.0 to -11 @ 9.4 L Jy=12.8](1009] Brg.# 1 Vert.R= 68.3 # Hor.R= 25.3# Brg.# 2 Vert.R= -27.6 # Hor.R= -0.00 [MWFRS ASCE Perp/L+-][OC 29 001[DF 1.60](NM 1] Reetitive Factors Used: Yes �8 PLF @ 0.0 to 48 @ 1.2 [y=10.0)[1009) 10 PLF @ 0.0 to 10 @ 9.4 (y=15.8][ 09) 10 PLF @ 9.4 to 10 @ 11.0 (y=15.8]1 09] -11 PLF @ 9.4 to 11 @ 11.0 1y=12.8](1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 09] 13 PLF @ 1.3 to 13 @ 11.0 fy=10.01[10091 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01f 09] -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.81[1009) Brg.# 1 Vert.R= 198.5 # Hor.R= 25.3 Brg.# 2 Vert.R= 89.8 # Hor.R= 0.01 IMWFRS ASCE Perp/L-+][OC 24.00][DF 1.601(NM 11 Re etitive Factors Used: Yes -�8 PLF @ 0.0 to -48 @ 1.2 (y=10.0)[1009) 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8)( Oi 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 0; -52 PLF @ 9.4 to -52 @ 11.0 [y=12.8)[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 01 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01( Oi -48 PLF @ 0.0 to -48 @ 9.4 L [y=12.81[1( Brg.# 1 Vert.R= -295.3 # Hor.R= 112.89 Brg.# 2 Vert.R= -198.5 # Hor.R= -0.0# (MWFRS ASCE Perp/L--][OC 24.00)[DF 1.60][P:M Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)[1001 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 0; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ Oi -52 PLF @ 9.4 to -52 @ 11.0 fy=12.8][100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1001 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -48 PLF @ 0.0 to -48 @ 9.4 L [y=12.81[1( Brg.# 1 Vert.R= -165.1 # Hor.R= 112.8# Brg.# 2 Vert.R= -81.1 # Hor.R= -0.0# (MWFRS ASCE Perp/R++][OC 24.00][DF 1.60][NM Reppetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8)[100; 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 0; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01(100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]( Oi -31 PLF @ 0.0 to -31 @ 9.4 L (y=12.8][1( Brg.# 1 Vert.R= -122.5 # Hor.R= 73.7# Brg.# 2 Vert.R= -90.1 # Hor.R= -0.0# =-t-----=--=-= --=------------- [M=FRS ASQE•P•r@j*J[OC 24.00][DF 1.601 [NM �.•� ' I�petitivL* Factors ill PLF 99..44 tq Used: Ye• • • • • 001 10 PLF 10 @ 9.4 fF 8)[ 01 • 10 PLF 0 9.4 to ' 10 @ 1L.a 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100; •' 10 PLF @ 01 to • • 10 PLF f 10 @jj 10 5'01[ 01 1j.� ' •1.3 b @ • ' 31 PLF 05.0 too -31 @ jy4�--*5+01 [ Oi 9.4 L [y=12.8][1( Brg.# 1 V7rt.R" 7.7 # M&Ilkt'• 73.7# ••••.4irg.# 2 Ver:.R,*927.3 # Fpr. �•*0.00 •• •• [NIWFRS ASC2r'2rp/EF+J [OC 249.001•[9F•k60] [NM • • • • • repetitive Fagors Used: Yes ' ' • ' -59 PLF @ 9.4 to -59 @ 11.0 [y=42.8](100; • • 10 PLFJ. Q to . 10 PLF ' S. td 10 @ 10 @ a9r4•[l4k8]( 01 ),1 00 [y-•11 8] ( Oi • • • -13 PLF @ 1.3 to 13 @ r (y.0][1005 ' • • 10 PLF @• OA rt• 10 @ .1.2 [y= .0]( 01 10 PLF*@.jj.I t4' 10 @ 11.0 [y= 5.0][ OS -31 PLF @ L 0 to -31 @ 9.4 L [y=12.8][1( Brg.# 1 Vert.R= -129.0 # Hor.R= 13.7# Brg.# 2 Vert.R= # Hor.R=- _0_09 -_159.6 IMWFRS ASCE Perp/R--]IOC - - 24.00][DF 1.60](NM Repetitive Factors Used: Yes -p9 PLF @ 9.4 to -59 @ 11.0 [y=12.8)[100; 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8)[ O; 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8)[ O; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](100; 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01( O; 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.01( O; -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.8][1( Brg.# 1 Vert.R= 1.2 # Hor.R= 73.7# Brg.# 2 Vert.R= -42.2 # Hor.R= -0.09 [MWFRS ASCE Parl++][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 (y=12.81[100; 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 01 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 01 -13 PLF @ 1.3 to -13 @ 11.0 (y=10.0)[1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.C)( 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8)[1( Brg.# 1 Vert.R= 1.2 # Hor.R= 25.39 Brg.# 2 Vert.R= -20.4 4 Hor.R= -0.01 [M.WFRS ASCE Parl+-][OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8)[1008] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.8]1 0%] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0%1 -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8](100%] Brg.# 1 Vert.R= 131.4 # Hor.R= 25.30 8rg.# 2 Vert.R= 97.0 # Hor.R= 0.01 [MWFRS ASCE Parl-+][OC 24.00)[DF 1.60)[NM 11 Reppetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8j[100%] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 0%) 10 PLF @ 9.4 to 10 @ 11.0 [f=15.81[ 0%) -13 PGF @ 1.3 to -13 @ 11.0 y=10.0][100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0%] -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.81[100%1 Brg.# 1 Vert.R= -293.1 # Hor.R= 137.8# Brg.# 2 Vert.R= -252.1 # Hor.R= 0.0# (MWFRS ASCE Parl--][OC 24.001[DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 9.4 to -59 @ 11.0 [y=12.811100%] 10 PLF @ 0.0 to 10 @ 9.4 [y=15.81[ 0%] 10 PLF @ 9.4 to 10 @ 11.0 (y=15.8][ 0%) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100%) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 0%) 10 PLF @ 1.3 to 10 @ 11.0 [yy= 5.0)[ 0%1 -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.8][100%] Brg.# 1 Vert.R= -162.9 # Hor.R= 137.89 Brg.# 2 Vert.R= -_134_7 # Hor.R=- - _0_0# - - - [MWFRS ASCE PrpD/L++)[OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%) 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%) -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%1 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100%] 20 PLF @ 1.3 to 20 @ 11.0 ly= 5.01[ 0%) -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8][100%] Brg.# 1 Vert.R= 268.0 # Hor.R= 25.34 Brg.# 2 Vert.R= 108.5 # Hor.R= 0.0# [MWFRS ASCE PrpD/L+-)[OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[100%1 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81( 0%) 30 PLF @ 9.4 to 30 @ 11.0 (y=15.81( 0%) -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][100%] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0[[100%] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 0%] -11 PLF @ 0.0 to -11 @ 9.4L [y=12.8][10011 Brg.# 1 Vert.R= 398.2 # HOr.R= 25.39 Srg.# 2 Vert.R= 225.9 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--](OC 24.00)[DF 1 60](NM 11 Repetitive Factors Used: Yes -48 PLF @ 0.0 to -48 @ 1.2 [y-10.0)[100%) 31 PLF @ 0.0 to 31 @ 9.9 (y=15.81[ 0%1 30 PLF @ 9.4 to 30 @ 11.0 [1=15.81[ 0%) -52 PLF @ 9.4 to -52 @ 11.0 y=12.81[100%1 20 ELF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%) 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](100% 20 PLF @ 1.3 to 20 @ 11.0 [y= -48 PLF @ 0.0 to -48 @ 9.4L [y=12.8][100%] Brg.# 1 Vert.R= 34.6 # Hor.R= 112.8# Brg.# 2 Vert.R= 55.0 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-)[OC 24.00][DF 1.6011NM 1] Repetitive Factors Used: Yes -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8][100%] 31 NsF @ 0.0 to 31 @ 9.4 [y=15.8)[ 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100%1 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 0%] Repetitive Factors Used: Yes 20 PLF @ 1.3 to 20 @ 11.0 Iy= 5.011 0%) -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8](1008) -31 PLF @ 0.0 to -31 @ 9.4 L [y=12.81]1008] 10 PLF @ 0.0 to 10 @ 6.4 [ =15.8)[ 0%] Brg.# 1 Vert.R= 207.4 # Hor.R= 73.1# -13 PLF @ 0.0 to -13 @ 1.2y=10.01[1008] Brg.# 2 Vert.R= 163.3 # Hor.R= -0.00 10 PLF @ 6.4 to 10 @ 9.4 [yy=15.8][ 0%] -99 PLF@ 0.0 to -99@ 6 .4L[y=12.1][100%] (MWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM 11 10 ELF @ 9.4 to 10 @ 11.0 [y=15.8][ 0%] Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 11.0 [y=10.C]][100%] -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8)[100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.C1[ 0%] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.81[100%] 30 PLF @ 9.4 to 30 @ 11.0 (y=15.8][ 0%] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01[ 0%] 13 PLF@ 1.3 to 13@11.0(y=10.01[100%1 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)( 0%) [C6C ASCE Wind Rt-+D](OC 24.00][DF 1.6)]II:M 1) 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.01( 0%1 Repetitive Factors Used: Yes -31 ELF @ 0.0 to -31 @ 9.4L [y=12.81[100%] -158 PLF @ 6.4 to -158 @ 9.4 L (y=12.8)[100%] Brg.# 1 Vert.R= 200.9 # Hor.R= 73.7# 31 PLF @ 0.0 to 31 @ 6.4 [y=15.8)[ 0%) Brg.# 2 Vert.R= 93.9 # Hor.R= -0.04 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0)[10011 31 PLF @ 6.4 to 31 @ 9.4 [yy=15.81[ 0%] (MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60)[NM 1] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1][100%] Repetitive Factors Used: Yes 30 PLF @ 9.4 to 30 @ 11.0 [p=15.81[ 0%] -11 PLF @ 9.4 to -11 @ 11.0 [y=12.8](100%] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.01[100%] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.81[ 0%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%) -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.011100%1 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01[ 0%] 20 PLF@ 0.0 to 20@ 1.2[y=5.01[ 0%] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0]( 0%j [C6C ASCE Wind Lt--D][OC 24.00)[DF 1.60][NM 1) -11 PLF @ 0.0 to -11 @ 9.4 L [y=12.8)[100%] Repetitive Factors Used: Yes Brg.# 1 Vert.R= 331.1 # Hor.R= 25.3# Brg.# 2 Vert.R= 233.1 # Hor.R= -0.0# -99 PLF @ 31 PLF @ 3.0 to 0.0 to -99 @ 31 @ 9.4 L Iy--12.8) (100%) 3.0 [y=15.8]( 0%J -65 PLF @ 0.0 to -65 @ 1.2 (y=10.01(100%1 [MWFRS ASCE PrDl--][OC 24.00][DF 1.60)[NM 11 31 PLF @ 3.0 to 31 @ 9.9 [y=15.81[ 0%] Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2)[100%] -59 PLF @ 9.4 to -59 @ 11.0 [y=12.8)(100%) 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%] 31 PLF @ 0.0 to 31 @ 9.4 [y=15.8][ 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[100%1 30 PLF @ 9.4 to 30 @ 11.0 [y=15.81[ 0%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 0%] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100%1 -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%) • + • 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%) 20 PLF @ 1.2 to 20 @ 11.0 [y 5.01[ 0%] • • • • • • • • 20 PLF @ 1.3 to 20 @ 11.0 Iq= 5.01[ 0%] = _ _ _ _-_ _-= --- = ---=-=-=-=-= • • .. • -59 PLF @ 0.0 to -59 @ 9.4 L [y=12.8)[100%) [C6C ASCE Wind Rt--D)[OC 24.00][DF 1.60)[NM 1] • • • ..... Brg.# 1 Vert.R= 36.8 # Hor.R= 137.8# Repetitive Factors Used: Yes • • + • • • • . . • • • • • � Brg.# 2 Vert.R= 1.4 # Hor.R= 0.0# -158 PLF @ 6.4 to -158 @ 9.4 L [y=12.8)[100%] • 31 PLF @ 0.0 to 31 @ 6.4 [y=15.81[ 0%] . • • • • • , • IC&C ASCE Wind Lt -+][OC 24.00)[DF 1.60](NM 1] -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0][100%] • • • • . + „ • • • • • • Repetitive Factors Used: Yes 31 PLF @ 6.4 to 31 @ 9.4 [y=15.81[ 0%] • • • • • • • -99 PLF @ 3.0 to -99 @ 9.4 L (pp=12.8)[100%] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.1][100%] • ' • • • + ... . 10 PLF @ 0.0 to 10 @ 3.0 [y=15.811 0%] 30 PLF @ 9.4 to 30 @ 11.0 [y=15.8)[ 0%] • . , • , . • • -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0](100%] 13 PLF @ 1.2 to 13 @ 11.0 (y=10.01[100%1 • • • • • • • 10 PLF @ 3.0 to 10 @ 9.4 [y=15.81[ 0%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] • • • • • • .. • .. . -158 PLF @ 0.0 to -158 @ 3.0 L 1y=11.21(100%) -125 PLF @ 9.4 to -125 @ 11.0 (y=12.81[100%] • , .. , , • 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8]1 0%] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0J1 0%] • • • • • -13 PLF@ 1.2 to -13@11.0[y=10.0][100%] ________________________ • • i...i. ....s. 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%] • • -125 PLF @ 9.4 to -125 @ 11.0 (y=12.8](100%] , . . • • 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01( 0%J • • • • • . . + • • • • (C6C ASCE Wind Rt -+][0C 24.00][DF 1.601[NM lJ • • • Repetitive Factors Used: Yes -158 PLF @ 6.4 to -158 @ 9.4L [y=12.8)[100%] 10 PLF @ 0.0 to 10 @ 6.4 [y=15.8)[ 0%) 13 PLF @ 0.0 to 13 @ 1.2 (y=10.01(100%] 10 PLF @ 6.4 to 10 @ 9.4 [y=15.81( 0%] -99 PLF @ 0.0 to -99 @ 6.4 L [y=12.11[100%1 10 PLF @ 9.4 to 10 @ 11.0 [y=15.81[ 0%] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.011100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%) -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8][100%] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01[ 0%) (C6C ASCE Wind Lt --][OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes -99 PLF @ 3.0 to -99 @ 9.4 L [y-12.8)(100%] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.81[ %] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][100%] 10 PLF @ 3.0 to 10 @ 9.4 [y=15.8][ 0%] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.21[100%] 10 PLF @ 9.4 to 10 @ 11.0 [y=15.8][ 0%] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][100%] 10 PLF @ 0.0to 10 @ 1.2 [y= 5.011 0%] -125 PLF @ 9.4 to -125 @ 11.0 [y=12.8)(100%) 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.01[ 0%) (C6C ASCE Wind Rt --][OC 24.00][DF 1.60)(NM 11 JOD:(15J15) /A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 13B 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP C, wind TC DL=5.0 Bot chord 2x4 SP #2 N 13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP_#3_136 1 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W 1.5X4 S 2.50 [12] W3X5(R) S 3.00 =2X4(A1) R=713# U=298# RL=121# W=8" (Rigid Surface) 8'3" 2'9" =5X6 III1.5X4 @3V(R)[12)• i� R=51190 U=216# SEQ = 369035 PLT TYP -WAVE DESIGN CRIT=FSC2010RES/TP421107FT/RT=70%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 "WARNINOI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.Opsf "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL REF Tons r"Ar. ind,— tare b, U6 Ii g, hmdI abippirp. imlaMlq mW bradng. Rarer I. arid folmffaIsi d*m fSCSI(B I&VCmpwrenlSafetylMarmalion,byTPIandWTCA)fmcafaly TC DL 15.Opsf DATE 10-15-2015 wWice , pM W performNese ing fundlms. Imbill-, mal prWWe bmpw.ry bradrg per SCSI. JrJess odea dherwise, Wp the d eh.l have l., "rly.n..h d slrudur.i sMsNsg.nd bod— lord lvl ahave.prapmyaeaohedrigidwft. Latalwslo for parmaneraWirral raslrziddwebs BC DL 10.Opsf DRWG FLORMA QUALITY TRUSS mal hs- bradrp k*aW pm SCSI sedans B3. B7 or B10, as appk ble. Appy pWas W inch f.ce d truss and pmton as shown above and m the JoM1 Details. Waw riled dherwiae. Rd.rwdnwNgslwAZfmstandard pWaposbfw. ITw Buldbp Canpmeda Group Irc mal ml bis ropwible I. my d.Nagm hen Nie dra�iivv. 6a y Mur. W bald de trim n omdmrarra with ANSVTPI 1, m for hwW". slipp.g, irNaYBan br.dnpdtrlwwa. A awl m BJa dnwYlg w oovx Papa NWIg INa drawtrlg. Yldlwlaa awsphnw a profssshnal , BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 11 TEL: (954) 975-3384 DUR.FAC. 1.25 JOB#: 15325 PAX: (954) 978-8980 anpNwdrg raaDa^aBb aolNy for Na a.ab^ shown TM aulsbW and wa awe awing 3615 PARK UNTRAL BLVD. ♦wary endue is ft reparr••y of Bw BLAft D..Igr.r per ANSVrPI 1 Sw.2. POMPANO BEACH, Ff. 33064 F. mare bdommam wee IN, job's general odea Pape and Nese web wes: RWBCG:—Awbog—TPI: ww bira.arg: WTCA www.sbcMustry.,xi ICC: www.lesiafe.org SPACING 24.0" TYPE COMN [ALPINE)[FBC201ORes/TPI-2007][A4](15325/I1 [TCLL 30.0)(TCDL 15.0][BCDL 10.0][BCLL 0.01[DF 1.251[OC 24.0][NM 1](SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][DF 1.25][NM 11 [X-Loc][React][Si2e] ____= Repetitive Factors Used: Yes 1.25][ 713][ 247h][0.67] [10.75][ 515][0.25] 31 PLF @ 0.0 to 31 @ 8.3 (y=15.6][ 081 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 0- 2 704 -722 0.00 0.76 0.76 30 4 SP #2 N 13B 19.33 3.45 Plywd 60 PLF @ 0.0 to 60 @ 8.3 [y=15.6][1008] 2- 4 818 -796 0.00 0.76 0.76 30 4 SP -#2 -N -13B 34.12 3.00 Plywd 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6][1008] 4- 5 519 -531 0.00 0.47 0.47 29 4 SP #2 N 13B 48.79 3.01 Plywd Brg.# 1 Vert.R= 712.7 # Hor.R= -0.00 7- 9 5 -4 0.00 0.33 0.33 31 4 SP12-N-13B 33.00 0.01 Plywd Brg.# 2 Vert.R= 507.5 # Hor.R= -0.0# 1- 3 735 -715 0.18 0.51 0.69 1 4 SP #2 N 13B 19.04 -0.74 Diaph === _____ _ _ _ _ ___________ _ -_-_-_ 3- 8 712 -932 0.17 0.51 0.68 1 4 SP12-N-13B 80.00 -0.00 Diaph [FBC pass #2][OC 24.00][DF 1.25][NM 11 8-12 482 -586 0.00 0.26 0.26 34 4 SP #2 N 13B 33.00 -0.00 Diaph Repetitive Factors Used: Yes 10-11 116 -104 0.03 0.02 0.06 28 4 SP -93-13B 23.67 -Bending Web- 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 0- 1 52 -65 = Plate Member =-_- PLATE -MEMBER 0.50 -Vert- ----- 31 PLF @ 8.3 to 31 @ 11.0 [y=15.6][ 08] 5- 6 519 -444 -=-=Fictious Member=- SP #2 N 13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08] 6- 7 5 -3 --=Fictious Member=- SP -92-N 13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][10081 9-10 104 -116 - -=Fictious Member=- SP -#3-13B 0.00 -Vert- ----- Brg.# 1 Vert.R= 455.7 # Hor.R= -0.0# 11-12 104 -116 - -=Fictious Member=- SP_#3_13B 0.00 -Vert- ----- Brg.# 2 Vert.R= 324.5 # Hor.R= -0.04 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace [Partial Unbal. Lt)[OC 24.00][DF 1.25][NM 1] 2- 3 698 -528 0.21 30 4 SP #3 13B 4.00 Repetitive Factors Used: Yes 4- 8 363 -242 0.11 29 4 SP -43-13B 51.91 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6]( 08) 6- 8 218 -59 0.08 2 4 SP -#3-13B 23.67 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08) 6-12 754 -620 0.22 29 4 SP -_#3-13B 35.16 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0]( 08) 60 PLF @ 1.7 to 60 @ 8.3 [y=15.6)[1008) Node X -Loc Y -Loc Plate Cq JSI Method deflY(L) def1Y(T) dxL dxT 60 PLF @ 8.3 to 60 @ 11.0 (y=15.6)[1008) 0 0.00 10.28 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 601.0 # Hor.R= 0.0# 1 0.00 10.24 2X4(Al) 0.80 0.44 0.05 L/351 0.12 L/154 0.00 0.00 Brg.# 2 Vert.R= 515.4 # Hor.R= -0.0# 2 1.55 10.73 1.5X4 0.80 0.51 N 0.00 L/219 0.00 L/ 96 0.01 0.02 _ _ ___ _ _ _ _ ___ _ _ _ _ _ _________________ 3 1.58 10.15 1.5X4(3) 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 0.00 [Partial Unbal. Rt][OC 24.00][DF 1.25][NM 1] 4 4.31 11.42 1.5X4 0.80 0.26 N 0.07 L/999 0.16 L/708 0.00 0.01 Repetitive Factors Used: Yes 5 8.25 12.41 5X6 0.80 0.90 N 0.03 L/999 0.07 L/999 0.01 0.01 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6][ 08] 6 8.25 12.41 ---- ----- ---- ----- ---- ---- 31 PLF @ 8.3 to 31 @ 11.0 [y=15.6][ 08] 7 8.25 12.41 ---- ----- ---- ----- ---- ---- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01[ 08] 8 8.25 10.15 3X4 0.80 0.30 N 0.03 L/999 0.07 L/999 0.00 0.01 60 PLF @ 0.0 to 60 @ 4.0 [y=15.6][1008] 9 11.00 12.41 1.5X4 0.80 0.67 N O.00 L/999 0.00 L/999 0.91 0.01 Brg.# 1 Vert.R= 557.5 # Hor.R= -0.09 10 11.00 12.41 ---- ----- ---- ----- ---- ---- Brg.# 2 Vert.R= 243.9 # Hor.R= 0.09 11 11.00 10.15 3X5(R)[12] 80 1.00 N 0.00 L/999 0.00 L/999 0.01 0.01 =-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-= -------- 12 11.00 10.15 ---- ----- ---- ----- ---- ---- [Partial Unbal. Ltl][OC 24.00](DF 1.25]INM 11 Reppetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.6][ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08] 60 PLF @ 0.0 to 60 @ 1.3 (y=15.61[10081 60 PLF @ 8.8 to 60 @ 11.0 [y=15.6)[1008] Brg.# 1 Vert.R= 425.8 # Hor.R= -0.04 Brg.# 2 Vert.R= 343.8 # Hor.R= -0.04 [Partial Unbal Rtl](OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 (y=15.6)[ 081 31 PLF @ 8.3 to 31 @ 11.0 (y=15.61[ 081 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.01( 08] 60 PLF @ 0.0 to 60 @ 8.3 [y=15.6][1008] 60 PLF @ 8.3 to 60 @ 10.7 [y=15.6][1008] Brg.# 1 Vert.R= 712.4 # Hor.R= 0.0# Brg.# 2 Vert.R= 490.3 # Hor.R= -0.0# [Partial Unbal. Lt2)[OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 (y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08) 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 08) 60 PLF @ 1.6 to 60 @ 8.3 (y=15.6](1008) 60 PLF @ 8.3 to 60 @ 11.0 [y=15.6](1008] Brg.# 1 Vert.R= 609.7 # Hor.R= -0.0# Brg.# 2 Vert.R= 515.5 # Hor.R= 0.0# (Partial Unbal. Rt2][OC 24.00][DF 1.25][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 31 PLF @ 8.3 to 31 @ 11.0 [y=15.61[ 08] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 081 60 PLF @ 0.0 to 60 @ 1.6 (y=15.61[10081 Brg.# 1 Vert.R= 430.2 # Hor.R= -0.0# Brg.# 2 Vert.R= 225.0 # Hor.R= 0.0# (MWFRS ASCE Perp/L++][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 0�, 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 0; -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0; -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ O; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100`; Brg.# 1 Vert.R= 66.3 # Hor.R= 22.20 Brg.# 2 Vert.R= -26.0 # Hor.R= -0.09 --------------- [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.601(NM Reppetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 0; 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ O; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ O� -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1( 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 0 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100; Brg.# 1 Vert.R= 194.5 # Hor.R= 22.2# Brg.# 2 Vert.R= # Hor.R=- _0_0# - -93.4 - - [MWFRS ASCE Perp/L-+][OC 24.00)[DF 1.60][NM Reppetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 [y=12.51[100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ N 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ Oi -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100; 10 PLF 0.0 Yo 10 @ 1.2 [y= 5.01[ O; -48 PLF d@ • 6.4 Co -48 @ 8.3 L [y=12.5][1( • ' • 10 PLFS 1.3 to10 ' @ ri!0•["9•.0] [ 0; • • -48 PLF J 0.0 �o -48 @ 1.2 [4'10.0][100; Brg.# 1 W6t•P• • ,298.3 # Hor.R= 98.8# •••••'Brg.# 2'trt.R= -219.8 # *9.0-••0.0# • • • • "[MWFRS ASCE Peip/L--)[OC 2C40j4F• L60] [NM • • • • RepetitiwoFactors Used: *Yes • • 59 PLF @ E.3 is -59 @ 11.0 =12.5][IM ( 10 PLF'@ O.t4 o 10 @ 08.E --111.61( O: ••r••• 10 PLF @• 64tG 10 @ 41•06�y=•15.6)[ 0�. • • 13 PLF•@ 1.49 is 13 @ 11.0 (y=10.OHIM •• •• 10 PLF @•E.0 is 10 @ •1!2•Oji!.0)( N ..••..-48 PLF @ 0P to -48 @ 8.3 1♦r-12.5](1( • • • 10 PLP @ 1.3 to 10 @ 11.0 [y 5.01[ 0; • • -48 PLF•@ O.Oto -48 @ 9192• "10.01(100; • Brq.# 1 Qe?t!fi-' X170.1 # ror.R- • • •Brg.# 2 Vert.R= -100.4 # •98.8# ✓ ,J:b 0 •-0.0# [MWFRS A%,� p/j++](OC 24.00)(DF 1.60][NM Repetitive actor Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 (y=10.01[10 10 PLF @ 0.0 to 10 @ 8.3 (y=15.6][ N 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61( Oi -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ O; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0)[ O; -11 PLF @ 8.3 to -11 @ 11.0 (y=12.5)(100f Brg.# 1 Vert.R= -117.5 # Hor.R= 64.5# Brg.# 2 Vert.R= -71.4 # Hor.R= -0.04 ----------------------- [MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ Of 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ O; -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ O; -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][100; Brg.# 1 Vert.R= 10.7 # Hor.R= 64.50 Brg.# 2 Vert.R= 48.0 # Hor.R= -0.0# [MWFRS ASCE Perp/R-+][OC 24.00](DF 1.60][NM Repetitive Factors Used: Yes -p3 PLF @ 1.3 to -13 @ 11.0 (y=10.0)(100; 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ O; 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ O; -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 08) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 08) -59 PLF @ 8.3 to -59 @ 11.0[y=12.5][1008] Brg.# 1 VeIt.R= 136.8 # Hor.R= 64.511 Brg.# 2 Vert.R= -184.1 If Hor.R= -0.011 [MWFRS ASCE Perp/R--)[OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 (y=15.6][ 08] 10 PLF @ 8.3 to 10 @ 11.0 [y--15.6]( 08] -31 FLF @ 0.0 to -31 @ 8.3 L [y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008) Brg.# 1 Vert.R= -8.6 # Hor.R= 64.5# Brg.# 2 Vert.R= -64.7 # Hor.R= -0.0# [MWFRS ASCE Parl++)(OC 24.001[DF 1.60)[BM 1] Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 08] 10 PLF @ 8.3 to 10 @ 11.0 [yy=15.6][ 08] -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]1 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0 (y=12.5][1008] Brg.# 1 Vert.R= 0.3 # Hor.R= 22.2# Brg.# 2 Vert.R= -19.9 # Hor.R= -0.0# -------------- (MWFRS ASCE Parl+-j(0C 24.00][DF 1.60)(NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008) 10 PLF @ 0.0 to 10 @ 8.3 [y=15.6][ 08) 10 PLF @ 8.3 to 10 @ 11.0 [yy=15.6][ 08) -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5]11008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ 08] 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0 1Y=12.5][1008] Brq.# 1 Vert.R= 128.4 # Hor.R= 22.24 Brg.# 2 Vert.R= 99.5 # Hor.R= -0.0# [MWFRS ASCE Parl-+][OC 24.00)[DF 1.601[NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61( 08) 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6][ 08] -59 PLF @ 0.0 to -59 @ 8.3 L [y=12.5][1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]( 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008] Brg.# 1 Vert.R= -293.0 # Hor.R= 120.7# Brg.# 2 Vert.R= -252.5 # Hor.R= -0.04 [MWFRS ASCE Parl--][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008) 10 PLF @ 0.0 to 10 @ 8.3 [y=15.61[ 08] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6]1 08] -59 PLF @ 0.0 to -59 @ 8.3 L (y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 08) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0]( 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008] Brg.# 1 Vert.R= -164.9 # Hor.R= 120.711 Brg.# 2 Vert.R= -133.1 # Hor.R= 0.0# [MWFRS ASCE PrpD/L++][OC 24.00)[DF 1.60)[NM 1] Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y-15.61[ 08] -13 PLF @ 1.3 to -13 @ 11.0 ly=10.0][10081 20 PLF @ 0.0 to 20 @ 1.2 [yy= 5.0][ 08) -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08) 48 PLF @ 0.0 to 48 @ 1.2 [q=10.0][1008] Brg.# 1 Vert.R= 262.8 # Hor.R= 22.21 Brg.# 2 Vert.R= - 112.7 # Hor.R=- - _0.01 - - - [r4FRS ASCE PrpD/L+-1[OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 8.3 to -11 @ 11.0 (y=12.5][1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.611 08] 30 PLF @ 8.3 to 30 @ 11.0 (y=15.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01j[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= S.Oj[ 081 -11 PLF @ 0.0 to -11 @ 8.3 L (yy--12.5][1008] 20 PLF @ 1,3 to 20 @ 11.0 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] Brg.# 1 Vert.R= 390.9 # Hor.R= 22.2# Brg.# 2 Vert.R= 232.1 # Hor.R= 0.0# (MWFRS ASCE PrpD/L--][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 8.3 to -59 @ 11.0 (y=12.5)(1008) 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 8.3 L [q=12.5](1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] Brg.# 1 Vert.R= 26.4 # Hor.R= 98.80 Brg.# 2 Vert.R= 38.3 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-][OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 31 PLF @ 0.0 to 31 @ 8.3 (y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 (yy=15.6)( 08) -31 PLF @ 0.0 to -31 @ 8.3 L [y=12.5][10081 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 081 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0 [y=12.5][1008] Brg,# 1 Vert.R= 207.1 # Hor.R= 64.59 Brg.# 2 Vert.R= 186.6 # Hor.R= -0.04 [MWFRS ASCE PrpD/R--][OC 24.00][DF 1 60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1008] 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 081 30 PLF @ 8.3 to 30 @ 11.0 [yy=15.61[ 08] 8 -31 PLF @ 0.0 to -31 @ .3 L [y=12.5111008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0]( 08] -59 PLF @ 8.3 to -59 @ 11.0 Iy=12.51[10081 Brg.# 1 Vert.R= 187.8 # Hor.R= 64.5# Brg.# 2 Vert.R= 73.9 # Hor.R= 0,0# (MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.01[10081 31 PLF @ 0,0 to 31 @ 8.3 (y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -11 PLF @ 0.0 to -11 @ 8.3 L [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 8.3 to -11 @ 11.0[y=12.5][1008] Brg.# 1 Vert,R= 324.9 If Hor.R= 22.2# Brg.# 2 Vert.R= 238.2 If Hor.R= -0.01 [NWFRS ASCE PrDl--j[0C 24.00][DF 1,60)[NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1008) 31 PLF @ 0.0 to 31 @ 8.3 [y=15.61[ 08] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6)[ 981 -59 PLF @ 0.0 to -59 @ 8.3 L [y=12.5][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y=5.01[ 08] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.0][ 08] -59 PLF @ 8.3 to -59 @ 11.0 [y=12.5][1008] Brg.# 1 Vert.R= 31.6 # Hor.R= 120.70 Brg.# 2 Vert.R= 5.5 # Hor.R= 0.0# (C&C ASCE Wind Lt -+][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.61[ 081 -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.21[1008] 10 PLF @ 3.0 to 10 @ 8.2 (y=15.611 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0](1008) 10 PLF @ 8.3 to 10 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.51[10081 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 081 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.01[ 08) -99 PLF @ 3.0 to -99 @ 8.3 L [y=12.5](1008) [C&C ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=15.6)[ 08) -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.8][1008] 10 PLF @ 5.3 to 10 @ 8.2 [q=15.6]( 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 8.3 to 10 @ 11.0 (y=15.61( 08) -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08) 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.011 08] -158 PLF @ 5.3 to -158 @ 8.3 L [y=_2.5][1008] [C&C ASCE Wind Lt --)[0C 24.00)[DF 1.60][NM 1) Repetitive Factors Used: Yes -65 PLF @ 0.0 to -65 @ 1.2 [y=10.01110081 10 PLF @ 0.0 to 10 @ 3.0 [y=15.6;[ 08] -158 PLF @ 0.0 to -158 @ 3.0 L [y=_1.2][1008] 10 PLF @ 3.0 to 10 @ 8.2 [y=15.6:[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0:[1008] 10 PLF @ 8.3 to 10 @ 11.0[y=15.6:[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5](1008] 10 PLF @ 0.0 to 10 @1.2 (y= 5.0'[ 08) 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.0:[ 08] -99 PLF @ 3.0 to -99 @ 8.3 L [y=12.5][1008] [C&C ASCE Wind Rt --)[OC 24.00][DF 1.60][NM 11 Reppetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0](1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=15.6.[ 08) -99 PLF @ 0.0 to -99 @ 5.3 L [y=11.8](1008] 10 PLF @ 5.3 to 10 @ 8.2 [y=15.6;[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0;[1008] 10 PLF @ 8.3 to 10 @ 11.0 [y=15.6][ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] -158 PLF @ 5.3 to -158 @ 8.3 L (y=12.5][1008) [C&C ASCE hind Rt-+DI(OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01(1008) 31 PLF @ 0.0 to 31 @ 5.3 (y=15.61[ 08) -99 PLF @ 0.0 to -99 @ 5.3 L (y=11.81[10081 31 PLF @ 5.3 to 31 @ 8.2 (y=15.61[ 08] -13 PLF @ 1.2 to -13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01[ 08] _158-PLF @- 5.3 to -_158 @-8.3-L-(y=12_5][1008] [C&C ASCE Wind Lt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -65 PLF @ 0.0 to -65 @ 1.2 [y=10.)][1008] 31 PLF @ 0.0 to 31 @ 3.0(y=15.61( 081 -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 31 PLF @ 3.0 to 31 @ 8.2 [y=15.61[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.6]1 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 081 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.01[ 08] -99 PLF @ 3.0 to -99 @ 8.3 L [y=12.5)[1008] [C&C ASCE Wind Rt--D](OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -13 PLF @ 0.0 to -13 @ 1.2 (y=10.0][1008] 31 PLF @ 0.0 to 31 @ 5.3 [y=15.6][ 08] -99 PLF @ 0.0 to -99 @ 5.3 L (y=11.8][1008] 31 PLF @ 5.3 to 31 @ 8.2 (y=15.6][ 08] 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0][1008] 30 PLF @ 8.3 to 30 @ 11.0 [y=15.61[ 08] -125 PLF @ 8.3 to -125 @ 11.0 [y=12.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 20 PLF @ 1.2 to 20 @ 11.0[y= 5.0][ 08) -158 PLF @ 5.3 to -158 @ 8.3 L (y=12.5][1008] • • 0000•• • • • 0000•• • • • • •• • • •• 0000•• 0 666606 • 000000 • 060.00 • • • 66.06• 0000 •• • • • 0000 • •0 •••0• • • 000000 0 Soo 00000 • • • • • 000000 0 ••6••• 000000 •0000• • • • 000000 •0 • JO0:(15SL5) / A5 Top chord 2x4 SP—#2_N-13B Bol chord 2x4 SP #2 N 13B Webs 2x4 SP—#3-13B Lumber grades designated with "l 3B" use design values approved 1/30/2013 by ALSC Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. =2X4(A 1) 6'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W1.5X4 S 2.50 [11] W3X5 S 3.00 4'9" R=713# U=312# RL=91# W=8" (Rigid Surface) PLT. TYP.-WAVE DESIGN CRIT=FBC2010RESRPI-2007 FT/RT=20%(0%y1(0) QTY= 1 TOTAL= 1 aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trussea nave =akeme — In fab tbhg, henrirp,WipphIL snkllrp and bradnp. Refer to nM ,w. . Bile. eQdian M BCS,,.irq Canpahers Saletyby TPI and WTCA) fm safNy Practices prlw b padom*lg lhaaa M1nekaru. kWalera she. prwkk N Wwwy bracahg Par BCSI. UN -a -ed W— - lap r Yul have properly abdred ft s sal ahetlMV a M babm chord R=515# U=247# 0000•• • • • 0000•• • •0000• 0000• • 0000• 0000•• • • • 0000•• REV. 10.03.12.0410.00 l, 1 NK Map SCSI w0iomm83, 87 o, 010, as applicable, �r'PM to ea�aze 1FT.a0RIDA QUt1L1 1 i TRUSS of truss .M poO— as sho- abp ar d w the Jv1 Decals. Ynkes n ed othemrse. Ref. W= 1 W 4vMam pla a posh— REF ITW BBV Caapaw4 Grap kK. sIW - v resp—". for any deviation ham clvs drag. _ so build the bus a, c-lmmanee Wh ANStrPI 1, or fa h-olkg, ahippi,, iialablicn O/A LEN. 11 sf>L. teat g N trusses. TET,: (954) 975-3384 A-1 on 0" dr. kq or wv.r p.g. Is" W. dr.wktg, b+dk.t.. .Wha— of prof.nknd PAX: (954) 978-8980 "I—kv..pon.W.a.ly for V. d..lphN—. Th..10.f1My arta wa of W. dr.wkV 0615 PARK CENTRAL BLVD, formy.koofu lefMn.porutl*y0fMBul•tp Dnlgmrp*rANSUrPIf S.o.7. POMPANO BEACH, FI. 33064 Far — W—al— See On job's g.neral odes Pape am these wee On ITWBCG: ww AwLcg—TPI:—tPiW-g:WTCA www.atraMua,y—; ICG:www.iculemg R=515# U=247# 0000•• • • • 0000•• • •0000• 0000• • 0000• 0000•• • • • 0000•• REV. 10.03.12.0410.00 SEQ = 369028 SCALE =0.7500 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 10-15-2015 DRWG O/A LEN. 11 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE COMN [ALPINE][FBC201ORes/TPI-2007][A5][15325/1] [TCLL 30.0][TCDL 15.0]IBCDL 10.0](BCLL 0.01[DF 1.25][OC 24.0](NM 1)[SOFFIT 2.01 =====Bearings=== (X-Loc][React][Size] ===== [ 1.25][ 113][ 198h][0.671 [10.151[ 515][0.251 EndPts MaxTen MaxComp 0- 3 138 -216 3- 4 862 -857 5- 8 886 -763 1- 2 215 -141 2- 7 237 -455 7-11 21 -21 9-10 557 -473 0- 1 34 -36 4- 6 862 -756 5- 6 763 -886 8- 9 473 -557 10-11 413 -557 EndPts MaxTen MaxComp 2- 3 763 -628 3- 7 619 -530 6- 7 440 -265 7- 8 794 -927 Node X -Loc Y -Loc 0 0.00 10.28 1 0.00 19.24 2 1.58 10.15 3 1.69 10.77 4 6.25 11.91 5 6.25 11.91 6 6.25 11.91 7 6.40 10.15 8 11.00 11.91 9 11.00 11.91 10 11.00 10.15 11 11.00 10.15 AXL BND CSI GLC S Grade 0.00 0.30 0.30 26 4 SP #2 N 13B 0.00 0.39 0.39 27 4 SP -12 -N -13B 0.01 0.44 0.45 1 4 SP #2 N 13B 0.01 0.15 0.16 2 4 SP12-1-13B 0.02 0.16 0.19 2 4 SP #2 N 13B 0.00 0.18 0.19 2 4 SP -12-1-13B 0.14 0.12 0.26 24 4 SP -#3-13B -_-= Plate Mmber =-_- PLATE MEMBER - -=Fictious Member=- SP 02 N 13B - -=Fictious Member=- SP #2 N 13B - -=Fictious Member=- SP -03-13B - -=Fictious Member=- SP -03-13B AXL GLC S Grade Length 0.23 24 4 SP 93 13B 4.00 0.24 24 4 SP -03-13B 54.30 0.13 27 4 SP -13-13B 17.67 0.40 25 4 SP -13-13B 53.03 Plate Cq JSI Method def1Y(L) Brace 2X4(Al) 0.80 0.09 0.00 L/999 1.5X4[21 0.80 0.96 N 0.00 L/999 3X4 0.80 0.78 N 0.00 L/999 4X5 0.80 1.00 N 0.02 L/999 3X8 0.80 0.65 N 0.02 L/999 3X4(R) 0.80 0.99 N 0.00 L/999 3X5[111 0.80 1.00 N 0.00 L/999 [STD.AUTO.LOAD][OC 24.001 OF 1.25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1]( 09] 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 09] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0]( 09] 21.13 3.41 Plywd 60 PLF @ 0.0 to 60 @ 6.3 (y=15.1)[1008] 56.36 3.01 Plywd 60 PLF @ 6.3 to 60 @ 11.0 (y=15.1][1008] 57.00 0.01 Plywd Brg.# 1 Vert.R- 712.7 # Hor.R= 0.00 19.04 -0.74 Diaph Brg.# 2 Vert.R= 507.5 # Hor.R= 0.01 57.75 -0.00 Diaph________________________ 55.25 -0.00 Diaph (FBC pass 62][OC 24.00][DF 1.25][NM 1] 17.67 -Bending Web- Repetitive Factors Used: Yes 0.50 -Vert- ----- 31 PLF @ 0.0 to 31@ 6.3 [y=15.11[ 081 0.00 -Vert- ----- 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11[ 091 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.011 09] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][10091 0.00 -Vert- ----- Brg.# 1 Vert.R= 455.7 # Hor.R= -0.0# Brg.# 2 Vert.R= 324.5 # Hor.R= 0.00 (Partial Unbal. Lt)(0C 24.00)[DF 1.25)(NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 (y=15.11[ 09] 31 PLF @ 6.3 to 31 @ 11.0 [y=15.111 09] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ O9] def1Y(T) dxL dxT 60 PLF @ 1.6 to 60 @ 6.3 (y=15.1][1009] ---- ----- ---- ---- 60 PLF @ 6.3 to 60 @ 11.0 [y=15.1](1009] 0.01 L/999 0.00 0.00 Brg.# 1 Vert.R= 609.7 # Hor.R= -0.0# 0.00 L/999 0.00 0.00 Brg.# 2 Vert.R= 515.5 # Hor.R= 0.00 0.00L/999 0.00 0.00______________=__________ 0.04 L/999 0.00 0.00 [Partial Unbal. Rt][0C 24.00][DF 1.25][NM 1) ---- ----- ---- ---- Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1][ 09) 0.04 L/999 0.00 0.00 31 PLF @ 6.3 to 31 @ 11.0 [y=15.11( 09) 0.00 L/999 0.00 0.00 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0]( 09] 60 PLF @ 0.0 to 60 @ 1.6 (y=15.1][1009] 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= 430.2 # Hor.R= -0.00 ---- ----- ---- ---- Brg.# 2 Vert.R= 225.0 If Hor.R= -0.00 [MWFRS ASCE Perp/L++][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -p1 PLF @ 6.3 to -11 @ 11.0 [y=12.0111009] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1]1 09] 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1][ 09] -13 PLF @ 1.3 to 13 @ 11.0 [y=10.01110091 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 09] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1009] Brg.# 1 Vert.R= 64.9 # Hor.R= 16.8# Brg.# 2 Vert.R= -25.2 If Hor.R= -0.00 (MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 (y=12.0][1009] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ 09] 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1][ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 09] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1009] 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ G9] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1009] Brg.# 1 Vert.R= 193.1 # Hor.R= 16.8# Brg.# 2 Vert.R= 94.2 # Hor.R= -0.00 (MWFRS ASCE Perp/L-+][OC 24.00)[DF 1.601[NM 11 Repetitive Factors Used: Yes -p9 PLF @ 6.3 to -59 @ 11.0 (y=12.0][1009] 10 PLF @ 0.0 to 10 @6.3 [y=15.1][ 09] 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1][ 09] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0];10091 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 09] -48 PLF @ 0.0 to 48 @ 6.3 L [y=12.0][1009) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 09] -48 PLF @ 0.0 to 48 @ 1.2 [y=10.0,[1009] Brg.# 1 Vert.R= -312.1 # Hor.R= 74.8# Brg.# 2 Vert.R= -227.8 # Hor.R= 0.0# [MWFRS ASCE Perp/L--](OC 24.00][DF 1.60)[NM Repetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0][100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ OS 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ 0; 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ O; -48 PLF @ 0.0 to -48 @ 6.3 L [y=12.0][1( 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0][ N -48 PLF @ 0.0 to -48 @ 1.2 (y=10.01[100i Brg.# 1 Vert.R= -183.9 # Hor.R= 14.811 Brg.# 2 Vert.R= -108.4 # Hor.R= -0.09 [KWFRS ASCE Perp/R++](OC 24.00](DF 1 60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 0; 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1)[ N -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.3][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( O; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 01 -11 PLF @ 6.3 to -11 @ 11.0 1y=12.0](100; Brg.# 1 Vert.R= -104.7 # Hor.R= 48.80 Brg.# 2 Vert.R= -43.6 # Hor.R= -0.09 [MWFRS ASCE Perp/R+-1[OC 24.00)[DF 1 60][NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0;(100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.111 01 10 PLF @ 6.3 to 10 @ 11.0 [y=15.11[ 01 -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0](1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 01 10 PLF f ' 1.3 to 10 @ 11.0 [y= 5.311 01 • 11 PLF 61.? tcf -11 @ 11.0 [1=12.3][100; MI= 118.8# • erg.# 1 ert.R= • 07rg.# 2 Ucrt.R= • 23.5 75.8 # : # Hor.R=• -0.09 jMWFRS ASwE Perp/R-+] [OC 24'.QO1[4F01'60] [PIM • • • • • Repetitive Factors Used: yes 0 -13 PLF @ 1.3 to -13 @ 1io0•[?4x0)[1001 '•'• �•�•.- 10 PLFJ'O.0to 10 PLF % jo 10 10 @ 16.3 [y=13!1]( 0; @ 1.100.(y j5.1]( 01 -31 PLF @ 0.0 to 31 @ 6.3•L [y*2.01[l( •' 0.00 10 PLF @0 0.# t(P 10 @ 010201? -5.01 [ 01 0000 10 FLF%j.1 t� 10 @ ll 0, 01[ O; 59 PLF @ .3 to 59 @ 1 �0 [ �' .0)[1001 0 0 0 • • OBrg.# 1 Vert.R• -162.2 # Hor.R=* 48.89 ' 0:rg.4 2 Vrt.R-.-214.0 # o • -0.0# • • 11:4FRS AVE Perp/R -)[OC 2x001 [DF L.60)[NM • 0 • 'Rp 0 e etitive Factors Used: 01fs+ • • 0 3 PLFO@0 1. % 13 @ 11.0 [y=161.0)(100( 10 PLF @• a.D to 10 @6.3 [y=15.11( 01 10 PLF @ 6.3 to 10 @ 11.0 (y=15.1]( 0 -31 PLF @ 0.0 to -31 @ 6.3 L [y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ N -59 PLF @ 6.3 to -59 @'11.0 [y=12.0][100; Brg.# 1 Vert.R= 34.0 # Hor.R= 96.8# Brg.# 2 Vert.R= -94.6 # Hor.R= -0.09 ---------------------- (MWFRS ASCE Parl++](OC 24.00][DF 1 601[NM 1] Repetitive Factors Used: Yes -p3 PLF @ 1.3 to -13 @ 11.0 [y=10.01[100; 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 0; 10 PLF @ 6.3 to 10 @ 11.0 [y=15.1][ 01 -I1 PLF @ 0.0 to 11 @ 6.3 L [y=12.0](1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01( 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.G]( 01 -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][100; Brg.# 1 Vert.R= -1.1 # Hor.R= 16.8# Brg.# 2 Vert.R= -19.1 # Hor.R= -0.00 [MWFRS ASCE Parl+-)[OC 24.00)[DF 1 60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1]1 01 10 PLF @ 6.3 to 10 @ 11.0 (y=15.11( 01 -11 PLF @ 0.0 to -11 @ 6.3 L (y=12.0][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 01 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 01 -11 PLF @ 6.3 to -11 @ 11.0 (y=12.0)11001 Brg.# 1 Vert.R= 127.0 # Hor.R= 16.84 Brg.# 2 Vert.R= 100.3 # Hor.R= -0.0# ---------------------------------------------- (MWFRS ASCE Parl-+](OC 29 00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.11[ 08) 10 PLF @ 6.3 to 10 @ 11.0 [yy=15.1][ 08) -59 PLF @ 0.0 to -59 @ 6.3 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08) 10 PLF @ 1.3 to 10 @ 11.0 [ = 5.0][ 08] -59 PLF @ 6.3 to -59 @ 11.0 y=12.0][1008] Brg.# 1 Vert.R= -299.6 # Hor.R= 91.39 Brg.# 2 Vert.R= -246.6 # Hor.R= -0.0# [MWFRS ASCE Parl--][OC 24.00](DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 6.3 [y=15.1][ 08] 10 PLF @ 6.3 to 10 @ 11.0 (yy=15.1][ 08] 6 -59 PLF @ 0.0 to -59 @ .3 L [y=12.0](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08) 10 PLF @ 1.3 to 10 @11.0 [y= 5.0][ 08] -59 PLF @ 6.3 to 59 @ 11.0 (y=12.0][1008] Brq.# 1 Vert.R= -171.4 # Hor.R= 91.3# Brg.# 2 Vert.R= -127.2 # Hor.R= 0.09 [MWFRS ASCE PrpD/L++][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1]( 08] 30 PLF @ 6.3 to 30 @ 11.0 (y=15.11( 081 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) -11 PLF @ 0.0 to -11 @ 6.3 L [yy=12.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] Brg.# 1 Vert.R= 260.9 # Hor.R= 16.8# Brq.# 2 Vert.R= 112.7 # Hor.R= -0.0# ------------ [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][1008) 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1)[ 08] 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] -11 PLF @ 0.0 to -11 @ 6.3 L [y-12.0)[1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008) Brg.# 1 Vert.R= 389.0 # Hor.R= 16.80 Brg.# 2 Vert.R= 232.1 # Hor.R= -0.0# ------------ (MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 6.3 to -59 @ 11.0 [y=12.0](1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 08] 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ 08] 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) -48 PLF @ 0.0 to -48 @ 6.3 L [pp=12.0][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] Brq.# 1 Vert.R= 12.0 # Hor.R= 79.8# Brg.# 2 Vert.R= 29.5 # Hor.R= -0.0# ------------------------ [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1][ 08] 30 PLF @ 6.3 to 30 @ 11.0 [y=15.1]( 08] 6 -31 PLF @ 0.0 to -31 @ .3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0]( 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 6.3 to -11 @ 11.0 [y=12.0][1008] Brg.# 1 Vert.R= 219.4 # Hor.R= 48.8# Brg.# 2 Vert.R= 213.6 # Hor.R= -0.0# [MWFRS ASCE PrpD/R--](OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11,0 (y=13.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.11[ 08] 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11( 08] -31 PLF @ 0.0 to -31 @ 6.3 L (y=12.0)(1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -59 PLF @ 6.3 to -59 @ 11.0 (y=12.0][1008] Brg.# 1 Vert.R= 162.0 # Hor.R= 48.8# Brg.# 2 Vert.R= 43.3 # Hor.R= 0.00 [MWFRS ASCE PrlD+-)[OC 29 00)[DF 1.60)[NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0 (y=10.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 (y=15.11[ 08] 30 PLF @ 6.3 to 30 @ 11.0 [y=15.11[ 08] -11 PLF @ 0.0 to -11 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)( 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08] -11 PLF @ 6.3 to -11 @ 11.0 (y=12.0)[1008] Brg.# 1 Vert.R= 323.0 # Hor.R= 16.8# Brg.# 2 Vert.R= 238.2 # Hor.R= -0.0# [MWFRS ASCE PrDl--][OC 24.00][DF 1.60)(NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 11.0(y=10.0][1008] 31 PLF @ 0.0 to 31 @ 6.3 [y=15.1][ 08] 30 PLF @ 6.3 to 30 @ 11.0 [yy=15.1][ 08] 6 -59 PLF @ 0.0 to -59 @ .3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0)( 08] -59 PLF @ 6.3 to -59 @ 11.0 1Y=12.0][1008) Brg.# 1 Vert.R- 24.6 # Hor.R= 91.39 Brg.# 2 Vert.R= 10.7 # Hor.R= -0.09 [C6C ASCE Wind Lt -+][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.11[ 08] -39 PLF @ 0.0 to -39 @ 1.2 [y=10.0][1008] 10 PLF @ 3.0 to 10 @ 6.2 [y=15.11[ 08 -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0][1041 10 PLF @ 6.3 to 10 @ 9.3 [=15.1][ 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.0][1008] 10 PLF @ 9.3 to 10 @ 11.0 [y=15.11[ 08) -99 PLF @ 3.0 to -99 @ 6.3 L [yy--12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [q= 5.0)[ 08] -97 PLF @ 9.3 to -97 @ 11.0 [y=12.0][1008] [C6C ASCE Wind Rt -+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][1008] 10 PLF @ 0.0 to 10 @ 3.3 [y=15.11[ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][1008] 10 PLF @ 3.3 to 10 @ 6.2 [y-15.1)[ 08] -97 PLF @ 6.3 to -97 @ 8.0 ly=12.0][1008] 10 PLF @ 6.3 to 10 @ 8.0 [y=15.11[ 08] -13 PLF @ 1.2 to -13 @ 11.0 (y=10.0][1008) 10 PLF @ 8.0 to 10 @ 11.0 [y=15.1][ 08] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08) 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.0)[ 08) -125 PLF @ 8.0 to -125 @ 11.0 (y=12.0](1008] [C6C ASCE Wind Lt --][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2)(1008) 10 PLF @ 0.0 to 10 @ 3.0 [=15.1][ 08) -65 PLF @ 0.0 to -65 @ 1.2 �y=10.01[10081 10 PLF @ 3.0 to 10 @ 6.2 [y=15.1)[ 08] -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0](1008] 10 PLF @ 6.3 to 10 @ 9.3 [y=15.11[ 08] 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 9.3 to 10 @ 11.0 [y=15.11[ 08] -99 PLF @ 3.0 to -99 @ 6.3 L [p=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0)[ 08] -97 PLF @ -9_3 to -97 @ 11.0 [y=12.0][1008)- - [C6C ASCE Wind Rt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][1008] 10 PLF @ 0.0 to 10 @ 3.3 [=15.1][ 08) -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1008] 10 PLF @ 3.3 to 10 @ 6.2 (=15,1]( 081 -97 PLF @ 6.3 to -97 @ 8.0 y=12.0][1008] 10 PLF @ 6.3 to 10 @ 8.0 [y=15.11[ 08) 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0][1008) 10 PLF @ 8.0 to 10 @ 11.0(y=15.11[ 08] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 081 10 PLF @ 1.2 to 10 @ 11.0 (y= 5.0]( 081 -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0](1008] [C6C ASCE Wind Rt-+D][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [r11.3)[1008] 31 PLF @ 0.0 to 31 @ 3.3 [y=15.1)[ 08] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0)[1008] 31 PLF @ 3.3 to 31 @ 6.2 [y=15.1)[ 08] -97 PLF @ 6.3 to -97 @ 8.0 [y=12.0][1008) 30 PLF @ 6.3 to 30 @ 8.0 ( =15.1)[ 08] -13 PLF @ 1.2 to -13 @ 11.0 y=10.01[1008] 30 PLF @ 8.0 to 30 @ 11.0(y=15.11[ 08] -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08) 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=12.0][1008) [C6C ASCE Wind Lt--D)[OC 24.00][DF 1.6C](NM 11 Repetitive Factors Used: Yes -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 31 PLF @ 0.0 to 31 @ 3.0 [y=15.1)[ 08] -65 PLF @ 0.0 to -65 @ 1.2 [y=10.0][1008) 31 PLF @ 3.0 to 31 @ 6.2 [y=15.11[ 08] -125 PLF @ 6.3 to -125 @ 9.3 [y=12.0][1008] 30 PLF @ 6.3 to 30 @ 9.3 (y=15.1]( 08) 13 PLF @ 1.2 to 13 @ 11.0 [y=10.0](1008] 30 PLF @ 9.3 to 30 @ 11.0 [yy=15.1][ 08] -99 PLF @ 3.0 to -99 @ 6.3 L [y=12.C][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 08] 20 PLF @ 1.2 to 20 @ 11.0 (p= 5.0][ 081 -97 PLF @ 9.3 to -97 @ 11.0 `y=12.0)[1008] [C6C ASCE Wind Rt--D][OC 24,00][DF 1.6C)[NM 11 Repetitive Factors Used: Yes -99 PLF @ 0.0 to -99 @ 3.3 L [y=11.3][1008] 31 PLF @ 0.0 to 31 @ 3.3 [y=15.11[ 08] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0](1008] 31 PLF @ 3.3 to 31 @ 6.2 [y=15.1)[ 38] -97 PLF @ 6.3 to -97 @ 8.0 [y=12.0](1008) 30 PLF @ 6.3 to 30 @ 8.0 [y=15.11( 081 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0](1008) 30 PLF @ 8.0 to 30 @ 11.0 [y=15.11[ 08) -158 PLF @ 3.3 to -158 @ 6.3 L [y=12.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 08] 20 PLF @ 1.2 to 20 @ 11.0 [y= 5.0][ 08] -125 PLF @ 8.0 to -125 @ 11.0 (y=12.0][1008) •••••• • •••••• • •••• • •• ••••• •• •• •• • •••••• • • • • • •••••• •• • J00:(lb3Zb) /Ab Top chord 2x4 SP #2 N 13B Bol chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC 175 mph wind, 18.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 10'3"12 4'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at 0.00 to 91 pit at 4.25 TC- From 91 plf at 4.25 to 91 plf at 11.00 BC- From 20 plf at 0.00 to 20 plf at 11.00 TC- 92.89 Ib Conc. Load at 10.31 BC- 28.13 Ib Conc. Load at 10.31 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 21 W1.5X4 S 2.50 [10] W3X4(R) 1.25 R 2.00 [13] W3X5 S 3.00 1111.5X4 6'g" 1'3" R=721# U=336# RL=624 W=8" (Rigid Surface) lid 93# PLT.TYP -WAVE DESIGN CRIT=FBC2010RE5/rPp2007FT/RT=20%(D%y1(o( QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 .4-• i 8-4- 30.Opsf "IMPORTANT- FURNI8H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL REF all • 0000•• �! /dwv pre MW eaman a BCSI (13 g Co ponent safely YidmOon, by TPI ral wrcA) b aefely Unless nolep"theror to �w'se�lop thou al m Y ih-th,,g W�balBaCro chord OrahmapraprlyallaeMdrpdming: I.-trprmr,r#Mealresnanofweb- •• • • • • Loa. o,a Na91uNt-cm Installed SCSI -tint B3.137 arBID.w apple. ApplypMesroe hface 0000•• • 0000•• • 0000•• BC LL 0.0 psf TOT.LD. 55.Opsf O/A LEN. 11 TET.,: (9.54) 975-3384 DUR.FAC. 1.25 JOB #:15325 TAX: (954) 978-8980 a^Ol^aan'm'wpenaR•y'Wary fortlw dalpn ahtx#t TMsubbilgrand0woflin druwng a 3s35PARK CENTRAL BLVD. f0•nr.� aprnpon-mptyvtprBulmnpowgwprANSrtpltS-2. 0000•• 0000 POMPANO • • • • 0000 • •• 0000• •• ••all•.•• 00900 • • • c • • 0000•• • • • 0000•• 0000•• • 113X5[i3] all, • • • • • 28# R=628# U=307# SEQ = 369025 PLT.TYP -WAVE DESIGN CRIT=FBC2010RE5/rPp2007FT/RT=20%(D%y1(o( QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =0.7500 ••WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.Opsf "IMPORTANT- FURNI8H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL REF T -- *An alar• ore in lea'.". handling, shpa;g Wmis" and b,edrg. 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A awl on ft drawing or t papa Ill BY drnAng, Val #op-plam of prol-a-lond BC LL 0.0 psf TOT.LD. 55.Opsf O/A LEN. 11 TET.,: (9.54) 975-3384 DUR.FAC. 1.25 JOB #:15325 TAX: (954) 978-8980 a^Ol^aan'm'wpenaR•y'Wary fortlw dalpn ahtx#t TMsubbilgrand0woflin druwng a 3s35PARK CENTRAL BLVD. f0•nr.� aprnpon-mptyvtprBulmnpowgwprANSrtpltS-2. SPACING 24.0" TYPE COMN POMPANO F"nreb'rrrrreon-eewei°b'- general notes page and than web -nes : ITWBCG:waw.#v.Ecp.cnn, TF4: winv.tpinstory;`MCA, w. slaoCMushy.ar ICC: rww.insala.ag [ALPINE](FBC2010Res/TPI-2007][A6](15325/1] [TCLL 30.0](TCDL 15.0][BCDL 10.0](BCLL 0.0](DF 1.25][OC 24.0][NM 1)[SOFFIT 2.01 =====Bearings=== [x-Loc][React][Size] ===== [ 1.251( 721][ 148h]!0.671 [10.151[ 628](0.251 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 3 178 -266 0.03 0.18 0.21 1 4 SP #2 N 13B 3- 5 814 -860 0.00 0.17 0.17 26 4 SP12-N-13B 6- 8 917 -998 0.09 0.17 0.26 31 4 SP #2 N 13B 8-10 917 -998 0.01 0.32 0.33 3 4 SP -#2-4-13B 1- 2 276 -149 0.00 0.08 0.08 3 4 SP #2 N 13B 2- 7 102 -243 0.03 0.08 0.10 3 4 SP -#2 -N -13B 7- 9 806 -834 0.20 0.08 0.29 3 4 SP #2 N 13B 9-13 19 -15 0.00 0.10 0.11 3 4 SP #2 N 13B 11-12 507 -570 0.15 0.06 0.21 25 4 SP13-13B 0- 1 29 -15 -_-= Plate Member =-_- PLATE MEMBER 4- 5 803 -815 - -=Fictious Member=- SP 02 N 13B 4- 6 917 -998 - -=Fictious Member=- SP #2 N 13B 10-11 570 -507 - -=Fictious Member=- SP #3 l3B 12-13 570 -507 - -=Fictious Member=- SP_#3_13B End Pts MaxTen MaxComp AXL GLC S Grade Length Brace 2- 3 763 -648 0.23 24 4 SP #3 13B 4.00 3- 1 769 -701 0.29 1 4 SP #3 13B 30.33 4- 7 216 -133 0.06 26 4 SP13-13B 11.67 4- 9 231 -135 0.09 1 4 SP #3 13B 37.13 8- 9 373 -368 0.11 27 4 SP13-13B 11.67 9-10 1045 -963 0.40 3 4 SP_#3_138 37.13 [STD.AUTO.LOAD][OC 24.00)[DF 1.25)[NM 11 Repetitive Factors Used: No 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6]( 09) 31 PLF @ 4.3 to 31 @ 11.0 (y=14.6][ 09] Length Pitch Brace 20 PLF @ 0.0 to 20 @ 11.0 fy= 5.0]f 08) 21.13 3.41 Plywd 60 PLF @ 0.0 to 60 @ 4.3 (y=14.6][1009) 31.63 3.01 Plywd 60 PLF @ 4.3 to 60 @ 11.0 [y=14.6][1009) 40.50 0.01 Plywd 50.66 Lbs. @ 10.3, 14.6 Angle=210 40.50 -0.00 Plywd 15.34 Lbs. @ 10.3, 5.0 Angle=270 19.04 -0.74 Diaph 42.22 Lbs. @ 10.3, 14.6 Angle=270 32.00 -0.00 Diaph 12.79 Lbs. @ 10.3,5.0 Angle=270 40.50 -0.00 Diaph Brg.# 1 Vert.R= 721.5 # Hor.R= -0.00 40.50 -0.00 Diaph Brg.# 2 Vert.R= 619.7 # Hor.R= -0.00 11.67 -Bending Web- 0.50 eb 0.50 -Vert- ----- [FBC pass #2][OC 24.00](DF 1.25][NM 1] 0.00 -Vert- ----- Repetitive Factors Used: Yes 0.00 -Vert- ----- 31 PLF @ 0.0 to 31 @ 4.3 (y=14.6]( 09] 0.00 -Vert- ----- 31 PLF @ 4.3 to 31 @ 11.0 [y=14.6]( 09] 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.01[ 09] 20 PLF @ 0.0 to 20 @ 11.0 (y= 5.0][1009] Brg.# 1 Vert.R= 455.7 # Hor.R= -0.00 Brg.# 2 Vert.R= 324.5 # Hor.R= -0.00 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL 1 0.00 10.24 2X4(Al) 0.80 0.09 0.00 L/999 0.01 L/999 0.00 2 1.58 10.15 1.5X4(2] 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 3 1.69 10.77 3X4 0.80 0.78 N 0.00 L/999 0.00 L/999 0.00 4 4.25 11.41 4X6 0.80 0.79 N 0.02 L/999 0.04 L/999 0.00 5 4.25 11.41 ---- ----- ---- ----- ---- 6 4.25 11.41 ---- ----- ---- ----- ---- 7 4.25 10.15 3X4 0.80 0.70 N 0.02 L/999 0.04 L/999 0.00 8 7.63 11.41 1.5X4 0.80 0.46 N 0.02 L/999 0.06 L/999 0.00 9 7.63 10.15 3X8 0.80 0.85 N 0.02 L/999 0.05 L/999 0.00 10 11.00 11.41 3X4(R)[10] 80 0.99 N 0.00 L/999 0.00 L/999 0.00 11 11.00 11.41 ---- ----- ---- ----- ---- 12 11.00 10.15 3X5[13] 0.80 0.98 N 0.00 L/999 0.00 L/999 0.00 13 11.00 10.15 - ---- ----- ---- [Partial Unbal. Lt][0C 24.00][DF 1.25][NM 11 Repetitive Factors Used: No 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 09] 31 PLF @ 4.3 to 31 @ 11.0 [y=14.61[ 09] 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0][ 09) dxT 60 PLF @ 1.6 to 60 @ 4.3 [y=14.6][1009) 60 PLF @ 4.3 to60 @ 11.0 [r14,6][1009] 0.90 50.66 Lbs. @ 10.3, 14.6 Angle=270 0.00 15.34 Lbs. @ 10.3, 5.0 Angle=270 0.01 42.22 Lbs. @ 10.3, 14.6 Angle=210 0.01 12.79 Lbs. @ 10.3, 5.0 Angle=210 ---- Brg.# 1 VeIt.R- 618.5 # Hor.R= -0.00 ---- Brg.# 2 Vert.R= 627.7 # Hor.R= -0.00 0.00=-______-__-________________ 0.00 [Partial Unbal. Rt)[OC 24.001[DF 1.25](NM 11 0.01 Repetitive Factors Used: No 0.00 31 PLF @ 0.0 to 31@ 4.3 [y=14.61[ 09) 31 PLF @ 4.3 to 31 @ 11.0 [y=14.61[ 09] 0.01 20 PLF @ 0.0 to 20 @ 11.0 [y= 5.0)[ 09] ---- 60 PLF @ 0.0 to60 @ 1.6 [y=14.6)[1009] 50.66 Lbs. @ 10.3, 14.6 Angie=270 15.34 Lbs. @ 10.3, 5.0 Angle=270 42.22 Lbs. @ 10.3, 14.6 Angle=270 12.79 Lbs. @ 10.3, 5.0 Angle=270 Brg.# 1 Vert.R= 439.0 # Hor.R= -0.01 Brg.# 2 Vert.R= 337.2 # Hor.R= -0.0# [MWFRS ASCE Perp/L++][OC 24 00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.01[10091 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ 09) -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1009] 10 PLF @ 4.3 to 10 @5.5 [y=14.6)[ 09] 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61( 091 -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01(100$) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]1 09] -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5][1009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 09] -11 PLF @ 4.3 to 11 @ 5.5 [y=11.5][1009] Brg.# 1 Vert.R= 59.4 # Hor.R= 11.40 Brg.# 2 Vert.R= -23.9 # Hor.R= -0.00 [MWFRS ASCE Perp/L+-](OC 29 00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.0][1009) 10 PLF @ 0.0 to 10 @ 4.2 (y=14.61[ 09) -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1009] 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ 09] 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ 09] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1009] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 09] -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5111009] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 09] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1009] Brg.# 'Vert.R= 187.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 95.5 # Hor.R= -0.09 IMWFRS ASCE Perp/L-+)[OC 24.0011DF 1.60)[NM Repetitive Factors Used: Yes -48 PLF @ 0.1 :o -48 @ 1.2 Iy=10.0](100; 10 PLF @ 0.0 =o 10 @ 4.2 (y=14.6][ 0; -48 PLF @ 0.0 :o -48 @ 4.2 L [y=11.5][1( 10 PLF @ 4.3 _o 10 @ 5.5 [y=14.61[ 05 10 PLF @ 5.5 -.o 10 @ 11.0 [y=14.6][ 0; -13 PLF @ 1.3 ;o -13 @ 11.0 [y=10.0][100; 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0; -59 PLF @ 5.5 ro -59 @ 11.0 (y=11.5][100 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0; -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5][100 Brg.# 1 Vert.R= -325.1 # Hor.R= 50.6# Brg.# 2 Vert.R= -232.8 # Hor.R= -0.0# (MWFRS ASCE Perp/L--][OC 24.00]IDF 1 60)(NM Repetitive Factors Used: Yes IS PLF @ 0.1 to -48 @ 1.2 [y=10.0][100: 10 PLF @ 0.0 to 10 @ 4.2 [y=14.61[ N -48 PLF @ 0.0 to -48 @ 4.2 L [y=11.51(1( 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ N 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6][ N 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0)1100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 0�, -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5;[100; 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0; -59 PLF @ 4.3 to -59 @ 5.5 [y=11.5][100; Brg.# 1 Vert.R= -196.9 # Hor.R= 50.61 Brg.# 2 Vert.R= -113.4 # Hor.R= 0.0# (MWFRS AS"Rtj!��] [OC 24.00] (DF 1.60) [NM ' • • • �eppetitivl Factors Used: ?A *000 • • 31 PLF i0.0 jp -31 @ 4.2 L•[7=11.5][1( 10 PIS 4,NioW 10 @ 4.2 [yAA.6)[ 0; •'••••-13 PLF! 1.3 to -13 @ 111.1041f-".01[100; ' •••••• 10 PLF @ 4.� to 10 @ 5 [y-14*6)[ 01 10 PLF @ 5. to 10 @ 1J.4 q[ WJ&6 j [ 0 *000 -11 PLF 4.5.5 to -11 @ 14.0 [y=11.5)[100; • • • • 10 PIF Qa 10 @ jj W05. 0)[ 0; 10 PLF 1.7 to 10 @ li 47y- 500)[ 0; ••••••-11 PLF @•4.1" 11 @ 44e(W41.5)[ION ' •• '• Irg.# 1 V@r��li• Brg.# 2 Ve = •82.5 # 425.1 # H r.qq 33.19 h�i�R`•�•0.04 • • ASCE Perp/R+-];OC 24.00][DF•1.60)[NM • rFRS epetitil �FF;s; Used: IIA • • • • • • -31 PLF • {o -31 @ 4.2 L [y j1.5][1( • • • 10 PLF @ 0.0 to 10 @ do2e["461[ 0; •• • 13 PLF•1.91tcR 13 @ 14.0 (y=10R0][100i 10 PLF tj 10 @ 5.5 (y=14.61( N •S 10 PLF @ 5 to 10 @ 11.0 [y=14.61[ 0`: -11 FLF @ 5.5 to -11 @ 11.0 [y=11.5][100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ N 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 0; -11 PLF @ 4.3 to -11 @ 5.5 [y=11.51[100; Brg.# 1 Vert.R= 45.7 # Hor.R= 33.1# Brg.# 2 Vert.R= 94.3 # Hor.R= -0.09 [MWFRS ASCE Perp/R-+][OC 24 00]IDF 1.60)[NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L 1y=11.51[1( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.61[ Of -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][100; 10 PLF @ 4.3 to 10 @ 5.5 [y=14.61[ Di 10 PLF @ 5.5 to 10 @ 11.0 (y=14.61[ N -59 PLF @ 5.5 to 59 @ 11.0 [y=11.5)(100; 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 0; 10 PLF @ 1.3 to 10 @ 11.0 (y= 5.0]( 0; -59 PLF @ 4.3 to -59 @ 5.5 [y=11.51[100; Brg.# 1 Vert.R= -198.5 # Hor.R= 33.11 Brg.# 2 Vert.R= -232.8 # Hor.R= 0.09 [MWFRS ASCE Perp/R--)[OC 24 00][DF 1 6C](NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 4.2 L [q=11.5]11( 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6][ 01 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[100; 10 PLF @ 4.3 to 10 @ 5.5 (y=14.61[ 0; 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6][ 01 -59 ELF @ 5.5 to -59 @ 11.0 [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08) 10 PLF @ 1.3 to 10 @ 11.0 [1- 5.01[ 08] -59 PLF @ 4.3 to -59 @ 5.5 y=11.5][10081 Brg.# 1 Vert.R= -70.3 # Hor.R= 33.1# Brg.# 2 Vert.R= -113.4 # Hor.R= -0.0# 1MWFRS ASCE Parl++I[OC 24.00](DF 1.60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.51(1008] 10 PLF @ 0.0 to 10 @ 4.2 [ -14.6]( 08) -13 PLF @ 1.3 to -13 @ 11.0 ry=10.01[1008] 10 PLF @ 4.3 to 10 @5.5 (y=14.61( 08) 10 PLF @ 5.5 to 10 @ 11.0 (y=14.61[ 081 -11 PLF @ 5.5 to -11 @ 11.0 [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 08] -11 PLF @ 4.3 to -11 @ 5.5(y=11.5][1008] Brg.# 1 Vert.R= -2.4 # Hor.R= 11.4# Brg.# 2 Vert.R= -18.4 # Hor.R= -0.0# (MWFRS ASCE Parl+-][OC 24.00](DF 1.60][NM 1) Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @4.2 [y=14.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0][1008] 10 PLF @ 4.3 to 10 @ 5.5 [y=14.6)[ 08] 10 PLF @ 5.5 to 10 @ 11.0 [q=14.6][ 08] -11 PLF @ 5.5 to -11 @ 11.0 1y=11.51[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 08] 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.0][ 08] -11 PLF @ 4.3 to -I1 @ 5.5 [y=11.5](1008) Brg.# 1 Vert.R= 125.8 # Hor.R= 11.49 Brg.# 2 Vert.R= 101.0 # Hor.R= 0.0# ------------ [MWFRS ASCE Parl-+][OC 24.00](DF 1.60)[NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L [y=11.5][10081 10 PLF @ 0.0 to 10 @ 4.2 [y=19.61[ 08] -13 PLF @ 1.3 to -13 @ 11.0 [y=10.01[10081 10 PLF @ 4.3 to 10 @ 5.5 1y=14.611 08] 10 PLF @ 5.5 to 10 @ 11.0 [y=14.6]1 08] -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5)(1008) 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 08] 10 PLF @ 1.3 to 10 @ 11.0 (p= 5.0]( 08] -59 PLF @ 4.3 to -59 @ 5.5 1Y=11.5][1008) Brg.# 1 Vert.R= -304.7 # Hor.R= 61.80 Brg.# 2 Vert=R= = 241.6 # Hor.R===-------=-=-- (MWFRS ASCE Parl--)[OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 4.2 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 4.2 [y=14.6)[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(10081 10 PLF @ 4.3 to 10 @ 5.5 [y=14.6)[ 08] 10 PLF @ 5.5 to 10 @ 11.0 [y=14.61[ 08] -59 PLF @ 5.5 to -59 @ 11.0 [y=11.5][10081 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 08) 10 PLF @ 1.3 to 10 @ 11.0 [y= 5.01[ 08] -59 PLF @ 4.3 to -59 @ 5.5[y=11.5][1008) Brg.# 1 Vert.R= -176.5 # Hor.R= 61.84 Brg.# 2 Vert.R= -122.4 # Hor.R= -0.00 [MWFRS ASCE PrpD/L++][OC 24.00][DF 1 60]1NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 (y=10.0][1008) 31 PLF @ 0.0 to 31 @ 4.2 [y=14.61[ 08] -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.5][1008] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61[ 08] 30 PLF @ 5.5 to 30 @ 11.0 [y=14.61( 08) -13 PLF @ 1.3 to -13 @ 11.0 [y=10.0][1008) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 081 -11 PLF @ 5.5 to -11 @ 11.0 (y=11.5][1008] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.0][ 08) -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][10081 Brg.# 1 Vert.R= 254.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 113.5 # Hor.R= 0.0# ---------------------------------- [MWFRS ASCE PrpD/L+-]IOC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 48 PLF @ 0.1 to 48 @ 1.2 [y=10.01[10081 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6][ 08) -11 ELF @ 0.0 to -11 @ 4.2 L [g=11.51[10081 (C6C ASCE Wind Lt -+)[OC 24.001[DF 1.60](NM 11 30 ELF @ 4.3 to 30 @ 7.3 [y=14.6][ 08] 30 ELF @ 4.3 to 30 @ 5.5 [y=14.6][ 08] Repetitive Factors Used: Yes 13 ELF @ 1.2 to 13 @ 11.0 (y=10.01(10081 30 PLF @ 5.5 to 30 @ 11.0 [y=14.61( 08] -158 PLF @ 0.0 to -158 @ 3.0 L [y=11.2111008] 30 PLF @ 7.3 to 30 @ 11.0 (y=14.6)( 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.0](1008] 10 PLF @ 0.0 to 10 @ 3.0 (y=14.611 08) -99 PLF @ 3.0 to -99 @ 4.2 L 1y=11.51[1008] 20 PLF @ 0.0 to 20@ 1.2 [y= 5.0]1 08] -39 PLF @ 0.1 to -39 @ 1.2 [y=10.01'10081 20 PLF @ 0,0 to 20 @ 1.2 (y= 5.0][ 081 -11 PLF @ 5.5 to -11 @ 11.0 (y=11.5][1008] 10 PLF @ 3.0 to 10 @ 4.2 (y=14.61[ 08] 20 PLF @ 1.2 to 20 @ 11.0 (y= 5.011 08] 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08] -125 PLF @ 4.3 to -125 @ 7.3 (y=11.5:f10081 -97 PLF @ 7.3 to -97 @ 11.0 [y=11.5][10081 -11 PLF @ 4.3 to -11 @ 5.5 [y=11.5][1008] 10 PLF @ 4.3 to 10 @ 7.3 [ =14.6)[ 08] _ Brg.# 1 Vert.R= 382.8 # Hor.R= 11.41 -13 PLF @ 1.2 to -13 @ 11.0 y=10.0]:10081 (C6C ASCE Wind Rt--D][OC 24.00][DF 1.60)[NM 1] Brg.# 2 Vert.R= 232.9 # Hor.R= -0.0# 10 PLF @ 7.3 to 10 @ 11.0 [y=14.61[ 08] Repetitive Factors Used: Yes -------------- --------- = ---------- -99 PLF @ 3.0 to -99 @ 4.2 L [yy=11.5][10081 -99 PLF @ 0.0 to -99 @ 1.2 L (q=10.8)11008] [MWFRS ASCE PrpD/L--](OC 24.00][DF 1.60](NM 11 10 PLF @ 0.0 to 10 @ 1.2 fy= nj[ 08] 31 PLF @ 0.0 to 31 @ 1.3 [y=14.6][ 081 Repetitive Factors -48 PLF @ 0.1 to Used: Yes -48 @ 1.2 (y=10.0](1008] 10 PLF @ -97 PLF @ 1.2 to 7.3 to 10 @ 11.0 [I= 5.01[ 08] -97 @ 11.0 y=11.51:10081 -13 PLF @ 0.1 to -13 @ 31 PLF @ 1.3 to 31 @ 1.2 [y=10.0111008] 4.2 [y=14.61[ 08] 31 PLF @ 0.0 to 31 @ 4.2 [9=14.6][ 081 = _-= _ _-__ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ -97 PLF @ 4.3 to -97 @ 3.0 [y=11.5][1008] -48 PLF @ 0.0 to -48 @ 4.2 L [y=11.5][1008] (C6C ASCE Wind Rt -+)[OC 24.00][DF 1.601[NM 11 30 PLF @ 4.3 to 30 @ 8.0 [y=14.6]1 081 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6][ 08] Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 11.0 [y=10.01[10081 30 PLF @ 5.5 to 30 @ 11.0 [y=14.6][ 08] -99 PLF @ 0.0 to -99 @ 1.2 L 1 =10.8][1008) 30 PLF @ 8.0 to 30 @ 11.0 [y=14.61[ 08] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 1.3 ly=14.6]( 081 -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.51[1008) 20 PLF @ 0.0 to -59 ELF @ 5.5 to 20 @ 1.2 [ = 5.01[ 08] 59 @ 11.0y=11.5](100$] 13 ELF @ 10 PLF @ 0.1 to 1.3 to 13 @ 1.2 (y=10.0][1008] 10 @ 4.2 fy=14.611 08] 20 PLF @ 0.0 to 20 @ 20 PLF @ 1.2 to 20 @ 1.2 [y= 5.01( 08) 11.0 (y= 5.011 08] 20 PLF @ 1.3 to 20 @ 11.0 (y= 5.01[ 08) -97 PLF @ 4.3 to -97 @ 8.0 [y=11.5][1008] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5](1008] -59 PLF @ 4.3 to -59 @ 5.5[y=11.5][1008] 10 PLF @ 4.3 to 10 @ 8.0 [ =14.6][ 08] -_ Brg.# 1 Vert.R= -1.7 # Hor.R= 50.6# -13 PLF @ 1.2 to -13 @ 11.0 y=10.C)[100%] [MWFRS.UPLIFT.LOADI[OC 24.00][DF 1.601 [NM 1] Brg.# 2 Vert.R= 24.0 # Hor.R= -0.0# 10 PLF @ 8.0 to 10 @ 11.0[y=14.611 081 Repetitive Factors Used: No 158 PLF @ 1.2 to -158 @ 4.2 L (y=11.5][1008] 10 PLF @ 0.0 to 10 @ 11.0 [y=14.6)[ 081 [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.601[rM 11 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.C)f 08] 10 PLF @ 0.0 to 10 @ 11.0 ly= 5.01[ 08) Repetitive Factors -31 PLF @ 0.0 to Used: Yes -31 @ 4.2 L [y=11.5][1008] 10 PLF @ -125 PLF @ 1.2 to 8.0 to 10 @ 11.0 ly= 5.C)( 08] -125 @ 11.0 [y=11.51[1008] -71 PLF @ 0.0 to -71 @ -55.59 Lbs. @ 10.3, 14.6 11.0 [y=14.61110081 Angle=270 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6)[ 08] _____________________ _ _ _ _ _ _ _ _ _ _ _ _ _ -21.60 Lbs. @ 10.3, 5.0 Angle -270 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[1008] (C6C ASCE Wind Lt --][OC 24.00)[DF 1.60](NM 1) Brg.# 1 Vert.R= -336.2 # Hor.R= -O.0# 30 PLF @ 4.3 to 30 @ 5.5 [y=14.6][ 081 Repetitive Factors Used: Yes Brg.# 2 Vert.R= -307.0 # Hor.R= 0.01 30 PLF @ 5.5 to -11 PLF @ 5.5 to 30 @11.0 1 --14.61[ 08] -11 @ 11.0 [y=11.5][1008) -158 PLF @ 0.0 to 10 PLF @ 0.0 to -158 @ 3.0 L [y=11.2][1008] 10 @ 3.0 (y=19.61[ 08] _ _ _ _ _ _ _ _________________ 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 08] -65 PLF @ 0.1 to -65 @ 1.2 [y=10.01(10081 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.01[ 08) 10 PLF @ 3.0 to 10 @ 4.2 [y=14.6][ 08] -11 PLF @ 4.3 to -11 @ 5.5 [y=11.51[10081 -125 PLF @ 4.3 to -125 @ 7.3 [y=11.51(1008) Brg.# 1 Vert.R= 240.9 # Hor.R= 33.14 10 PLF @ 4.3 to 10 @ 7.3 [y=14.6][ 081 • • Brg.# 2 Vert.R= 231.7 # Hor.R= 0.04 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0111008] • • • • - - - - - - - 10 PLF @ 7.3 to 10 @ 11.0 (ryA .61[ 081 • • • • • • • • • fMWFRS ASCE PrpD/R--I(OC 24 00)[DF 1 60]INM 1) -99 PLF @ 3.0 to -99 @ 4.2 L (y=11.31[1008) • • • • • • Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.2 fy= 5.01[ 08] • • • • • • -31 PLF @ 0.0 to -31 @ 4.2 L f9=11.5](1008) 10 PLF @ 1.2 to 10 @ 11.0 (= 5.01[ 08) ' ' • • • • • • 31 PLF @ 0.0 to 31 @ 4.2 [y=14.61[ 08] -97 PLF @ 7.3 to -97 @ 11.0 y=11.5]11008] 000000 • 13 PLF@ 1.3 to 13@11.0ly=10.01[1008] _________________________ •••••• 30 PLF @ 4.3 to 30 @ 5.5 (y=14.6)[ 08] [C6C ASCE Wind Rt --][OC 24.00][DF 1.60)[NM 11 • • • • • 30 PLF @ 5.5 to 30 @ 11.0 (y=14.61[ 08] Repetitive Factors Used: Yes '00900 • • • • ' • • -59 PLF @ 5.5 to 20 PLF @ 0.0 to -59 @ 11.0 [y=11.5)[10081 20 @ 1.2 [y= 5.0]( 08] -99 PLF @ 10 PLF @ 0.0 to 0.0 to -99 @ 1.2 L [=10.91[1008] 10 @ 1.3 [y=14.6]( 081 •••••• ' ' • • • • • • • • • • • • • � 20 PLF @ 1.3 to 20 @ 11.0 [y= 5.011 08] -13 PLF @ 0.1 to -13 @ 1.2 [y=10.0)[1008] • ' • • • -59 PLF @ 4.3 to -59 @ 5.5(y=11.51[1008) 10 PLF @ 1.3 to 10 @ 4.2 [p=14.6]( 081 ' • • • • • Brg.# 1 Vert.R= 124.9 # Hor.R= 33.1# -97 PLF @ 4.3 to -97 @ 8.0 1Y=11.5][10081 • • • • • Brg.# 2 Vert.R= 24.0 # Hor.R= -0.0# 10 PLF @ 4.3 to 10 @ 8.0 (y=14.6][ 08) ; • • 13 PLF @ 1.2 to 13 @ 11.0 (y=10.0)110081 • • • • • • • [MWFRS ASCE PrlD+-](OC 24.00](DF 1 60)(NM 1) 10 PLF @ 8.0 to 10 @ 11.0 1y=14.61[ 081 • • • Reppetitive Factors Used: Yes -158 PLF @ 1.2 to -158 @ 4.2 L [y=11.5))110081 • • • • ' ' : • • • • -11 PLF @ 0.0 to -11 @ 4.2 L [y=11.51[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08) • • • • 31 PLF @ 0.0 to 31 @ 4.2 [y=14.6]( 08] 10 PLF @ 1.2 to 10 @ 11.0 [y= 5.0][ 08] • • 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01(10081 -125 PLF @ 8.0 to -125 @ 11.0 [y=11.5](1008] 30 PLF@ 4.3 to 30@ 5.5[y=14.6][ 08] 30 PLF @ 5.5 to -11 PLF @ 5.5 to 30 @ 11.0 (q=14.6][ 08) -11 @ 11.0 ty=11.5](1008] [C6C ASCE Wind Rt-+D](OC Repetitive Factors 24.00][DF 1.60][NM 11 Used: Yes 20 PLF @ 0.0 to 20 PLF @ 1.3 to 20 @ 1.2 [y= 5.0][ 08] 20 @ 11.0 (y= 5.011 08] -99 PLF @ 31 PLF @ 0.0 to 0.0 to -99 @ 1.2 L [NO.8111008] 31 @ 1.3 [y=14.61[ 081 -11 PLF @ 4.3 to -11 @ 5.5 fy=11.5][1008] 13 PLF @ 0.1 to 13 @ 1.2 [y=10.0111008] Brg.# 1 Vert.R= Brg.# 2 Vert.R= 321.0 # Hor.R= 11.4# 238.4 # Hor.R= -0.0# 31 PLF @ -97 PLF @ 1.3 to 4.3 to 31 @ 4.2 [y=14.611 081 -97 @ 8.0 (y=11.5][1008] (MWFRS ASCE PrDl--][OC 29 00)[DF 1.60)(NM 11 30 PLF @ -13 PLF @ 4.3 to 1.2 to 30 @ 8.0 [ =14.611 081 -13 @ 11.0 �y=10.01[10081 Repetitive Factors Used: Yes 30 PLF @ 8.0 to 30 @ 11.0 [y=14.61[ 08] -59 PLF @ 0.0 to -59 @ 4.2 L [y=11.5][1008] -158 PLF @ 1.2 to -158 @ 4.2 L [y-11.51[100%) 31 ELF @ 0.0 to 31 @ 4.2 [y=14.6)[ 08] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 8] 13 PLF @ 1.3 to 13 @ 11.0 [y=10.01[10081 20 PLF @ 1.2 to 20 @ 11.0[y= 5.01[ 08] 30 PLF @ 4.3 to 30 @ 5.5 [y=14.61[ 08] -125 PLF @ 8.0 to -125 @ 11.0 [y=11.51[10081 30 PLF@ 5.5 to 30@11.0[y=14.61[ 081 -59 PLF @ 5.5 to -59 @ 11.0 fy=11.5)[10081 [C6C ASCE Wind Lt--D][OC 24.00][DF 1.60)[NM 1) 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.0][ 08] Repetitive Factors Used: Yes 20 PLF @ 1.3 to -59 PLF @ 4.3 to 20 @ 11.0 [y= 5.0)[ 08] -59 @ 5.5 `y=11.5][1008] -158 PLF 31 PLF @ @ 0.0 to 0.0 to -158 @ 3.0 L (y=11.2)[1008] 31 @ 3.0 fy=14.6)[ 08] Brg.# 1 Vert.R= 18.7 # Hor.R= 61.8# -65 PLF @ 0.1 to -65 @ 1.2 1y=10.01[1008] Brg.# 2 Vert.R= 15.1 # Hor.R= -0.01 31 PLF @ 3.0 to 31 @ 4.2[y=14.61[ 08] -------- _ ____ _____ ___ _ _ _ _ _ _ _ _ _ _ -125 PLF @ 4.3 to -125 @ 7.3 [y=11.5][10081 JOD:(lb3Lb) / ttl Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3138 :Lt Wedge 2x4 SP_#3_13B::Rt Wedge 2x4 SP—#3-13B: Lumber grades designated with "13B" use design values aoproved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. ; =2X4(A1) fn 5'3" =4X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. 5'3" R=593# U=251# RL=27/-27# W=8" (Rigid Surface) R=593# U=251# W=8" • • (Rigid Surface) • • • • • • 0000•• • 0000•• 0000•• • 0000•• • • 0000•• • 0000•• 0000• 0000• 0000•• • • • • • • • • • • 0 0000•• • SEQ = 369002 PLT. TYP.-WAVE DESIGN CRIT=FBC2010P.ESRPI-2W7FT/RT=20%(0%y1(0) QTY= 3 TOTAL= 3 REV. 10.03.12.0410.00 SCALE =0.7500 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.O "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL psf REF P Refer b an — Ifi s reRhire amens on ( fakkV Co. ha ant S fdy Inf . nalain8 an al falaly Io1ow the Idea eamn d SCSI p CmiponM Safaly k/umrm, by TPI and WW TC DL 15.0 psf DATE 10-is-zols se I B S u� noted d"par. ala ,n,; r � shall haw afaw.rnaft dwdr9dodag. Locelbrssto to,p—d later)na4aMdwtla BC DL 10.0psf DRWG 7+� FIaQRII7A QUALITY TRUSS sMaw hebraei g installed pe' BCSI sections 83.87 «810, n applicable. Apply plates to each face of busssrd poaiion as al—, aEove and on Me Joint Details. unless noted oft— Rcer m &.wigs 1 BOA -2 far atarm.d plate poaaiona. ITw BO&V camponeda Gaup Inc. shall not be responsible lot any deviation from tlo drawing, any W_ 1. build She Irusa in h nfamnnce, Wh ANSIyrPI 1, or fo, handing, dripping, installation lnaec &Is"d„ A..I an Ina dnvdng err xwr paps k&q Mh a aAnp. Irdatea.—pnna of prdea.lonal BC LL 0.0 psf TOT.LD. 55.Opsf O/A LEN. 100600 TET.,: (9.54) 975-3384 rAX: (954)978-8980 •ngid••tra.pp.Urty.l yt«M•a..Ignat TMinibbilr/.Mu.-fMd—Ing; DUR.FAC. 1.25 JOB #: 15325 361i PARK CQJTAAL BLVD. tv any abuctuls le Ma lwn pp@iy dtM BtAft Dadpnar MUM UM I S-2. SPACING 24.Orh COMN TYPE PO:vIPANOBEACiI,z~'r..33osn -"n101a n—tN.)W.ger`"""�page and these N sites ITwSCG:www.*.tg.—;TPI:vnw.lpvnl.orp;WTCA: vevw.abvduslry nnrn; ICC: www.iwaf g [ALPINE][FBC201ORes/TPI-2007](B1)[15325/I1 [TCLL 30.0]ITCDL 15.01[BCDL 10.01IBCLL 0.0)[DF 1.25)[OC 24.0)[NM 1)[SOFFIT 2.01 =====Bearings=== [X-Loc](React][Size] ===== [ 1.251[ 5931( 27h][0.671 ( 8.58][ 593][0.611 EndPts MaxTen MaxCemp AXL BND CSI GLC S Grade Length Pitch 0- 3 417 -421 0.00 0.53 0.53 30 4 SP #2 N 13B 65.11 3.13 5- 8 417 -421 0.00 0.53 0.53 29 4 SP -02 -N -13B 65.11 -3.13 1- 2 332 -284 0.08 0.83 0.92 6 4 SP #2 N 13B 19.04 -0.74 2- 6 348 -305 0.09 0.87 0.95 6 4 SP -12 -N -13B 44.00 0.00 6- 7 348 -305 0.09 0.87 0.95 3 4 SP #2 N 13B 44.00 -0.00 7- 9 332 -284 0.08 0.83 0.92 3 4 SP12-1-13B 19.04 0.74 0- 1 459 -334 _-= Plate Member =-= PLATE MEMBER 0.50 -Vert- 8- 9 459 -334 _ = Plate Member = _ PLATE MEMBER 0.50 -Vert- 3- 4 420 -304 - -=Fictious Member=- SP #2 N 13B 0.00 -Vert- 4- 5 420 -304 - -=Fictious Member=- SP #2 N 13B 0.00 -Vert- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 4- 6 538 -312 0.16 29 4 SP -43-13B 14.56 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) deflY(T) dxL 0 0.00 10.28 ---- ----- ---- ----- ---- 1 0.00 13.24 2X4(A1) 0.80 0.39 0.07 L/263 0.18 L/105 0.00 2 1.58 10.15 0.00 L/999 0.00 L/999 0.00 3 5.25 11.66 4X5 0.80 0.93 N 0.10 L/919 0.22 L/404 0.01 4 5.25 11.66 ---- ----- ---- ----- ---- 5 5.25 11.66 ---- ----- ---- ----- ---- 6 5.25 10.15 1.5X4 0.80 0.43 N 0.10 L/923 0.22 L/406 0.00 7 8.92 1C.15 O.00 L/999 0.00 L/999 0.00 8 10.50 1C.28 ---- ----- ---- ----- ---- 9 10.50 10.24 2X4(A1) 0.80 0.39 0.07 L/263 0.18 L/105 0.01 [STD.AUTO.LOAD]IOC 24.00][DF 1.251[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 1y=14.8][ 081 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 08] Brace 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.011 08] Plywd 60 PLF @ 0.0 to 60 @ 5.3 (y=14.8)[1008] Plywd 60 PLF @ 5.3 to 60 @ 10.5 (y=14.8111008] Diaph Brg.# 1 Vert.R= 582.3 # Hor.R= 0.0# Diaph Brg.# 2 Vert.R= 582.3 # Hor.R= -0.0# Diaph _ _ _ ___ _ ___ _ _ _ _ ___-_-_-_-_-_ Diaph [FBC pass #21[OC 24.00][DF 1.25](NM 11 ----- Repetitive Factors Used: Yes ----- 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 08] ----- 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 081 ----- 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0][ 08] 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.0][1008] Brg.# 1 Vert.R= 372.3 # Hor.R= 0.0# Brg.# 2 Vert.R= 372.3 # Hor.R= -0.00 dxT [Partial Unbal. Lt][OC 29 00](DF 1.25)[NM 11 ---- Repetitive Factors Used: Yes 0.00 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81( 08] 0.00 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8]1 08] 0.02 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.01( OS] ---- 60 PLF @ 1.6 to 60 @ 5.3 (y=14.8](10081 ---- 60 PLF @ 5.3 to 60 @ 10.5 [y=14.8][10081 0.00 Brg.# 1 Vert.R= 477.1 # Hor.R= 0.00 0.01 Brg.# 2 Vert.R= 592.6 # Hor.R= -0.00 0.02 [Partial Unbal. Rt][OC 24.00][DF 1 25]INM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 (y=14.811 08] 31 PLF @ 5.3 to 31 @ 10.5 (y=14.811 OB] 20 PLF @ 0.0 to 20 @ 10.5 (y= 5.011 08] 60 PLF @ 0.0 to 60 @ 1.6 1y=14.8)110081 Brg.# 1 Vert.R= 372.6 # Hor.R= 0.0# Brg.# 2 Vert.R= 257.1 # Hor.R= -0.01 [Partial Unbal. Ltl][OC 29 00](DF 1 25][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 08] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 08] 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.01[ 081 60 PLF @ 8.9 to 60 @ 10.5 [y=14.81[10081 Brg.# 1 Vert.R= 257.1 # Hor.R= 0.0# Brg.# 2 Vert.R= - 372.6 # Hor.R=- - _0_00 - [Partial Unbal. Rtl1[OC 24.00)[DF 1.25](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8]( 08] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 06] 20 PLF @ 0.0 to 20 @ 10.5 [y= 5.01[ 091 60 PLF @ 0.0 to 60 @ 5.3 [y=14.8][1008] 60 PLF @ 5.3 to 60 @ 8.9 [y=14.81[10081 Brg.# 1 Vert.R= 592.6 # Hor.R= 0.00 Brg.# 2 Vert.R= 477.1 # Hor.R= -0.0# (MWFRS ASCE Perp/L++](OC 24.00](DF 1.60)[NM 1) Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][1008] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8][ 08] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8)[ 08) -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8](1008) 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.01[ 0%) 48 PLF @ 0.0 to 48 @ 1.2 (y=10.0]110081 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.01( 08) -31 PLF @ 5.3 to 31 @ 10.5 R [y=10.51110081 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01( 08) Brg.# 1 Vert.R= 48.7 # Hor.R= -26.9# Brg.# 2 Vert.R= -97.1 # Hor.R= 0.00 [MWFRS ASCE Perp/L+-)[OC 24.00)[DF 1 60](NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[10081 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8)1 08] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 08] -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8]11008] 10 PLF @ 0.0 to 10 @ 1.2 ly= 5.0][ O; 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[1001 10 PLF @ 1.3 to 10 @ 9.2 (y= 5.011 01 -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5)[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0)[ 01 Brg.# 1 Vert.R= 150.2 # Hor.R= -26.90 Brg.# 2 Vert.R= 4.4 # Hor.R= -0.00 [MWFRS ASCE Perp/L-+][OC 24.00][DF 1.60][NM Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 5.3 [y=14.31[ 01 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0; -48 PLF @ 0.0 to -48 @ 5.3 L [y=11.8][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.011 01 -48 PLF @ 0.0 to -48 @ 1.2 [y=10.3;1100; 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0]( N -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5](1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0)I Oi Brg.4 1 Vert.R= -247.7 # Hor.R= 21.89 Brg.# 2 Vert.R= -115.3 # Hor.R= 0.0# [MWFRS ASCE Perp/L--][OC 24.00)(DF 1 60)(NM Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 1y=10.0][1001 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81[ Oi 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ O; -48 PLF @ 0.0 to -48 @ 5.3 L [y=11.8)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0�. -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0)11001 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0)[ Oi -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.51[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01[ 01 Brg.# 1 Vert.R= -146.1 # Hor.R= 21.8# Brg.# 2 vert.R= -13.7 # Hor.R= 0.0# [MWFRS ASCE Perp/R++)[OC 29 00](DF 1.60)[NM Reppetitive Factors Used: Yes -31 PLF 0.0 to -31 @ 5.3 L ly=11.8][1( • • 10 PLF t'b'tE' 10 @ 514.81 [ 01 • • •10 PLF @ 5.3 to 10 @ 151ryl..1][ 01 ' • 048 PLF LID9.3 to 48 @ 10.5 Iy1b.0][IO01 ••••••10 PLF f &0"tb10 @ 1.2jy=It.0][ 01 •••x•`10 PLF 1.3 to 10 @ �tTj,*-Sro1[ 01 • • • 11 PLF @ :.3•to 11 @ 1G5 R [y=W.5] [1( 10 PLF 9.3 to 10 @ lk. 4yw 4be0l[ N • 13 PLF 1.3 Lo. -13 @ ?.2 [y=IM1 [1001 • • • • Brg.# 1 V•rt.Ri o- ' 7.l # Hjr�Pj • 26.9# • • . • Brg.# 2 Vert.R= 4B.7 # Hor.Ri 00.00 �__-=-=-=bis•-=-=-_-_- • • • • [MWFRS ASCE•Rerp/R:-][OC 29 4� W1.60][NM .. • • • repetitive Factors Used: Yes • . . 31 PLF @ 0.01 to -31 @ 5.3 L•[ =11.8111( • • 10 PLF f 0.0 �o 10 @ 3 v4.8] [ 01 10 PLF4 ik&&rc. 10 @ 11.3 1=14:B][ Oi .'. 48 PLF? 9.3 to 48 @ 14.5. (y=1080] [1001 •. . 10 PLF @.O.Q o. 10 @ 41!-10.0] [ 01 10 PLF.@ 1.JJ v 10 @ t.2 [y= ?0][ 01 -11 PLF @• 6.3 t(• 11 @ 10.5 R [y=10.5)(1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.01[ 01 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[1001 Brg.# 1 Vert.R= 4.5 # Hor.R= 26.99 Brg.# 2 Vert.R= 150.2 # Hor.R=- - _0_0# - IMWFRS ASCE Perp/R-+]IOC 24.00][DF 1.60)[NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L (y=11.8][1( 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8)[ 01 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 01 -48 PLF @ 9.3 to -48 @ 10.5 [y=10.0][1001 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0;( Oi 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.J,( 01 -48 PLF @ 5.3 to -48 @ 10.5 R Iy=10.5)[1( 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ Oi -13 PLF @ 1.3 to -13 @ 9.2 (y=10.01[1001 Brg.# 1 Vert.R= -115.3 # Hor.R= -21.80 Brg.# 2 Vert.R= -247.7 # Hor.R= 0.09 [MWFRS ASCE Perp/R--][OC 24.00][DF 1.60](NM Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8)(1( 10 PLF @ 0.0 to 10 @ 5.3 (y=14.8][ O; 10 PLF @ 5.3 to 10 @ 10.5 [p=14.8][ 0%] -48 PLF @ 9.3 to -48 @ 10.5 [y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0)[ 0%) 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.01[ 0%] -48 PLF @ 5.3 to -48 @ 10.5 R [yy=10.5](100%] 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0][ 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%) Brg.# 1 Vert.R= -13.7 # Hor.R= -21.8# Brg.# 2 Vert.R= -146.1 # Hor.R= 0.0# [MWFRS ASCE Parl++][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L l l .8][100%] 10 PLF @ 0.0 to 10 @ 5.3 [y=19.8][ 0%] 10 PLF @ 5.3 to10 @ 10.5 [y=14.8][ 0% -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 0%] 10 PLF @ 1.3 to 10 @ 9.2 [ = 5.0]( 0%] -13 PLF @ 1.3 to -13 @ 9.2 y=10.01[100%1 10 PLF @ 9.3 to 10@ 10.5 [yY= 5.011 0%] Brg.# 1 Vert.R= -0.5 # Hor.R= -0.04 Brg.# 2 Vert.R= -0.5 # Hor.R= 0.0# (MWFRS ASCE Parl+-][OC 24.00](DF 1.60](NM 11 Tetitive Factors Used: Yes PLF @ 0.0 to -11 @ 5.3 L (y=11.8][100%] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.81( 0%] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.8]( 0%] -11 PLF @ 5.3 to -11 @ 10.5 R (y=10.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%] 10 PLF @ 1.3 t0 10 @ 9.2 [y= 5.0]( 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0]1100%] 10 PLF @ 9.3 to 10 @ 10.5 [yj�= 5.0][ 0%] Brg.# 1 Vert.R= 131.1 # Hor.R= 0.0# Brg.# 2 Vert.R= 101.1 # Hor.R= -0.0# [MWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L (y=11.8][100%] 10 PLF @ 0.0 to 10 @ 5.3 [y=14.8]( 0%] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0%] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5)[100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( 0%] 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.0]1 0%] -13 PLF @ 1.3 to -13 @ 9.2 [y=10.0][100%] 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.011 0%] Brg.# 1 Vert.R= -250.6 # Hor.R= -0.0# Brg.# 2 Vert.R= -250.6 # Hor.R= 0.0# [MWFRS ASCE Part --](OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L [y=11.8][100%] 10 PLF @ 0.0 to 10 @5.3 (y=14.81[ 0%] 10 PLF @ 5.3 to 10 @ 10.5 [y=14.81[ 0%] -59 PLF @ 5.3 to -59 @ 10.5 R [y=10.5][100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] 10 PLF @ 1.3 to 10 @ 9.2 [y= 5.01[ 0%] 13 PLF @ 1.3 to 13@ 9.2 [y=10.01(100%1 10 PLF @ 9.3 to 10 @ 10.5 [y= 5.0)[ 0%1 Brq.# 1 Vert.R= -149.0 # Hor.R= -0.00 Brg.# 2 Vert.R= -149.0 # Hor.R= 0.00 [MWFRS ASCE PrpD/L++](OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -13 PLF @ 1.3 to -13 @ 9.2 [y=10.01[100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 0%) 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8]1 0%) -11 PLF @ 0.0 to -11 @ 5.3 L [9=11.8][100%] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][100%] 20 PLF @ 1.3 to 20@ 9.2 lyy= 5.01[ 0%] -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5][100%] 20 PLF @ 9.3 to 20 @ 10.5 [pp= 5.0][ 0%) Brg.# 1 Vert.R= 209.4 # Hor.'V 26.9# Brg.# 2 Vert.R= 63.6 # Hor,R= -0.04 [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0)[100%] 31 RLF @ 0.0 to 31 @ 5.3 [y=14.81( 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y9=14.8]( 0%1 -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.01[100%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 0%] 5 -31 PLF @ .3 to -31 @ 10.5 R [y=10.51[100%1 20 PLF @ 9.3 to 20 @ 10.5 (p= 5.0)[ 0%] Brg.# 1 Vert.R= 311.0 # Hor.R= -26.99 Brq,# 2 Vert.R= 165.2 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81[ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [yy=14.8][ 0%] -48 PLF @ 0.0 to -48 @ 5.3 L (y=11.8][100%] 20 PLF @ 0. 10 to 20 @ 1.2 [p= 5.0][ 0%] 0 -48 PLF @ .0 to -48 @ .2 (y=10.0](100%1 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 0%] -31 PLF @ 5.3 to -31 @ 10.5 R [y=10.5](100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01[ 0%] Brg.# 1 Vert.R= 14.6 # Hor.R= 21.8# Brg.# 2 Vert.R= 147.0 # Hor.R= -0.00 [MWFRS ASCE PrpD/R++][OC 24.00][DF 1.60)(NM 1) Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L (9=11.8][100%1 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.8][ 0%] 48 PLF @ 9.3 to 48 @ 10.5 [y=10.0)[100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 9.2 [p= 5.01[ 0%] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01[ 0%] -13 PLF @ 1.3 to -13 @ 9.2[y=10.0][100%] Brg.# 1 Vert.R= 63.6 # Hor.R= 26.9# Brg.# 2 Vert.R= 209.4 # Hor.R= -0.00 [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.81(100%1 31 PLF @ 0.0 to 31 @ 5.3 (y=14.8)[ 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 0%] 48 PLF @ 9.3 to 48 @ 10.5 [y=10.91[100%1 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.31[ 0%] 20 PLF @ 1.3 to 20 @ 9.2 1y= 5.31[ 0%1 -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.5][100%) 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0][ 0%) 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01(100%1 Brg.# 1 Vert.R= 165.2 # Hor.R= 26.9# Brg.# 2 Vert.R= 311.0 # Hor.R= -0.09 - (MWFRS ASCE PrpD/R--][OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes -31 PLF @ 0.0 to -31 @ 5.3 L [y=11.8](100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8)[ 0%] 31 PLF @ 5.3 to 31 @ 10.5 (y=14.8)[ 0%] -48 PLF @ 9.3 to -48 @ 10.5 [y=10.0][100%) 20 PLF @ 0.0 to 20 @ 1.2 ly= 5.01[ 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0]( 0%) -48 PLF @ 5.3 to -48 @ 10.5 R [y=10.5)[100%] 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0][ 0%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.0][100%] Brg.# 1 Vert.R= 147.0 # Hor.R= -21.8# Brg.# 2 Vert.R= 14.6 # Hor.R= -0.00 [MWFRS ASCE Pr1D+-][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -11 PLF @ 0.0 to -11 @ 5.3 L [y=11.8)[100%] 31 PLF @ 0.0 to 31 @ 5.3 [y=14.8][ 0%) 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81[ 0%] -11 PLF @ 5.3 to -11 @ 10.5 R [y=10.511100%1 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0][ 0%1 13 PLF @ 1.3 to 13@ 9.2 [y=10.0](100%) 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.0][ 0%) Brg.# 1 Vert.R= 261.8 # Hor.R= 0.0# Brg.# 2 Vert.R= 261.8 # Hor.R= -0.04 (MWFRS ASCE PrDl--][OC 24.00)[DF 1.60](NM 11 Repetitive Factors Used: Yes -59 PLF @ 0.0 to -59 @ 5.3 L [y=11.8][100%) 31 PLF @ 0.0 to 31 @ 5.3 [y=14.81( 0%] 31 PLF @ 5.3 to 31 @ 10.5 [y=14.81( 0%1 -59 PLF @ 5.3 to -59 @ 10.5R 710.5)[100%1 -13 PLF @ 1.2 to -13 @ 9.2 [y=10.0][100%) 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 0%] 31 PLF @ 5.3 to 31 @ 8.3 1y=14.8][ 0%] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.01[ 0%] -100 PLF @ 3.0 to -100 @ 5.3 L'y-11.8][100%] 13 PLF @ 1.3 to 13 @ 9.2 [y=10.01[100%] 31 PLF @ 8.3 to 31 @ 10.5 [y=14.81( 0%1 20 PLF @ 9.3 to 20 @ 10.5 [y= 5.01[ 0%] 13 PLF @ 9.2 to 13 @ 10.5 [y=10.01[100%1 Brg.# 1 Vert.R= 11.7 # Hor.R= -0.0# 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 0%] Brg,# 2 Vert.R= 11.7 # Hor.R= 0.0# -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5][100%) 20 PLF @ 1.2 to 20 @ 9 2 [y= 5.01[ 0%] (C&C ASCE Wind Lt -+)[OC 24.00][DF 1.60][NM 1] 20 PLF @ 9.2 to 20 @ 10.5 [y= 5.0][ 0%] Repetitive Factors Used: Yes -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.2][100%) -41 PLF @ 0.0 to -41 @ 1.2 [y=10.0][100%] =-=-=-=-=-=-=-=-=-- 10 PLF @ 0.0 to 10 @ 3.0 [y=14.8]( 0%] [C&C ASCE Wind Rt-+D][OC 24.00][DF 1.60][NM 11 -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.0][100%1 Repetitive Factors Used: Yes 10 PLF @ 3.0 to 10 @ 5.2 (y=14.8]( 0%] 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0)[100%] -13 PLF @ 1.2 to -13 @ 9.2 [y=10.0)[100%] 31 PLF @ 0.0 to 31 @ 2.3 [y=14.81( 0%] 10 PLF @ 5.3 to 10 @ B.3 (y=14.81[ 0%] -100 PLF @ 5.3 to -100 @ 7.5 R (y=11.2)(100%] -100 PLF @ 3.0 to -100 @ 5.3 L [y=11,8](100%) 31 PLF @ 2.3 to 31 @ 5,2 [y=14.8]( 0%] 10 PLF @ 8.3 to 10 @ 10.5 (y=14.8][ 0%] -13 PLF @ 1.2 to -13 @ 9.2 [y=10.0][100%] 13 PLF @ 9.2 to 13 @ 10.5 (y=10.0][-00%] 31 PLF @ 5.3 to 31 @ 7.5 (y=14.8][ 0%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ 0%] -159 PLF @ 2.3 to -159 @ 5.3 L (y=11.8][100%] -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5][100%] 31 PLF @ 7.5 to 31 @ 10.5 [y=14.81( 0%1 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.0)[ 0%] -41 PLF @ 9.2 to -41 @ 10.5 [y=10.0][100%] 10 PLF @ 9.2to 10 @ 10.5 [y= 5.0][ 0%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.011 0%] -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.2][100%] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5][100%] 20 PLF @ 1.2 to 20 @ 9.2 (y= 5.0][ 0%1 [C&C ASCE Wind Rt -+][OC 24.00][DF 1.60 (NM 11 20 PLF @ 9.2 to 20 @ 10.5 (y= 5.0)[ 0%] Repetitive Factors Used: Yes -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.0)[100%) 13 PLF @ 0.0 to 13 @ 1.2 (y=10.01[=00%1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _________________ 10 PLF @ 0.0 to 10 @ 2.3 (y=14.8][ 0%] (C&C ASCE Wind Lt--D][OC 24.00)[DF 1.60][NM 1] -100 PLF @ 5.3 to -100 @ 7.5 R [y=11.2](100%) Repetitive Factors Used: Yes 10 PLF @ 2.3 to 10 @ 5.2 [y=14.81[ 0%] -66 PLF @ 0.0 to -66 @ 1.2 [y=10.01[100%1 -13 PLF @ 1.2 to -13 @ 9.2 [y=10.0].100%1 31 PLF @ 0.0 to 31 @ 3.0 [y=14.B]( 0%] 10 PLF @ 5.3 to 10 @ 7.5[y=14.8)[ 0%] -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.01[100%] -159 PLF @ 2.3 to -159 @ 5.3 L [y=11.8][100%] 31 PLF @ 3.0 to 31 @ 5.2 [y=14.8][ 0%] 10 PLF @ 7.5 to 10 @ 10.5 [y=14.8)[ 0%] 13 PLF @ 1.2 to 13 @ 9.2 [y=10.0]1100%1 -41 PLF @ 9.2 to -41 @ 10.5 (y=10.01:100%] 31 PLF @ 5.3 to 31 @ 8.3 [y=14.81[ 0%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 0%) -100 PLF @ 3.0 to -100 @ 5.3 L [y=11.81(100%) -159 PLF 10 PLF @ @ 7.5 to 1.2 to -159 10 @ @ 10.5 R [y=10.5][100%] 9.2 [y= 5.0][ 0%] 31 PLF @ 8.3 to -13 PLF @ 9.2 to 31 @ -13 @ 10.5 (=14.8][ 0%) -0j 13.�� 10•0j [100%] 10 PLF @ -100 PLF 9.2 to @ 0.0 to 10 @ -100 10.5 ly= 5.01[ 0%] @ 2.3 L 20 PLF @ X1.0 to • -100 PLF @1 8.20to 20 @ •IOC 1.2i y= 3b; 0%] • • � � • 10.5 •j [y=11.0][100%) _________________________ 20 PLF @ 1'2'to 20 @ @ R [y=10.5](100 • 9. f�yY= 5.,@H[ 0%) • • (C&C ASCE Wind Lt --][OC Repetitive Factors Used: 24.00)[DF 1.60][NM 1] Yes 20 PLF @ "2•t• • -159 PLF @ 0.O•to e20 @ -159 10. Cyd n 0%] @ 3.0'L [y=11.21[1009 ' ' ' ' -66 PLF @ 0.0 to -66 @ 1.2 [y=10.01(100%1 = = _ _ _'"-';• _ _-_-_-_ _ �_ _ _ _ _ =F • 10 PLF @ 0.0 to 10 @ 3.0 [y=14.81[ 0%] [C&C ASCE [OC 24 0�1[DF0 .60][NM 1:0-0-: 10 PLF @ 3.0 to 10 @ 5.2 [y=14.8][ 0%1 -13 PLF @ E.ltto -13 @ 1*2 (y,916.3](100%] . • • • • 13 PLF @ 1.2 to 13 @ 9.2 [y=10.01[100%] 31 PLF @ q• •_31 @ 2.3 jjy=14.8 [ 0%1 • • 10 PLF @ 5.3 to 10 @ 8.3 (y=14.8][ 0%] -100 PLF L4 100 @ 2.5 R;[9 1.2][10M)***- -100 PLF 10 PLF @ @ 3.0 to 8.3 to -100 10 @ @ 5.3 L [y=11.8][100%] 10.5 0%] 31 PLF @ •2.3 !o• 13 PLF @ 31 @ @ 5.2 a[,=14. [ 01] 9009:* 9.2 (y=14.81[ � J o0 :13 (y=10.3][100%] -13 PLF @ 9.2 to -13 @ 10.5 [y=10.0)(100%] 31 PLF @ • •31 @ 7,5 [y=24.81[ 0%] • 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] -159 PLF #2 2. t4 -159 @ X5,3 L (y=11.8][10 §1 -100 PLF @ 8.2 to -100 @ 10.5 R [y=10.5][100%] 31 PLF @ 7.5 to 31 @ • � 10.4 •("4*8a( 0%] 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.01[ 0%] -66 PLF d 9. tt -66 @ 1L' 5 [y=10.01[100%) • • 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0)[ 0%] 20 PLF @ 4.4 o • 20 @ 1.2•[y =.� � [ 0%] ' • • • • • -159 PLF @ 0.0 to -159 @ 3.0 L [y=11.21[100%] -159 PLF @ 7.5 to -159 @ 30.5 R+[ya10.51[10U•$] ' ---------------------- _ _-_-_-_ _ _ _ = = _ = 20 PLF @ 1.2 to 20 @ 9.2•[7= 5. s][ 0%] [C&C ASCE Wind Rt --][OC 24.00]lDF 1.60)[NM 11 20 PLF @ 9.2 to 20 @ 10.5 [y= 5,01[ 0%1 Repetitive Factors Used: Yes -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.0)[100%) -13 PLF @ 0.0 to -13 @ 1.2 [y=10.01[100%1 _____________________________________________ _ 10 PLF @ 0.0 to 10@ 2.3 [y=14.8][ 0%] -100 PLF @ 5.3 to -100 @ 7.5 R (y=11.2][100%] 10 PLF @ 2.3 to 10 @ 5.2 [y=14.81[ 0%] 13 PLF @ 1.2 to 13 @ 9.2 [y=10.01[100%1 10 PLF @ 5.3 to 10 @ 7.5 [y=14.81[ 0%) -159 PLF 10 PLF @ @ 2.3 to 7.5 to -159 10 @ @ 5.3 L [y=11.8][100%] 10.5 [y=14.8][ 0%] -66 PLF @ 9.2 to -66 @ 10.5 [y=10.01[100%1 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 0%] -159 PLF @ 7.5 to -159 @ 10.5 R [y=10.5][100%] 10 PLF @ 1.2 to 10 @ 9.2 [y= 5.01[ 0%1 10 PLF @ 9.2 to 10 @ 10.5 [y= 5.0]( 0%] -100 PLF @ 0.0 to -100 @ 2.3 L [y=11.0][100%] [C&C ASCE Wind Lt-+D][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -41 PLF @ 0.0 to -41 @ 1.2 [y=10.01[100%1 31 PLF @ 0.0 to 31 @ 3.0 [y=14.8)[ 0%] -159 PLF @ 5.3 to -159 @ 8.2 R [y=11.01[100%1 31 PLF @ 3.0 to 31 @ 5.2 [y=14.81[ 0%1 JOD:( 1 OJLO) / JS Top chord 2x4 SP_#2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP—#3-13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 41 W1.5X4 S 2.25 2X4(A1) 2'6"4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. U=56# NAILED =42# U=22# NAILED 4646•••• • • • 4646•••• 0 goo• • • ' 46•• • • • •464646464690 • • •4646s46• 4646•••• • • • 46000469 • •4694•• BC DL 1 0.0 $f D R WG p QUALITY TRUSS • • 4646•• 46 •• •46946• •46.00: • 46• • • • •4646• PAX: (954)978-8980 �a ���lng �h�1�1N.ty for the ��IBuNding IaSecth=adnvArg 4646 •46 •46 • •4694646• •46.46•• POMPANO BEACH, FL33054 • SPACING 240 TYPE EJACK • • • • •00000 46 • • • • :900:0 • • • 4646 • • ••• •4694646• • • SEQ = 369018 PLT. TYP.-WAVE DESIGN CRIT=F8C2010RES/fPl-2(107 FT/RT=20%(0%y1(0) QTY= 4 TOTAL= 4 REV. 10.03.12.0410.00 SCALE =1.0000 ,o` r •WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF ' Trusses raqube extreme care in faGicatirg, handing, shipping, installing and bran. Rafe, to and fellow the latest edilun of SCSI (BtJdng Component Safely Information, by TPI aid WTCA) fw safety TC D L 15.0 p sf DATE 10-15-2015 pro Mea `7 b perfwmng these fu bons. Installers shall provide two,,a ary bracing per BCSi. unless "'ad otherwise, top chord anon ha,e property anached sin <wal sheathing and bonen thud ck-- - - a A shall hexa a properly anachad rigid ceiling. t ocaww shwa for pemlarrm lateral ,est a:v of.�aba have brecog inslalkd SCSI 83, 87 810, Apply face BC DL 1 0.0 $f D R WG p QUALITY TRUSS shall per, sect w as applicable. plates to each of truss and position as shown above and on the Joni Details, unless noted othermse. Refer todnmingaI(XIA-Z forstand.,dplat. posdicns. ITW Building Components Group Inc. shall rut be responsible fw any de,Won Item the dnming. any faiure to build the Inns in confwmawz with ANSIRPI 1, w b handling, ahq WV. installation &maeingofIn,asea A anal w this droving w Dour pigs Noting this d-Ang, Indicates aooaptanca of plofaulonsl BC LL 0.0psf G TOT.LD. 55.Opsf O/A LEN. 40300 TY. -',1,: (954) 975-3384 DUR.FAC. 1.25 JOB #:15325 PAX: (954)978-8980 �a ���lng �h�1�1N.ty for the ��IBuNding IaSecth=adnvArg M6 PA RK CDNTRAL BLV D. Dsagnar par ANBUfPI POMPANO BEACH, FL33054 Fwmwenioncetion sea this job'sgenarelnolespageand these websites: sites. ITW BCG: w.vw.ilwbcg.com; TPI: www.tpinat.org; WTCA: wvw.sbcindusby tom; ICC. www.iccaafe.w9 SPACING 240 TYPE EJACK [ALPINE][FBC201ORes/TPI-2007][J3l[l5325/1] (TCLL 30.0][TCDL 15.0][BCDL 10.0)[BCLL 0.0][DF 1.25][OC 24.0](NM 1][SOFFIT 2.0] [STD.AUTO.LOAD)[OC 24.00][DF 1.25)[NM 1) [X-Loc][React)[Size] ____= Repetitive Factors Used: Yes [ 1.25][ 3971[ 174h][0.671 [ 4.251[ 671[0.13] ( 4.25][ 93][0.131 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 0%] 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.01[ 0%] 60 PLF @ 0.0 to 60 @ 4.3 [y=14.6][100%] End7ts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace Brg.# 1 Vert.R= 397.4 # Hor.R= -0.09 0- 2 51 -189 0.00 0.28 0.28 26 4 SP #2 N 13B 21.57 3.41 Plywd Brg.0 2 Vert.R= -1.7 # Hor.R= -0.0# 2- 6 23 -65 0.00 0.31 0.31 26 4 SP #2 N 13B 31.18 3.00 Plywd Brg.# 3 Vert.R- 74.1 # Hor.R= -0.0# 1- 4 196 -17 0.00 0.17 0.17 26 4 SP12-N-13B 20.78 -0.67 Diaph _ _ _ _ _ _ _ ___ _________ ___________________ 4- 7 0 -0 0.00 0.17 0.17 26 4 SP #2 N 13B 30.25 -0.00 Diaph (FBC pass 02)(OC 24.00)[DF 1.25)[NM 1) 3- 5 553 -293 0.16 0.03 0.19 26 4 SP13-13B 4.00 -Bending Web- Repetitive Factors Used: Yes 0- 1 23 -27 -_-= Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 0%] 2- 3 293 -553 -=-=Fictious Member=- SP #3 13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 4.3 [y= 5.0][ 0%] 4- 5 553 -293 - -=Fictious Member=-=- SP -_#3-13B 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 4.3 [y= 5.0][100%] Brg.# 1 Vert.R- 254.1 # Hor.R= 0.09 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Brg.# 2 Vert.R= 28.1 # Hor.R= -0.00 Brg.# 3 Vert.R= 19.2 # Hor.R= -0.0# Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT=---=---=---=---=---=---=---=--- =-_-_-_-_-_-_-_ 0 0.00 10.28 ---- ----- ---- ----- ---- ---- [Partial Unbal. Lt](OC 24.00][DF 1.25][NM 1] 1 0.00 10.24 2X4(A1) 0.80 0.03 0.02 L/999 0.06 L/366 0.00 0.00 Reppetitive Factors Used: Yes 2 1.73 10.78 1.5X4 0.80 0.39 N 0.00 L/999 0.00 L/999 0.01 0.01 31 PLF @ 0.0 to 31 @ 4.3 (y=14.61( 0%) 3 1.73 10.78 ---- ----- ---- ----- ---- ---- 20 PLF @ 0.0 to 20 @ 4.2 (y= 5.0]( 0%] 4 1.73 10.15 1.5X4[41 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 0.00 60 PLF @ 1.6 to 60 @ 4.3 (y=19.6](100%] 5 1.73 10.15 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 267.0 # Hor.R= 0.04 6 4.25 11.41 0.00 L/999 0.00 L/999 0.01 0.01 Brg.# 2 Vert.R= 14.8 # Hor.R= -0.0# 7 4.25 10.15 0.00 L/999 0.00 L/999 0.00 0.00 Brq.# 3 Vert.R= 92.9 # Hor.R= -0.0# [Partial Unbal. Rt][OC 24.00][DF 1 25)[NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 (y=14.6][ 0%] 20 PLF @ 0.0 to 20 @ 4.2 [y= 5.01[ 0%] 60 PLF @ 0.0 to 60 @ 1.6 [y=14.6][100%) Brg.# 1 Vert.R= 312.7 # Hor.R= -0.00 Brg.# 2 Vert.R= -7.0 # Hor.R= -0.0# Brg.# 3 Vert.R= 4.0 # Hor.R= -0.00 [MWFRS ASCE Perp/L++][OC 24.00][DF 1 60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 0%] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.01[100%] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01( 0%] 48 PLF @ 0.0 to 48 @ 1.2 (y=10.01(100%1 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0]( 0%] -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5](100%] Brg.# 1 Vert.R= 101.6 # Hor.R= 11.4# Brg.# 2 Vert.R= -21.6 # Hor.R= -0.0# Brg.# 3 Vert.R= -17.3 # Hor.R= 0.09 -------------------- (MWFRS ASCE Perp/L+-)[OC 29 00][DF 1.60](NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 0%1 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[100%) 10 PLF @ 0.0 to 10 @ 1.2 [Y= 5.01[ 0%] 48 PLF @ 0.0 to 48 @ 1.2 (y=10.01[100%] 10 PLF @ 1.3 to 10 @ 4.2 (y= 5.0]( 0%] -11 PLF @ 0.0 to -11@ 4.3 L [y=11.5][100%] Brg.# 1 Vert.R= 146.9 # Hor.R= 11.4# Brg.# 2 Vert.R- 7.4 # Hor.R= -0.0# Brg.# 3 Vert.R= -15.5 # Hor.R= -0.00 [MWFRS ASCE Perp/L-+][OC 24.00)[DF 1 60](NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=14.6][ 0%) -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0][100%) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( 0%] -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01(100%1 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ 0%] -48 PLF @ 0.0 to -48 @ 4.3 L [y=11.51[100%1 Brg.# 1 Vert.R= -190.9 # Hor.R= 50.7 Brg.# 2 Vert.R= 8.7 # Hor.R= -0.09 Brg.# 3 Vert.R= -32.3 # Hor.R= -0.0# [MWFRS ASCE Perp/L--](OC 24.00)[DF 1 60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=19.6)[ 0%] 13 PLF @ 1.3 to 13 @ 4.2 (y=10.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.01[ 0%] -48 PLF @ 0.0 to -48 @ 1.2[y=10.0)[1001 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ 01 -48 PLF @ 0.0 to -48 @ 4.3 L [y=11.5][1( Brg.# 1 Vert.R= -145.6 # Hor.R= 50.70 Brg.# 2 Vert.R= 37.8 # Hor.R= -0.00 Brg.# 3 Vert.R= -30.5 # Hor.R= -0.0# [MWFRS ASCE Perp/R++](OC 24.00][DF 1 60](NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y=14.61[ 01 -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 04 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0][ 0; -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0][1001 Brg.# 1 Vert.R= -51.0 # Hor.R= 33.1# Brg.# 2 Vert.R= -6.3 # Hor.R- -0.0# Brg.# 3 vert.R= -26.9 # Hor.R= -0.00 [MWFRS ASCE Perp/R+-](OC 24.00][DF 1 60](NM Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [Y=14.61[ 0( -31 PLF @ 0.0 to -31 @ 4.3 L [y=11.5](1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 01 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)[ 01 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][100; Brg.# 1 Vert.R= -5.6 # Hor.R= 33.1# Brg.# 2 Vert.R= 22.7 # Hor.R= -0.0# Brg.# 3 vert_R= 25.1 # Hor.R=- _0_04 - - - [MWFRS ASCE Perp/R-+][OC 24.00)[DF 1.60][NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 (y=14.61[ 04 -31 PLF @ 0.0 to -31 @ 4.3 L (Y=11.5](1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.011 01 10 PLF @ 1.3 to 10 @ 4.2 (y= 5.0][ 01 -13 PLF @ 1.3 to -13 @ 4.2 [y=10.011100; Brg.# 1 Vert.R= -51.0 # Hor.R= 33.1# Brg.# 2 Vert.R= -6.3 # Hor.R= -0.09 Brg.# 3 Vestl 026.9 # Hor.R= -0.09 •••• • [MWFRS ASCE Perp/R--][OC 241M10?:10][NM ApetitivPFacton Used: Yes • ••••••10 PLF tt•t1i• 10 @ 4. -1R.6)[ 0; -31 PLF 0.0 to 31 @ Q��1�Ty@IR.5)(1( •••�• 10 PLF @ 0.06to 10 @ y2 [y= 54p] [ 01 •••• 10 PLF t 1.3 to 10 @ 4ki {Oys4401[ N • .13 PLF •103 M, 13 @ 41.2 [y=1040](1004 ••••Brg.0 1 Vrt.Ri• -5.6 # Hvo%0033.A • • • • • erg.# 2 Vert.R= 22.7 # Hor.P* •0.0# • q.# 3 Virt.RO•05.1 # H".A0•-0.0# • • • • __ _ _ = yy= = i ------------------=---- ASCE Parl++1[OC 24.01)TD�'•1:61][NM 1) • • • • • • jKWFRS • epetitive Factbrs Used: Yes • • • 10 PLF 0.0 0 @ -11 PLF 4. -11 @ 0 Pio• 4Y114.6] [ 04 • • • 10 PLF R 0.0 to 10 @ 4.2 (y= V][ 04 •• • 10 PLF @•1. o• 10 @ 1!161""01[ 04 -13 PLF4 1. Ece -13 @ 1.2 [y=1090)[100; Brg.# 1 Veik*= •15.4 # Hor.R= 11.4# Brg.# 2 Vert.R= -7.4 # Hor.R= -0.04 Brg.# 3 Vert.R= # -0.09 Hor.R=- - -_5.2 (MWFRS ASCE Parl+-)[OC 24.00](DF - - 1.60)(NM 1) Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 (y=14.6]1 O; -11 PLF @ 0.0 to -11 @ 4.3 L (y=11.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 04 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.01[ 04 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01[1005 Brg.# 1 Vert.R= 60.1 # Hor.R= 11.44 Brg.# 2 Vert.R= 21.6 # Hor.R= -0.0# Brg.# 3 Vert.R= -3.4 # Hor.R= -0.0# [MWFRS ASCE Parl-+].[OC 24 00)(DF 1 60][NM 1) Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 (y=14.6][ 0; -59 PLF @ 0.0 to -59 @ 4.3 L [y=11.5][1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ O4 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.01[ 04 -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0)[1001 Brg.# 1 Vert.R= -138.9 # Hor.R= 61.90 Brg.# 2 Vert.R= -4.9 0 Hor.R= -0.09 Brg.# 3 Vert.R= -55.6 # Hor.R= -0.04 (MWFRS ASCE Parl--)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.3 [y--14.6][ 08) -59 PLF @ 0.0 to -59 @ 4.3 L [y=11.5][1008) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ 08) 10 PLF @ 1.3 to 10 @ 4.2 [y= 5.0)[ 08] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0][1008) Brg.# 1 Vert.R= -93.6 # Hor.R= 61.90 Brg.# 2 Vert.R= 24.1 # Hor.R= -0.09 Brg.# 3 Vert.R= -53.8 # Hor.R= -0.0# ---------------- [MWFRS ASCE PrpD/L++](OC 24.00)[DF 1 60](NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 08] -13 PLF @ 1.3 to -13 @ 4.2 [y=10.0][1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 081 48 PLF @ 0.0 to 48 @ 1.2 (y=10.0)[1008) 20 PLF @ 1.3 to 20 @ 4.2 [yy= 5.0)[ 08] -11 PLF @ 0.0 to -11 @ 4.3 L [y=11.5][1008) Brg.# 1 Vert.R= 211.3 # Hor.R= 11.4# Brg.# 2 Vert.R= -17.0 # Hor.R= -0.0# Brg.# 3 Vert.R= -1.5 # Hor.R= -0.09 [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6][ 08] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0)[1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 4B PLF @ 0.0 to 48 @ 1.2 (y=10.0][1008] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0][ 08] -11 PLF @ 0.0 to -11 @ 4.3L [y=11.5)[1008] Brg.# 1 Vert.R= 256.6 # Hor.R= 11.4# Brg.# 2 Vert.R= 12.1 # Hor.R= -0.0# Brg.# 3 Vert.R= - - 0.3 # Hor.R=- - _0_0# - - - [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.6)[ 08) 13 PLF @ 1.3 to 13 @ 4.2 [y=10.0](1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08) -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1008] 20 PLF @ 1.3 to 20 @ 9.2 [y= 5.0)[ 08] -48 PLF @ 0.0 to -48 @ 4.3 L (y=11.5][1008) Brg.# 1 Vert.R= 35.9 # Hor.R= 50.7 Brg.# 2 Vert.R= 42.4 # Hor.R= -0.0# Brg.# 3 Vert.R= -14.7 # Hor.R= -0.0# (MWFRS ASCE PrpD/R+-)[OC 24.00)[DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 (y=14.6][ 08] -31 PLF @ 0.0 to -31 @ 4.3 L (y-11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0][ 08] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 4.2 (yY=10.0](1008] Brg.# 1 Vert.R= 104.1 # Hor.R= 33.1# Brg.# 2 Vert.R= 27.3 # Hor.R= -0.0# Brg.# 3 Vert.R= -9.3 # Hor.R= -0.0# [1:6FRS ASCE PrpD/R--](OC 24.00)[DF 1 601[NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31@ 4.3 [yy=14.6)[ 08) -31 PLF @ 0.0 to -31 @ 4.3 L (y=11.5](1008) 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 08] 20 PLF @ 1.3 to 20@ 4.2 [y= 5.311 08] 13 PLF @ 1.3 to 13 @ 4.2 [y=10.01110081 Brg.# 1 Vert.R= 104.1 # Hor.R= 33.19 Brg.# 2 Vert.R= 27.3 # Hor.R= -0.0# Brg.# 3 Vert.R= -9.3 # Hor.R= -0.0# [MWFRS ASCE Pr1D+-)[OC 24.00)[DF 1 60)(NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [y=14.61[ 08) -11 PLF @ 0,0 to -11 @ 4.3 L (y=11.5](1008) 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 08] 20 PLF @ 1.3 to 20 @ 4.2 [y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 4.2 [yy=10.0](1008] Brg.# 1 Vert.R= 170.4 # Ror.R= 11.4# Brg.# 2 Vert.R= 26.3 # Hor.R= -0.0# Brg.# 3 Vert.R= 12.4 # Hor.R= -0.0# [MWFRS ASCE Pr Dl --][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 4.3 [yy=14.6][ 08] 4 -59 PLF @ 0.0 to -59 @ .3 L [y=11.5][1008] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0]( 08] 20 PLF @ 1.3 to 20 @ 4.2 (y= 5.0][ 08] 13 PLF @ 1.3 to 13 @ 4.2 (y=10.0](1008] Brg.# 1 Vert.R= 16.1 # Hor.R= 61.9# Brg.# 2 Vert.R= 28.8 # Hor.R= -0.09 Brg.# 3 Vert.R= -38.0 # Hor.R= -0.0# [C6C ASCE Wind Lt -+](OC 24.00)[DF 1.60](NM 1] Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L [y=11.5](1008) 10 PLF @ 0.0 to 10 @ 3.0 [ =14.6][ 08] -13 PLF @ 1.2 to -13 @ 4.3 y=10.01[1008) 10 PLF @ 3.0 to 10 @ 4.3 (y=14.61( 08] -183 PLF @ 0.0 to -183 @ 3.0 L (y=11.2][1008] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0]( 08) 10 PLF @ 1.2 to 10 @ 4.3 [y= 5.0]( 08] -65 PLF @ 0.0 to -65 @ 1.2 `y=10.0)(1008) [C6C ASCE Wind Rt -+][OC 24.00](DF 1 60][NM 11 Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][1008] 10 PLF @ 0.0 to 10 @ 1.3 [y=14.61[ 08) -13 PLF @ 1.2 to -13 @ 4.3 [y=10.0][1008] 10 PLF @ 1.3 to 10 @ 4.3 [y=14.61( 08] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8](1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ 08] 10 PLF @ 1.2 to 10 @ 4.3 (y= 5.0]( 08) 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01(10081 [C6C ASCE Wind Lt --][OC 24.00][DF 1.60)[NM 1) Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L (y=11.5][1008) 10 PLF @ 0.0 to 10 @ 3.0 [y=14.611 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.0](1008] 10 PLF @ 3.0 to 10 @ 4.3 [y=14.6][ 08] -183 PLF @ 0.0 to -183 @ 3.0 L (y=11.2][1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 08] 10 PLF @ 1.2 to 10 @ 4.3 [y= 5.0][ 08) _90 PLF @ 0.0 to --90-@- 1.2 [y=10_0][1008]- - (C6C ASCE Wind Rt --)[OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L [y=11.5][1008] 10 PLF @ 0,0 to 10 @ 1.3 (y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.91110081 10 PLF @ 1.3 to 10 @ 4.3 [y=14.6][ 08] -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8](1008) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)( 08] 10 PLF @ 1.2 to 10 @ 4.3 [= 5.01[ 08] -13 PLF @ 0.0 to -13 @ 1.2 Y-10.0][100%] [C6C ASCE Wind Rt-+D][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L (y=11.5][1008) 31 PLF @ 0.0 to 31 @ 1.3 [y=14.61[ 08] -13 PLF @ 1.2 to -13 @ 4.3 (y=10.0](1008] 31 PLF @ 1.3 to 31 @ 4.3 [y=14.6)[ 08) -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 08] 20 PLF @ 1.2 to 20 @ 4.3 [y= 5.01[ 08) 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[10081 [C6C ASCE Wind Lt--D][OC 24.00](DF 1.60)[NM 1p Repetitive Factors Used: Yes -120 PLF @ 3.0 to -120 @ 4.3 L (y=11.5](1008) 31 PLF @ 0.0 to 31 @ 3.0 [y=14.61[ 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.0][1008) 31 PLF @ 3.0 to 31 @ 4.3 [y=14.61[ 08) -183 PLF @ 0.0 to -183 @ 3.0 L [y=11.21[10081 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 081 20 PLF @ 1.2 to 20 @ 4.3 (y= 5.01[ 081 _90 PLF @ 0.0 to --90-@- 1.2 [y=10.0][1008]- - [C6C ASCE Wind Rt--D][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes -183 PLF @ 1.3 to -183 @ 4.3 L (y=11.5)[10081 31 PLF @ 0.0 to 31 @ 1.3 [y=14.6][ 08] 13 PLF @ 1.2 to 13 @ 4.3 [y=10.01[10081 31 PLF @ 1.3 to 31 @ 4.3 [y=14.61( 08) -120 PLF @ 0.0 to -120 @ 1.3 L [y=10.8)[1008] 20 PLF @ 0.0 to 20 @ 1.2 [y=5.01( 081 20 PLF @ 1.2 to 20 @ 4.3 [y= 5.0]( 08) _13 PLF @-0_0-to --13 @- 1.2 (y=10.01[1008]- •••••• • •••••• • •••• • •• ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • • • •••••• J0D:(1b,iZb) / GZ Top chord 2x4 SP #2 N 13B Bol chord 2x4 SP -92—N-1 3B Webs 2x4 SP—#3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 3.00 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -263# MAX. (See below) from a non -wind load case requires uplift connection. (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 175 mph wind, 18.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. C) Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • •000.0 • • • 0000•• 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 10-15-2015 DRWG O/A LEN. 2 DUR.FAC. 0000•• • 0000•• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• 0000•• • ••• 0000• •• •• •• • 0000•• • • • • • • ��i• Rt.Rw=167# U=218# NAILED • • • 3 12 • • 0000•• 1112X4(••) 0000•• ii • • • 0.00•• 0• • • • �2X4(A1) 00 :•: •• PLT. TYP.-WAVE i "tea FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 is MM PARK CENrRAL RLVD. PONWANO BEACH, FL 33064 W=8„ =181# U=257# NAILED DESIGN CRIT=F8C2010RESrrPI-2007 FTIRT=27%(0%y 1(0) QTY= 2 TOTAL= 2 busses require e" ane an n fabricating, handling, sfrppirg, instatirq and bracirq. Refr b and Am Melatest edition of SCSI (8,&kV Component Safety IMon ation, by TPI and WrCN to safely xlices prior b pedorming Mesa lvstios. Installs shall posida tampon ry Gacirp par SCSI. 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REV. 10.03.12.0410.00 SEQ = 369014 SCALE =1.0000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 10-15-2015 DRWG O/A LEN. 2 DUR.FAC. 1.25 JOB* 15325 SPACING 24.0" TYPE JACK (ALPINEJ[FBC201ORes/TPI-2007][C2][15325/1I 1TCLL 30.0][TCDL 15.01(BCDL 10.01[BCLL 0.01[DF 1.25][OC 24.0][NM 1][SOFFIT 2.01 [STD.AUTO.LOAD][OC 24.00][DF 1.251[NM 11 [X-Loc][React][Size) ____= Repetitive Factors Used: Yes [ 1.251[ 117][ 90h][0.67] ( 2.00][ 355][0.131 [ 2.001[ 393][0.131 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 08) 4 PLF @ 0.0 to 4 @ 1.2 [y= 5.0) [ 08) 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0][ 08) EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 60 PLF @ 0.0 to 60 @ 2.0 [y=14.0)[1008] 0- 2 45 -88 0.00 0.17 0.17 24 4 SP #2 N 13B 21.57 3.41 Plywd Brg.# 1 Vert.R= 717.2 # Hor.R= 0.0# 2- 6 95 -70 0.00 0.18 0.18 24 4 SP #2 N 13B 3.35 3.00 Plywd Brg.# 2 Vert.R= -251.9 If Hor.R= -0.0# 1- 4 108 -15 0.00 0.14 0.14 24 4 SP -92 -N -13B 20.78 -0.67 Diaph Brg.# 3 Vert.R= -263.5 If Hor.R= -0.00 4-7 0 -0 0.00 0.15 0.15 244 SP#2N13B 3.25 -0.00 Diaph________________ 3- 5 668 -409 0.20 0.02 0.22 24 4 SP -#3-13B 4.00 -Bending Web- [FBC pass 02)[OC 24.00][DF 1.251 [NM 1J 0- 1 73 -36 -_-= Plate Member =- PLATE MEMBER 0.50 -Vert- ----- Repetitive Factors Used: Yes 2- 3 409 -668 -=-=Fictious Member=-= SP 13 13B 0.00 -Vert- ----- 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ OB] 4- 5 668 -409 -=-=Fictious Member= _- SP=03-13B 0.00 -Vert- ----- 4 PLF @ 0.0 to 4 @ 1.2 [y= 5.01[ OB] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0)[ OB) EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0][1008] Brg.# 1 Vert.R= 295.1 # Hor.R= -0.0# Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT Brg.# 2 Vert.R= -98.1 # Hor.R= -0.0# 0 0.00 10.28 ---- ----- ---- ----- ---- ---- Brg.# 3 Vert.R= -100.1 # Hor.R= -0.0# 1 0.00 10.24 2X4(Al) 0.80 0.04 0.02 L/999 0.04 L/497 0.00 0.00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_-_-_-_-_ 2 1.73 10.78 2X4(**) 0.80 0.83 N 0.00 L/999 0.00 L/999 0.01 0.01 [MWFRS ASCE Perp/L++)[OC 24.00)(DF 1.60)(NM 1) 3 1.73 10.78 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes 4 1.73 10.15 3X5[4] 0.80 0.99 N 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 2.0 (y=14.0][ OB] 5 1.73 10.15 ---- ----- ---- ----- ---- ---- -13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10081 6 2.00 10.84 0.00 L/999 0.00 L/999 0.01 0.01 10 PLF @ 0.0 to 10 @ 1.2 jjy= 5.0][ OB] 7 2.00 10.15 0.00 L/999 0.00 L/999 0.00 0.00 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ OB] -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0][1008] Brg.# 1 Vert.R= 372.9 # Hor.R= 5.3 Brg.# 2 VeIt.R- -169.4 If Hor.R= -0.00 Brg.# 3 Vert.R= -133.6 # Hor.R= -0.09 [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y -14.O'[ OB] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0;[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.31[ OB] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.31[10081 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ OB] -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0)(10081 Brg.# 1 Vert.R= 399.2 # Hor.R= 5.3 Brq.# 2 Vert.R= -173.2 # Hor.R= -0.0# Brg.# 3 Vert.R= -137.2 # Hor.R= -0.0# [MWFRS ASCE Perp/L-+)[OC 24.001[DF 1.60][NM 1) Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0]( OB] -13 PLF @ 1.3 to -13 @ 2.0 [y-lO.Cjj[1008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5. C]1 081 -48 PLF @ 0.0 to -48 @ 1.2 [y=10.01(1008] 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0)[ OB] -48 PLF @ 0.0 to 48 @ 2.0 L [y=11.0](1008) Brg.# 1 Vert.R= -470.7 # Hor.R= 23.6# Brg.# 2 Vert.R= 180.6 If Hor.R= -0.01 Brg.# 3 Vert.R= 166.8 # Hor.R= 0.0# ---------------- [MWFRS ASCE Perp/L--]IDC 24.00](DF 1 60](NM 11 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0][ OB] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[10381 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0]( OB] -48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1008] 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0][ OB -48 PLF @ 0.0 to -48 @ 2.0 L [y=11.01[108] Brg.# 1 Vert.R= -444.4 If Hor.R= 23.6# Brg.# 2 Vert.R= 176.8 # Hor.R= -0.0# Brg.# 3 Vert.R= 163.3 # Hor.R= 0.09 (MWFRS ASCE Perp/R++][OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 081 -31 PLF @ 0.0 to 31 @ 2.0 L [y=11.0]11008] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ OB] 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ OB] -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0][1008] Brg.# 1 Vert.R- -61.3 # Hor.R= 15.4# Brg.# 2 Vert.R= 9.6 If Hor.R= -0.0# Brg.# 3 VeIt.R= 21.0 # Hor.R= 0.0# [MWFRS ASCE Perp/R+-I[OC 29 00)[DF 1 60)[NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0)[ Oi 31 PLF @ 0.0 to -31 @ 2.0 L [y=11.01[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ O; 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ N 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[100; Brg.# I Vert.R= -34.9 # Hor.R= 15.49 Brg.# 2 Vert.R= 5.8 # Hor.R= -0.09 Brg.# 3 Vert.R= 17.5 # Hor.R= 0.00 (MWFRS ASCE Perp/R-+][DC 24.001[DF 1 60](NM Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ Oi -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.0)[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ Oi -13 PLF @ 1.3 to -13 @ 2.0 [y=10.01[100; Brg.# 1 Vert.R= -61.3 # Hor.R= 15.4# Brg.# 2 Vert.R= 9.6 # Hor.R= -0.00 Brg.# 3 V rt.R= 21.0 # Hor.R= 0.00 _----+-�----'--------------- [MWFRS AS`E Perp R--) (OC 24909M*914601[NM • • gepetitive Factors Used: Yes • • • • 10 PLF 10 @ 2.0 (y L9.0]( Oi �•���,�31 00 PLF to -31 @ &.Air[ 11.0](1( • 10 PLF @@@@ 0.0 to 10 @ 1.2 [y= 5.0]( Oi • • • • • • 10 PLF @ 1.30to 10 @ Zjp� ss'0][ Oi 13 PLF i 1.3 V 13 @ 1 VvI.J= # LD�Y=f j[100; 15.40 ••••Brg.1 6rg.0 •34.9 2 Vort.Ri• 5.8 # Hor.R= HTr". 0.00 Brg.# 3 Ver�.R,,�7.5 # HWJ:- '0.00 • • � •NFRS ASCEsP•rl++*OC 24.08y ¢Dl4.�9y [NM 11 • Repetitive Factors Used: ' ' ' ' 10 PLF @ O.O*to 10 @ Yes 2.0 [y W .01( O; 0 ill PLF Po 0.0 to -11 @ �6ifyId.O][1( • 10 PLF @&40"A@ • 10 • 10 PLF CO 1.3 to 10 @ 1.2 (y= 5.Sl[ Oi ?•C, Lj [ Oi •' t13 PLF @ �.3,tj -13 @ 26 y=1bb.Ai](100i q Brg.# 1 Ve•t.R=• 48.7 If Hor.R= 5.30 Brg.# 2 Vert! Mk 32.8 # Hor.R= -0.09 Brg.# 3 Vert.R= # _0.0# Hor_R=- -_ 26_0 [MWFRS ASCE Parl+-][OC 24.00][DF - - 1.60)(NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0][ Oi -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.01[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ Oi 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0)[ N 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[100; Brg.# 1 Vert.R= 95.0 # Hor.R= 5.30 Brg.# 2 Vert.R= -36.6 If Hor.R= -0.0# Brg.# 3 Vert.R= _29.5 # Hor.R=- _0_09 - [MWFRS ASCE Parl-+)[OC 24.001[DF - 1.60](NM 1] Repetitive Factors Osed: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01( C( -59 PLF @ 0.0 to -59 @ 2.0 L [y=11.0](1( 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0][ OS 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.0][ Oi -13 PLF @ 1.3 to 13 @ 2.0 [y=lO.O][IOOS Brq.# 1 Vert.R= -233.7 # Hor.R= 28.90 Brg.# 2 Vert.R= 65.9 If Hor.R= -0.00 Brg.# 3 Vert.R= 83.4 # Hor.R= 0.00 [MWFRS ASCE Parl--][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0][ Oi -59 PLF @ 0.0 to 59 @ 2.0 L [y=11.01[1( 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.01[ Oi 10 PLF @ 1.3 to 10 @ 2.0 [y= 5.01[ Oi 13 PLF @ 1.3 to 13 @ 2.0 [y=10.011100; Brg.# 1 Vert.R= -207.3 # Hor.R= 28.99 Brg.# 2 Vert.R= 62.1 # Hor.R= -0.0# Brg.# 3 Vert.R= # Hor.R=- -79.9 - -0_0# - (MWFRS ASCE PrpD/L++](OC 24.00][DF 1.60;[NM Repetitive Factors Used: pl Yes PLF @ 0.0 to 31 @ 2.0 [y=14.0][ O; -13 PLF @ 1.3 to -13 @ 2.0 [y=10.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 03] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0](1003] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0)( 03) -11 PLF @ 0.0 to -11 @ 2.0L [y=11.0][1003] Brg.# 1 Vert.R= 598.8 # Hor.R= 5.3 Brg.# 2 Vert.R= -253.2 # Hor.R= -0.0# Brg.# 3 Vert.R= -214.5 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 03) 13 PLF @ 1.3 to 13 @ 2.0 [y=10.01[1003] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.01[ 03] 48 PLF @ 0.0 to 48 @ 1.2 [y=10.0][1003] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0)[ 03] -11 PLF @ 0.0 to -11 @ 2.0 L [y=11.0][1003] Brg.# 1 Vert.R= 625.2 # Hor.R= 5.3# Brg.# 2 Vert.R= -257.0 # Hor.R= -0.0# Brg.# 3 Vert.R= -218.1 # Hor.R= -0.0# [MWFRS ASCE PrpD/L--][OC 24.00][DF 1 60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0]1 03] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 03) -48 PLF @ 0.0 to -48 @ 1.2 [y=10.0][1003] 20 PLF @ 1.3 to 20 @ 2.0 [qq= 5.0][ 031 -48 PLF @ 0.0 to -48 @ 2.0 L [y=11.0](1003] Brg.# 1 Vert.R= -218.4 # Hor.R= 23.6# Brq.# 2 VeIt.R= 92.9 # Hor.R= -0.0# Brg.# 3 Vert.R= 82.4 # Hor.R= 0.0# ---------------------------------------------- (MWFRS ASCE PrpD/R+-)[OC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01( 03] -31 PLF @ 0.0 to -31 @ 2.0 L [y=11.01[1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)( 03) 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 03] 13 PLF @ 1.3 to 13 @ 2.0 [q}�=10.0][1003] Brg.# 1 Vert.R= 191.0 # Hor.R= 15.40 Brg.# 2 VeIt.R= -78.0 # Hor.R= -0.04 Brg.# 3 Vert.R= -63.4 # Hor.R= -0.0# ----------------------- [MWFRS ASCE PrpD/R--][OC 24.00](DF 1 60)[NM 1) Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] -31 PLF @ 0.0 to -31 @ 2.0 L [yy=11.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 03] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0]( 03] 13 PLF @ 1.3 to 13 @ 2.0 [yY=10.0](1003] Brg.# 1 Vert.R= 191.0 # Hor.R= 15.49 Brg.# 2 Vert.R= -78.0 # Hor.R= -0.0# Brg_# 3 Vert.R= - _63.4 # Hor.R=- -0.0# - - - [KWFRS ASCE Pr1D+-][OC 24.00][DF 1.60)[NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03) 2 -11 PLF @ 0.0 to -11 @ .0 L [y=11.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 03] 20 PLF @ 1.3 to 20 @ 2.0 (y= 5.0]( 03] 13 PLF @ 1.3 to 13 @ 2.0 [y=10.0](1003] Brg.# 1 Vert.R= 321.0 # Hor.R= 5.3# Brg.# 2 Vert.R= -120.4 # Hor.R= -0.0# Brg.# 3 Vert.R= -110.4 # Hor.R= -0.0# [MWFRS ASCE PrDl--)[OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 03] -59 PLF @ 0.0 to -59 @ 2.0 L [y=11.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0][ 03] 20 PLF @ 1.3 to 20 @ 2.0 [y= 5.0][ 031 13 PLF @ 1.3 t0 13 @ 2.0 [y=10.0][1003) Brg.# 1 Vert.R= 18.6 # Hor.R= 28.9# Brg.# 2 Vert.R= -21.7 # Hor.R= -0.0# Brg.# 3 Vert.R= -1.0 # Hor.R= -0.04 [C&C ASCE Wind Lt -+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.0][1003] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 03] 13 PLF @ 0.0 to 13 @ 1.2 (y=10.0][1003] 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.31[ 03) 10 PLF @ 1.2 to 10 @ 2.0 [y= 5.3][ 03] _183-PLF-@- 0.0 to -_183 @ 2_0 L -[y=11_0][10031 (C&C ASCE Wind Rt -+][OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 (y=10.0)[1003] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.0]( 03] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.01[10031 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 03] 10 PLF @ 1.2 to 10 @ 2.0[y= 5.0][ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1003] [C&C ASCE Wind Lt --][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 (y=10.0)[1003) 10 PLF @ 0.0 to 10 @ 2.0 (y=14.0)[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1003] 10 PLF @ 0.0 to 10 @ 1.2 [y= 5.0][ 03) 10 PLF @ 1.2to 10 @ 2.0 (y= 5.0)[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1003] (C&C ASCE Wind Rt --](OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.0][1003] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.01[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0](1003) 10 PLF @ 0.0 to 10 @ 1.2 (y= 5.0)[ 03] 10 PLF @ 1.2 to 10 @ 2.0 (y= 5.0][ 031 _183-PLF-@- 0.0 to -_183 @-2_O-L-[y=11_01[1003] [C&C ASCE Wind Lt-+D)[OC 24.00](DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.01[10031 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0][ 03] 13 PLF @ 0.0 to 13 @ 1.2 [y=10.0][100%] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0]( 03] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0][ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1003) [C&C ASCE Wind Rt-+D](OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -13 PLF @ 1.2 to -13 @ 2.0 [y=10.0][1003] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.0)[ 03) 13 PLF @ 0.0 to 13 @ 1.2 (y=10.01[10031 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.01[ 03] 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0][ 03] _183-PLF-@- 0.0 to -_183 @-2_0-L-[y=11 01[1003] (C&C ASCE Wind Lt--D)[OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.01[10031 31 PLF @ 0.0 to 31 @ 2.0 ( =14.0][ 03] -13 PLF @ 0.0 to -13 @ 1.2 �y=10.31(1003] 20 PLF @ 0.0 to 20 @ 1.2 [y= 5.0)[ 03] 20 PLF @ 1.2to 20 @ 2.0 [y= 5.01[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.01[10031 [C&C ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 13 PLF @ 1.2 to 13 @ 2.0 [y=10.0][1003] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.01[ 03] -13 PLF @ 0.0 to -13 @ 1.2 [y=10.0][1003] 20 PLF @ 0.0 to 20 @ 1.2 (y= 5.0)[ 03) 20 PLF @ 1.2 to 20 @ 2.0 [y= 5.0)[ 03] -183 PLF @ 0.0 to -183 @ 2.0 L [y=11.0][1003] •••••• • •••••• • •••• • •• ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • • • •••••• UOD:( 103L0) / n.da Top chord 2x4 SP #2 N 13B Bot chord 2x4 SP #2 N 13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. =2X4(A1) .two 2'9"15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -321# MAX. (See below) from a non -wind load case requires uplift connection. (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. _3-17 37"8 R-3",26# U=61# NAILED f -1969 R=344/-322# U=798# W=11"5 (Rigid Surface) R=41/-26# U=67# NAILED 0000•• • 0000•• 0000 0000 0000•• 0000•• • •000.0 • 0000•• • 0000•• 000••0 0000•• 0000• • 0000• 0000•• • 0000•• • SEQ = 369022 PLT. TYP.-WAVE DESIGN CRIT=F8C2010RES/'rPI.2007FTIRT=20%(0%y1(0) QTY= 1 TOTAL= 1 REV. 10.03.12.0410.00 SCALE =1.0000 "WARNIN131" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.Opsf "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL REF Trua.ea rptee aNrea pre bh tak—th,;herhsrp, sldppbp, nstAN and Naciip. Refer to and latow the 4test eaitbrh d SCSI (B d*v Campaed 6dery M/amWbn, by TPI -d WTCA) la safety pragicas pier to psdaming these fu Kbans. Instates shat provide tempamy W—V par SCSI. Urdeu Med of rwie, tap thud and have wwarly attached atr a ahaattdng and bottom clard slasil a7or9;O wapppkabe. �p�Mnae�fap TC DL 15.O p sf BC DL 10.0psf DATE 10-15-2015 o.+" FLOP DRWG -MA QUALITY TRUSS "lws'brapap�irataatllhed'ppee,SCs aediaa` BJ, of bussaM poMw as slhcvm above arN w the bad Denis, Wens Med otlww4a. Reetodr.�nal6aaf«arendardwat.p riorna. ITw Buildup ConpawnIs Grwp Ino. steal M be responsible fa any devielion Iron this drawing, a y failure b build the bias in mdamharwa wdh ANSUrPI 1, a far he WWV, atipo Instapalion 6hracing of mases. anal on IN. dnwtr g or prove M. telrp M drarWng, Indcalln soapteloa of prof asional BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 51106 TEL.: (954) 975-3384A DUR.FAC. 1.25 JOB* 15325 PAX: (954) 978-9980 engl_MQ rsepon.lsltysolely to, 6•deebnehtwm. Thur ebNyendtmdMNdraudng r.1RK CE1, RALBLvD. for any eUuahas b the resp -.Por/ d Me Sidcup Deelg— pill MSLrnsl 16-2. SPACING 24.0" TYPE HIP JACK .3675 POMPANO BEAQ3, FL 33064 For mae Inio eabbn ass Its. Jab•. general M" paps -d it sae was site. ITWBCG:—Awbcg.cam; TPI .anew.t*w.ag; WTCA:~abcinduatry.aan; ICC: ww mosefe.ag [ALPINE][FBC201ORes/TPI-2007][HJ3][15325/1] (TCLL 30.0][TCDL 15.0](BCDL 10.0][BCLL 0.0)[DF 1.25][OC 24.0][NM 1)[SOFFIT 2.01 =====Bearings=== [x-Loc][React][Siae] ===== [ 1.71][ 344][0.941 ( 5.95][ 41][0.13] [ 5.95][ EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 2 35 0 0.01 0.21 0.22 2 4 SP #2 N 13B 2- 6 64 -14 0.00 0.43 0.43 5 4 SP #2 N 13B 1- 4 0 -24 0.00 0.22 0.22 2 4 SP12-N-13B 4- 7 0 -0 0.00 0.51 0.51 5 4 SP #2 N 13B 3- 5 359 -155 0.11 0.00 0.11 5 4 SP -03-13B 0- 1 5 -0 -_-= Plate Member =-_- PLATE MEMBER 2- 3 155 -359 - -=Fictious Member=- SP #3 13B 4- 5 359 -155 -=-=Fictious Member=- SP13-13B End Pts MaxTen MaxComp AXL GLC S Grade Length Bra [STD.AUTO.LOAD][OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: No 31)[0.131 2 PLF @ 0.0 to 2 @ 5.9 (y=14.5][ 08] 2 PLF @ 0.0 to 2 @ 5.9 [y= 5.0)( 08] -200.27 Lbs. @ 2.8, 14.5 Angle=270 Length Pitch Brace -196.29 Lbs. @ 2.8, # 5.0 Angle -270 28.42 2.41 Plywd Brg.# 1 Vert.R= -321.7 Hor.R= 0.0# 44.18 2.12 Plywd Brg.# 2 Vert.R- -25.6 # Hor.R= -0.00 27.89 -0.49 Diaph Brg.# 3 Vert.R= -25.6 # Hor.R= -0.00 43.51 -0.00 Diaph_________________________ 3.71 -Bending Web [FBC pass #2][OC 24.00][DF 1.251[NM 1) 0.50 -Vert- ----- Repetitive Factors Used: Yes 0.00 -Vert- ----- 30 PLF @ 0.0 to 30 @ 5.9 [y=14.51[ 08) 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 5.9 [y= 5.01[ 08) 20 PLF @ 0.0 to 20 @ 5.9 (y= 5.0)[1008) Brg.# 1 Vert.R= 343.8 # Hor.R= -0.0# Brg.# 2 Vert.R= 41.3 # Hor.R= -0.00 Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT Brg.# 3 Vert.R= 30.7 # Hor.R= -0.09 0 0.00 10.28 ---- ----- ---- ----- ---- ---- =-----=-------=---=---=-----=---=-------------- 1 0.00 10.24 2X4(AI) 0.80 0.01 0.13 L/206 0.14 L/201 0.00 0.00 [Partial Unbal. Lt][OC 24.00][DF 1.25][NM 1J 2 2.32 10.75 1.5X4 0.80 0.60 N 0.00 L/999 0.00 L/999 0.00 0.00 Repetitive Factors Used: No 3 2.32 10.75 ---- ----- ---- ----- ---- ---- 2 PLF @ 0.0 to 2 @ 5.9 (y=14.5)( 0%] 4 2.32 10.15 1.5X4(--) .80 0.39 N 0.00 L/999 0.00 L/999 0.00 0.00 2 PLF @ 0.0 to2 @ 5.9 [y= 5.0;[ 08] 5 2.32 10.15 ---- ----- ---- ----- ---- ---- -200.27 Lbs. @ 2.8, 14.5 Angle=270 6 5.95 11.39 0.00 L/999 0.00 L/999 0.00 0.00 -196.29 Lbs. @ 2.8, 5.0 Angle=270 7 5.95 10.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= -321.1 Hor.R= 0.09 # • • . • • • Brg.# 2 Vert.R= -25.6 # Hor.R= -0.09 • • • • • • • • • Brg.# 3 Vert.R= -25.6. # Hor.R= -0.09 • .. • • • . • • ' [Partial Unbal. Rt][OC 24.00][DF 1,25][NM 1] • • • • • • • • • • • • • Repetitive Factors Used: No • 2 PLF @ 0.0 to 2 @ 5.9 [y=14.5][ 08] � • • � • • 2 PLF @ 0.0 to2 @ 5.9 (y= 5.01[ 08] • . • • • • • • • -200.27 Lbs. @ 2.8, 14.5 Angle=270 • • • • • -196.29 Lbs. @ 2. 8, 5.0 Angle=270 ' ' ' ' ' ' ' • • • • • Brg.# I Vert.R= -321.7 Hor.R= 0.0# # • • • • • • • • • • • • : • • Brg.# 2 Vert.R= -25.6 # Hor.R= -0.0# • • • • • Brg.# 3 Vert.R= 25.6 # Hor.R= 0.0# ------ [MWFRS.UPLIFT.LOAD][OC 24.00][DF 1.601[NM 11 • • • • • • • Repetitive Factors Used: No • • • • • • • • . • 2 PLF @ 0.0 to 2 @ 5.9 [y=19.5][ 08] • • ••.••• • 2 PLF @ 0.0 to2 @ 5.9 [y= 5.0][ -436.12 Lbs. @ 2.8, 14.5 Angle=270 08] • • • • • • • • • • • . • ... • • • -513.99 Lbs. @ 2.8, 5.0 Angle=270 • • •• • Brg.# 1 Vert.R= -791.9 # Hor.R= 0.0# Brg.# 2 Vert.R= -67.3 # Hor.R= -0.04 Brg.# 3 Vert.R= -61.3 # Hor.R= -0.0# JOD:(ID3LD) / V4 Top chord 2x4 SP #2 N 13B Bol chord 2x4 SP #2 N 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180100212 for valley details. PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 175 mph wind, 18.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U180 live and U120 total load. Creep increase factor for dead load is 1.50. FLORIDA QUALITY TRUSS TT -,I,: (954) 975-3354 FAX: (954) 978-8980 36M PARK CENTRAL BLVD. POMPANO BEACH, FL 330154 DESIGN CRIT=FBC2010RESrrP12007 FT/RT=20%(0%y 1(0) "WARNING]" READ AND FOLLO "IMPORTANT" FURNISH THIS DRAWING QTY= 1 TOTAL= 1 TO ALL CONTRACTORS INCLUDINO THE INSTALLERS. Be(.,b o" nand bracag. and by TPI and WTCA) lar safety P acdcaa pnw b pad -9 these IUMlans. N,slaesrs snot prwi se temporary bas g Per BCSI. unlna Med egeerw . top chard aMn have properly adnhed sl—luml sheaft,, and ba chord shall haw • prapedy anwc dptl cedN. t.xesms slgwn lar psrmeneM Meal restnW w webs Owl have bmorg i Wanes par SCSI sects ns 93. 07 m 010, as appfubW Apply pbtn to each (ace of trussand posaw n shm aI wa and on the Jo Delete. unless Med oche—ae. Red. .=. I fn standard parts pmtiore:. ITw Bugling CorniPonerNa Group Inc."M be respwaib4 lar any daN Iron pis drw-m am/ fadure b build the Ives n canlamenrea H ANSVTPI 1, a J. har4.v, an as V. aWabtbn 6 bacrg a i esee. A seal an IN. mavAng w wwr papa Ming gds dmft tdloetas eoesptanes of professional anglnaaAng nspomlMAy, Wyly fw Be design ahem. The eulhbMy and uaa of this dm Ang fw any atructum Is the mepmaldlty, of the Bull ft Designer per ANSUrPI 1 Ses.2. Far more irJwmstion see We job's genml M. page lord these web apes: ITWSCG:w Atcg.cwn;TPI :ww.lpnet.org; WTCA, wvw.sbondualry.cwn; ICC: vrew.i—fe.wg SEQ = 368919 REV. 10.03.12.0410.00 SCALE =1.0000 TC LL 6666•• REF TC DL • • • 6666•• 10.0psf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 4 2 9119-6666•• 1.25 14141.9• SPACING 24.0" TYPE VAL 6666•• • 6666•• • 9 9 6666•• 6666 •• • • • • 9 • • • 6666 • •• 66660 6666•• • 99• 694100 •• •• •• • •419••• • 6666•• • • 12 3 p =4X5(") • • • • • • • • • 41 1 ••94141• • • • 6•••41• •• • • •69 • • 0 100 2'9"9 1'2"7 1'7"2 4' R=72plf U=100pif W=4' (Rigid Surface) FLORIDA QUALITY TRUSS TT -,I,: (954) 975-3354 FAX: (954) 978-8980 36M PARK CENTRAL BLVD. POMPANO BEACH, FL 330154 DESIGN CRIT=FBC2010RESrrP12007 FT/RT=20%(0%y 1(0) "WARNING]" READ AND FOLLO "IMPORTANT" FURNISH THIS DRAWING QTY= 1 TOTAL= 1 TO ALL CONTRACTORS INCLUDINO THE INSTALLERS. Be(.,b o" nand bracag. and by TPI and WTCA) lar safety P acdcaa pnw b pad -9 these IUMlans. N,slaesrs snot prwi se temporary bas g Per BCSI. unlna Med egeerw . top chard aMn have properly adnhed sl—luml sheaft,, and ba chord shall haw • prapedy anwc dptl cedN. t.xesms slgwn lar psrmeneM Meal restnW w webs Owl have bmorg i Wanes par SCSI sects ns 93. 07 m 010, as appfubW Apply pbtn to each (ace of trussand posaw n shm aI wa and on the Jo Delete. unless Med oche—ae. Red. .=. I fn standard parts pmtiore:. ITw Bugling CorniPonerNa Group Inc."M be respwaib4 lar any daN Iron pis drw-m am/ fadure b build the Ives n canlamenrea H ANSVTPI 1, a J. har4.v, an as V. aWabtbn 6 bacrg a i esee. A seal an IN. mavAng w wwr papa Ming gds dmft tdloetas eoesptanes of professional anglnaaAng nspomlMAy, Wyly fw Be design ahem. The eulhbMy and uaa of this dm Ang fw any atructum Is the mepmaldlty, of the Bull ft Designer per ANSUrPI 1 Ses.2. Far more irJwmstion see We job's genml M. page lord these web apes: ITWSCG:w Atcg.cwn;TPI :ww.lpnet.org; WTCA, wvw.sbondualry.cwn; ICC: vrew.i—fe.wg SEQ = 368919 REV. 10.03.12.0410.00 SCALE =1.0000 TC LL 30.Opsf REF TC DL 15.Opsf DATE 10-15-2015 BC DL 10.0psf DRWG BC LL O.Opsf TOT.LD. 55.Opsf O/A LEN. 4 DUR.FAC. 1.25 JOB #: 15325 SPACING 24.0" TYPE VAL (ALPINE][FBC201ORes/TPI-2007][V4](15325/1) [TCLL 30.0[[TCDL 15.0](BCDL 10.0][BCLL 0.0](DF 1.25)[OC 24.0][NM 11[SOFFIT 2.01 =====Bearings=== [X-Loc][React)[Size] [ O.00)( 286)( 7h1[4.00] EndPts MaxTen I4axComp AXL BND CSI GLC S Grade Length Pitch 0- 2 64 -35 0.00 0.31 0.31 21 4 SP 12 N 13B 17.30 3.00 1- 4 64 -35 0.00 0.31 0.31 21 4 SP -02-]-13B 17.30 -3.00 2- 3 64 -0 -=-=Fictious Member=-=- SP #2 N 13B 0.00 -Vert- 1- 3 0 -64 --=Fictious Member=-=- SP -02-]-13B 0.00 -Vert- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Node X -Loc Y -Loc Plate Cq JSI Method deflY(L) def1Y T) dxL 0 0.60 11.13 0.00 L/999 C.00 L�999 0.00 1 2.00 11.48 4X5(**) 0.80 0.65 N 0.02 L/999 C.05 L/742 0.01 2 2.00 11.48 ---- ----- ---- ----- ---- 3 2.00 11.48 ---- ----- ---- ----- ---- 4 3.40 11.13 0.01 L/999 C.01 L/999 0.01 [STD.AUTO.LOAD)[OC 24.00][DF 1.25)[NM 11 Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 (y=14.61[ 08) 31 PLF @ 2.0 to 31 @ 4.0 1y=14.6][ 08) Brace 20 PLF @ 1.2 to 20 @ 2.B [y= 6.1][ 08) Plywd 60 PLF @ 0.0 to 60 @ 2.0 [y=14.6)[1008) Plywd 60 PLF @ 2.0 to 60 @ 4.0 (y=14.6][1008) ----- Brg.# 1 Ver.R=- 71_6 plf Hor.R= - - 0.0 plf [FBC pass #2][OC 24.00][DF 1.25)[NM 1] Repetitive Factors Used: Yes 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6)1 08) dxT 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 08] 0.00 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 08) 0.01 20 PLF @ 1.2 to 20 @ 2.8(y= 6.1)[10081 ---- Brg.# 1 Ver.R= 37.6 plf Hor.R= 0.0 plf 0.01 [MWFRS ASCE Perp/L++][OC 24 00][DF 1 60](NM 1] Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R (y=11.1)[10081 10 FLF @ 0.0 to 10 @ 2.0 [y=14.6][ 08] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61[ 08] -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4)[1008] 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.11[ 08] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6][1008) -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][10081 -13 PLF @ 1.2 to -13 @ 2.6 [y=11.21[10081 Brg.# 1 Ver,R= -7.6 plf Hor.R= -1.8 plf [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1](1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.611 081 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61[ 081 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](1008] 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.1][ 09] -11 PLF @ 0.2 to -11 @ 2.0 L (y=11.6][1008] 13 PLF @ 2.8 to 13 @ 3.8 R [g=11.1](1008] 13 PLF @ 1.2 to 13 @ 2.6 (y=11.2][1008] Brg.# 1 Ver.R= 0.5 plf Hor.R= -1.8 plf [MWFRS ASCE Perp/L-+](OC 24.00][DF 1 60][NM 1) Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R (y=11.1][1008] 10 PLF @ 0.0 to 10 @ 2.0 (y=14.6][ 08] 10 PLF @ 2.0 to 10 @ 4.0 (y=14.61[ 081 -13 PLF @ 0.2 to -13 @ 1.2 L (y=11.4][10081 10 PLF @ 1.2 to 10 @ 2.8 (y= 6.1)[ 3%) -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6)[1008] -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1][1008] -13 PLF @ 1.2 to -13 @ 2.6 (y=11.2)[1008) Brg.# 1 Ver.R= -20.7 plf Hor.R= 1.5 plf [MWFRS ASCE Perp/L--][OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1)(1008] 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6][ 081 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61( 08] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][1008] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11( 08] -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6][1008] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.11(10081 13 PLF @ 1.2 to 13 @ 2.6(y=11.2][1008] Brg.# 1 Ver.R= -12.6 plf Hor.R= 1.5 plf ------------ [MWFRS ASCE Perp/R++][OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R [y=11.1)[1008) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.61[ 08] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61[ 08] -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4)[1008] 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11[ 08] -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6)[1008] -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.11[1008] -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][1008] Brg.# 1 Ver.R= -7.6 plf Hor.R= 1.8 plf [MWFRS ASCE Perp/R+-)[OC 24.00)[DF 1.60)[NM Repetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R ( q-11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6)( O; 10 PLF @ 2.0 to 10 @ 4.0 (y=14.6)( W 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1)( 0; -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6;11( 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1111( 13 PLF @ 1.2 to 13 @ 2.6 [y=11.211100; Brq_# 1 Ver.R=- - -0_5 plf Hor.R= 1.8 p] (MWFRS ASCE Perp/R-+][OC 24.00)[DF - 1.60][NM Repetitive Factors Used: Yes -48 PLF @ 2.0 to -4B @ 3.8 R 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6)[ N 10 PLF @ 2.0 to 10 @ 4.0 (y=14.61[ 0; -13 PLF @ 0.2 to -13 @ 1.2 L [y=11.4][1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1][ 03 -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6][1( -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1)[1( -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][100; Brg.# 1 Ver.R= -20.7 plf Hor.R= -1.5 p] (MWFRS ASCE Perp/R--][OC 24.00)[DF 1.60][NM Repetitive Factors Used: Yes -48 PLF @ 2.0 to -48 @ 3.8 R [y=11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6)1 04 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6)[ O; 13 PLF 0.2 13 @ 0]•Z 1.2 L [y=11.4)[1( 10 PLF • • 10 @ 2.8 [y= 6.11[ O; • • -31 PLF 0.2 to 31 @ &.4 y•(#=11.6) (1( • • • 13 PLF 2.8 to 13 @ 3.8 R11.11[1( •• • 13 PLF 13 @ 2.6 [� 1.2][100; • • • • • Crg.# 1 Vor.R= •1.1•=0 -T2.6 plf Y0i jte • • 1.5 p] • • • • • ?MWFRS ASCE Pati++] [OC 24.0!!] DF 1.6a] (NM 11 • • • • • Reppetitiv Factois Used: •-11 PLF 2.0 to. -11 @ e 7.8 • • • • R [y=11.1)[1( •••• 10 PLF! 0.t to 10 @ CO 6)( O; • • • • • • 10 PLF @ •2. o• 10 @ gg 14!6][ N • • -13 PLF Q 0.1io. -13 @ I.�� [y=11.4](1( •• •• 10 PLF @•k2 too 10 @ iAa[x•6.1]( 0; . 11 PLF @ 0.2 to -11 @ 2.0 L [x11.61(1( • • • • • • • 13 PLF @ 21 to -13 @ 3.8 R•[y=11.11[1( • •-13 PLFi 1.2 40 -13 @ $j.frll.2](1COi Brg.# 1 Wio.W••0.4 plf Hor.R= -0.0 p) •••• :MWFRS ASCF•Papit j[OC 24.410E"OJ[NM 1) Repetitive Facbors.Used: Yes -11 PLF @ • t.0 td' -11 @ 3.8 R [y=11.1][1( 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61[ O; 10 PLF @ 2.0 to 10 @ 4.0 (y=14.6][ 0; 13 PLF @ 0.2 to 13 @ 1.2 L (y=11.4111( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.111 01. -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.61(1( 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1)[1( 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][100; Brg.# 1 Ver.R= 7.7 plf Hor.R= 0.0 p] [MWFRS ASCE Parl-+][OC 24.00][DF 1.60)(NM 1] Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R [y=11.11[1( 10 PLF @ 0.0 to 10 @ 2.0 [y=14.61[ N 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6)[ 01 -13 PLF @ 0.2 to -13 @ 1.2L [y=11.4)[1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1)[ O; -59 PLF @ 0.2 to -59 @ 2.0 L [y=11.6](1( -13 PLF @ 2.8 to -13 @ 3.B R [y=11.1][1( -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2](10 Brg.# 1 Ver.R= -33.9 plf Hor.R= -0.0 p) [MWFRS ASCE Parl--](OC 24 00](DF 1 60)[NM 1) Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R [y=11.1)[1( 10 PLF @ 0.0 to 10 @ 2.0 (y=14.61[ 01 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 0; 13 PLF @ 0.2 to 13 @ 1.2 L (y=11.41[1( 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11[ O; -59 PLF @ 0.2 to -59 @ 2.0 L [y=11.6)[1( 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][1( 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2)[100; Brg.# 1 Ver.R= -25.9 plf Hor.R= 0.0 plf IMWFRS ASCE PrpD/L+-)(OC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R [y=11.1)[1008] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6]( 01] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6]( 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](1008] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 0%] -11 PLF @ 0.2 to -11 @ 2.0 L (y=11.6)[1008] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1)(100%) 13 PLF @ 1.2 to 13 @ 2.6 (y=11.2)[1009] Brg.# 1 Ver.R= 18.9 plf Hor.R= -1.8 plf (MWFRS ASCE PrpD/L--](OC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -31 PLF @ 2.0 to -31 @ 3.8 R (y=11.1][10081 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 0%] 31 PLF @ 2.0 to 31 @ 4.0 (y=19.61[ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.9][1008] 20 PLF @ 1.2 to 20 @ 2.8 (y= 6.1][ 0%] -48 PLF @ 0.2 to -48 @ 2.0 L [y=11.6][1008] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1)[1008] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2) [100%] Brg.# 1 Ver.R= 5.8 plf Hor.R= 1.5 plf [MWFRS ASCE PrpD/R+-][OC 29 00][DF 1.60)[NM 11 Reppetitive Factors Used: Yes -11 PLF @ 2.0 to -11 @ 3.8 R (y=11.1](100%l 31 PLF @ 0.0 to 31 @ 2.0 1y=19.6)[ 0%] 31 PLF @ 2.0 to 31 @ 4.0 [y=19.61[ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.9][100%] 20 PLF @ 1.2 to 20 @ 2.8 [y- 6.11[ 0%] -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.6)(100%) 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1)[100%] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2)[100%] Brg.# I Ver.R= 18.9 plf Hor.R= 1.8 plf (MWFRS ASCE PrpD/R--][OC 24.00)[DF 1 60][NM 1) Reppetitive Factors Used: Yes -48 PLF @ 2.0 to -48 @ 3.8 R [y=11.1)[100%] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61( 0%] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6]1 01] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][100%] 20 PLF @ 1.2 to 20 @ 2.8 (yy= 6.1)[ 0%] -31 PLF @ 0.2 to -31 @ 2.0 L [y=11.61[100%] 13 PLF @ 2.8 to 13 @ 3.8 R (y=11.1][100%] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2)[100%] Brg.# 1 Ver.R= 5.8 plf Hor.R= -1.5 plf [PFRS ASCE PIID+-][OC 24.00][DF 1 60](NM 1) Repetitive Factors Used: Yes -I1 PLF @ 2.0 to -11 @ 3.8 R [y=11.1][100%] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.61[ 0%] 31 PLF @ 2.0 to 31 @ 4.0 (y=14.61[ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.9)[100%] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.11[ 0%] -11 PLF @ 0.2 to -11 @ 2.0 L [y=11.6][100%) 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1]1100%1 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][100%) Brg.# 1 Ver.R= 26.1 plf Hor.R= 0.0 plf ---------------- [MWFRS ASCE PrDl--](OC 24.001[DF 1.60)[NM 1] Repetitive Factors Used: Yes -59 PLF @ 2.0 to -59 @ 3.8 R [y=11.11[100%] 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6)1 0%] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61( 0%1 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](100%) 20 PLF @ 1.2 to 20 @ 2.8 (y= 6.1]( 0%) -59 PLF @ 0.2 to -59 @ 2.0 L [y=11.61[100%] 13 PLF @ 2.8 to 13 @ 3.8 R [y-11.11[100%1 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2)[100%) Brg.# 1 Ver.R= -7.5 plf Hor.R= 0.0 plf (C6C ASCE Wind Lt -+][OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1](100%] 10 PLF @ 0.0 to 10 @ 2.0 [y=19.6)[ 01] -13 PLF @ 0.2 to -13 @ 1.2 L (y=11.4)[100%] 10 PLF @ 2.0 to 10 @ 4.0 [y=14.6][ 0%) -183*PLF @ 0.2 to -183 @ 2.0 L [y=11.6](100%) 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.11[ 0%) -13 PLF @ 2.8 to -13 @ 3.8 R [p=11.1](1004) -13 PLF @ 1.2 to -13 @ 2.6 (y=11.2](1008) [C6C ASCE Wind Rt -+][DC 29 00](DF 1 60][NM 11 Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1]110081 10 PLF @ 0.0 to 10 @ 2.0 [y=19.6][ 0%] -13 PLF @ 0.2 to -13 @ 1.2 L (Y=11.41[10081 10 PLF @ 2.0 to 10 @ 4.0 [y=19.6][ 0%] -183 PLF @ 0.2 to -183 @ 2.0 L 1y=11.6](1008) 10 PLF @ 1.2 to 10 @ 2.8 [yy= 6.1][ 0%] -13 PLF @ 2.8 to -13 @ 3.8 R [y=11.1)[1008] -13 PLF @ 1.2 to -13 @ 2.6 [y=11.2][100%] (C6C ASCE Wind Lt --][OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][1008] 10 PLF @ 0.0 to 10 @ 2.0 1y=14.6]( 0%) 13 PLF @ 0.2 to 13 @ 1.2 L (y=11.4)(1008] 10 PLF @ 2.0 to 10 @ 4.0 (y=14.61( 0%) -183 PLF @ 0.2 to -183 @ 2.0 L (y=11.6](1008) 10 PLF @ 1.2 to 10 @ 2.8 [y= 6.1)( 0%) 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1](1008) 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2](100%] (C6C ASCE Wind Rt --][OC 29 00][DF 1.60][NM 1) Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1](100%) 10 PLF @ 0.0 to 10 @ 2.0 [y=14.6)[ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][100%) 10 PLF @ 2.0 to 10 @ 4.0 [y=14.61( 0%] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][100%) 10 PLF @ 1.2 to 10 @ 2.8 ly= 6.1][ 0%] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][100%) 13-PLF @- 1_2 to -13 @ 2_6-[y=11 21[100%) - - [C6C ASCE Wind Lt--D)[OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1)(100%] 31 PLF @ 0.0 to 31 @ 2.0 [y=19.61[ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4][100%] 31 PLF @ 2.0 to 31 @ 4.0 [y=14.61[ 0%] -183 PLF @ 0.2 to -183 @ 2.0 L [y 11.6](100%] 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1)[ 0%] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.1][100%] 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2](100%] [C6C ASCE Wind Rt--D)[OC 24.00)[DF 1.601[NM 11 Repetitive Factors Used: Yes -183 PLF @ 2.0 to -183 @ 3.8 R [y=11.1][100%) 31 PLF @ 0.0 to 31 @ 2.0 [y=14.6][ 0%] 13 PLF @ 0.2 to 13 @ 1.2 L [y=11.4](100%) 31 PLF @ 2.0 to 31 @ 4.0 [y=14.6]( 0%] -183 PLF @ 0.2 to -183 @ 2.0 L [y=11.6][100%) 20 PLF @ 1.2 to 20 @ 2.8 [y= 6.1][ 0%] 13 PLF @ 2.8 to 13 @ 3.8 R [y=11.111100%1 13 PLF @ 1.2 to 13 @ 2.6 [y=11.2][100%] -------------- •000.0 • • •0000•• •• • • • • 0000•• • 001•90 • 0000•• • 0000•• • • • 0000•• 0000•• • • • • • • • • 000• • •• 60•99 00.00• • 00• 0000• •t •• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • •0000• 00 0 0 000 • • • ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FI G. 1 REF BRACE RESTRAINT I COUPRESSION WEBS, TO PREVENT THIS 1 1 BEFORE AND AFTER FAILURE, �O 1 II 1 II BUCG. ILIBUCKLING.$ I OR RESTRAIN TH LATERALBRACING! II II II CONTINUOUS LATERAL BRACING I I (CLS) MAINTAINS SPACING, BUT USE METHOD SHOWN IN I P13tM17'3 LATERAL BUCIQING FIG. 2, 3A k 3B, OR w OF ALL REB MEMBERS AT ANOTHER STRUCTURALLY Via\ THE SAME TIME. SOUND METHOD SPECIFIED dr-lasrbl rvP ffw the tru- oo .�sa4 drip or — aLa�ira. T=blDi and 4 •ai. —p-.osenaM ede.e d 1Lfa eampae®t for ba11d1a1 BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 ANCHORAGE BY BUILDING, D I R (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB -). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT DBR - j ( ) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP k BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED. DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG. 3A EXAMPLE TRUSSES DIAGONAL BRACE R • AINT (jLl;l ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END ATI WALL - RESTRAINS LATERAL BRACING, THMMY PREVEN'T'ING REB BUCKLING. CLB CLB COMPRESSION WEB DHR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT SHEATHING COMPRESSION WEB, VI -SLOPING OR VERTI( OR WEB NEEDING BRACING. FIG. 3B 2X4 /3 OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF RID AND REPEATED AT APPRO)KMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEILENT. ATTACH TO WEBS WITH (2) 16d COMMON (0.162` X 3.6',MIN) NAILS. • —WA3X2f0'a ZIAD AND rO=W ALL NDTZ3 ON THIS Mn Tra.ea wwha «str— sora to felrfoaHea, Laedhey, aWppf.& J..t.DI g A hredM. Rder to ane fano. REF BRACE RESTRAINT I . (f. -U Compeaeet fi.t.t) po-I" a.. =4 ar tatet7 praoelor arts. to perforating11 lhe.a M.+{�. Pseesta AY PiaMa .fi nd aW DCffi. Vella noted priorfo eLnrd to rtop h..a fespory atte-had alr.ata:el %At &0 Law DATE 1/1/09 T NY pan -m a props" .U.&.d rldd : eaDfa=, to-aV.na sheen for p -r 1. lateral ra•tralat d ashe aball haw brae4i{ fnsl.Dad For DLL'A DRWG BRCLBANCO109 ..silos. C r 37. U. this Tal'• Cameral notes pato for » Ud-anotias. ••OMNTAN7- PUI= COPT O7 TM DY--= TO DISfA=THW CONTRJMX BuOdin Components Group Inc. 9 IFF !ulld� Catyoamt. Orsvp (i7RRftiK aLa2 set b Na far drriatlea frac Ihf. Aeolic. nq laDma L ba1N lLa frac Y oad.rawea eRi TPL er la5rinatlat. Laamly aLlppinA. y.tatHnR 7e Elm- w RR/H,R) nlr. A-1. 1p* plat. to aa.L fa.o ooffabpr4sa�K pedU.-d . ah.ra abase and r Jdat D.L n.. ua� Via\ • —WA3X2f0'a ZIAD AND rO=W ALL NDTZ3 ON THIS Mn Tra.ea wwha «str— sora to felrfoaHea, Laedhey, aWppf.& J..t.DI g A hredM. Rder to ane fano. REF BRACE RESTRAINT . (f. -U Compeaeet fi.t.t) po-I" a.. =4 ar tatet7 praoelor arts. to perforating11 lhe.a M.+{�. Pseesta AY PiaMa .fi nd aW DCffi. Vella noted priorfo eLnrd to rtop h..a fespory atte-had alr.ata:el %At &0 Law DATE 1/1/09 T NY pan -m a props" .U.&.d rldd : eaDfa=, to-aV.na sheen for p -r 1. lateral ra•tralat d ashe aball haw brae4i{ fnsl.Dad For DLL'A DRWG BRCLBANCO109 ..silos. C r 37. U. this Tal'• Cameral notes pato for » Ud-anotias. ••OMNTAN7- PUI= COPT O7 TM DY--= TO DISfA=THW CONTRJMX BuOdin Components Group Inc. 9 IFF !ulld� Catyoamt. Orsvp (i7RRftiK aLa2 set b Na far drriatlea frac Ihf. Aeolic. nq laDma L ba1N lLa frac Y oad.rawea eRi TPL er la5rinatlat. Laamly aLlppinA. y.tatHnR 7e hraeW of trans. RWDCO eo...eler plata are mad- of m/16/1601 (NIVNIK) ASTM AM pada 37/40/60 RR/H,R) nlr. A-1. 1p* plat. to aa.L fa.o ooffabpr4sa�K pedU.-d . ah.ra abase and r Jdat D.L n.. dr-lasrbl rvP ffw the tru- oo .�sa4 drip or — aLa�ira. T=blDi and 4 •ai. —p-.osenaM ede.e d 1Lfa eampae®t for ba11d1a1 sy .Bdi l the L th- rtma�p�ddtl2t7 of U. 7 'Ipf� AR47/Tlt 1 0w. 6 Earth City, M0 63045 1!f-1C0: ere tleLo(..m, ' e�e.tpieateom; ere.alKilztdu.tr7.eere: ]CC rmr.f.ua!••-rfi GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCST imide to Good Practice for Metal Plate Connected Wood Trusses for more detailed Information. Truss Design Drawings may specify locadons of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI-Bl Summary Sheet - Permanent RestraiatDracina of Chords & Web Members for more information. All other permanent bracing design Is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que idendfique la frecuencia o locali7aci6n de restricci6n lateral y arriostre diagonal temporales. Use las recomendadones de manejo, instalaci6n, restricci6n y arriostre temporal de IDS trusses. Vea el folleto BCSI Guia de Buena Pracbca para el Manejo. Instalad6n. Restriod6n y Amostre de los Trusses de Madera Conectados con Placas de Metal para informad6n mos detallada. Los dibujos de disefio de los trusses pueden especificar las localizadones de restricci6n lateral pernanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen BCSI-B3 - Restricd6n/Arriostre Permanente de Cuerdas y Miembros Secundarios para mos informaci6n. EI resto de los disenos de ariostres permanentes son la responsabilidad del Disenador del Edificio. i The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, levantamlento, instalaci6n, restricd6n y arrisotre inmrrecto puede ser la caida de la estructura o a6n peor, heridos o muertos. QBanding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y plains de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE70 0 Avoid lateral bending. — Evite la flexion lateral. 0 Use special care in windy weather or near power lines and airports. 0 The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. EI contratista bene la responsabilidad de redbir, descargar y almacenar adecuada- mente los trusses en la obra. A 1. If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI (-,tjidp to Good Practice for Hand] ing_Installing, -Restraining & Bracing gfl�lelal Plate Connected Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. Si Ins trusses estaran guardados horizon- talmente, ponga bloqueando de altura suficiente detras de la pila de los trusses. Para trusses guariados por mos de una semana, rubra los paquetes para prevenii aumento de humedad pero permita vend- laci6n. Vea el folleto SCSI Guia de Buena Practca para el Maneio. In5talari6n Restricd6o v Ar- riostres de los Trusses de Madera Conectados con Placas de Metal para informaci6n mos detallada sobre el manejo y almacenado de los trusses en area de trabajo. Utilice cuidado especial en Was ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss RfUse proper rig- Use equipo aprop!ado ging and hoisting para levantar e equipment. improvisar. Do not store No almacene unbraced bundles verdcalmente los upright. trusses sueltos. Do not store on • j No:lwactne e,! uneven ground! • • berm desiguab • • HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. QWarning! Don't overload the crane. iAdvertenda! iNo sobrecarga la gr6a! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use s6lo los empaques para levantar un paquete. No levante un grupo de empaques individuales. /}r A single lift point may be used for bundles u with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 lift points for bundles with trusses greater than 60'. Puede usar un solo lugar de levantar para paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para paquetes mos de 60 pies. Use por to menos tres puntos de levantar para paquetes mos de 60 pies. 0 Warning! Do not over load supportir structure with truss bundle. iAdvertenda! No sobrecargue la esti apoyada con el paquete de trusses. Place truss bundles in stable posiliol Puse paquetes de trusses en Una pc estable. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' "" Trusses 30' or t . or less, sup- r less, support at t port at peak. quarter points. Levante Levante de del Pico los los cuartos trusses de de tramo los 20 pies o F Trusses up to 20' > trusses de 30 1.4- Trusses up to R menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 !: HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVID ( j( Hold each truss in position with the erection equipment until top chord temporary lateral re is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de gr6a hasta que la restricci6n lateral tempos cuerda superior este instalado y el truss esta asegurado en los soportes. Q Waming! Using a single pick -point at the peak can damage the truss. iAdvertenda! EI use de un solo lugar para levantar en el pico puede hater da"no al truss. HOISTING RECOMMENDATIONS FOR SINGLE '__� TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Approx. 1/2 Wss length Tagline TRUSSES UP TO 30' _ reader bar TRUSSES HASTA 30 PIES Tos _T a -in Attach Locate Spreader bar 1o' o.o. Spreader bar 72 to above or slillback max. 713 Wss length I mid-heightTagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Spreader 314truss length I �- 3I4 Wss IengN �tl TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SORRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer • mmary Sheet - Truss Tn aliry Restraint/Bracing for • • • • •nor• information. • ••• • • • yea el r�sumen BCSI 82 - ResLriccion/ • • 1iiri-A&V Temporal y Instalad6n de los Trusses para mos informaci6n. I—( Locate ground braces for first truss directly in • • ✓ diw*vitl• jl•ows of top chord temporary lat- i, eAl restr: t (see table in the next column). • • CQloque As arnostres de tierra para el primer • try's dire:finente en linea con cada una de las filas de restricci6n lateral temporal de la cuerda superior (vea la table en la pr6xima columna). • •• • • • , O Do not walk on unbraced • • • • trusses. • • • � No [amine en trusses sueltos. i Top Chord Te Lateral Restn (TCTLR) 20 min. .g0^ Brace first tru securely befoi erection of ad trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACI6N DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). S) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de Berra. 3) Instate los pr6ximos cuatro trusses con restricci6n later -at temporal de miembro corto (vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). S) Instate arriostre diagonal para los pianos de los miembros secundarios para estable los primeros cinco trusses (vea abajo). 6'� Instate to restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses esjt p irlstalados. QRefer to BCSI B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracing for more information: Vea el resumen BCSI-62 - Instalad6n de Trusses y Arriostre Temporal para mayor informacio'n. RESTRAINT BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCI6N/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This re$traint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restricc16n y arriostre es para todo trusses excepto trusses de cuerdas paralelas yy 4x2. it TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lcjngitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* V o.c. max. 60 a 80 pies` 4 pies maximo Para informad6n sobre restricci6n/arriostre/refuerzo para armaz6n de hasdal vea el resumen BCSI-B3 - Re- stricd6n/Ardo5tre Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas y diagonales para Cada Miembros Secundarius. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS A LATERAL RESTRAINT & DIAGONAL BRACING Web Members ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL ' SON MUY Repeat diagonal braces for each set of 4 trusses. Bracing Chords IMPORTANTES! Diagonal Braces every 10 � truss spaces (20' max.) e 10'-15' max. Same spacing as • • • • • • • bottom chord Lateral Restraint Some chord �rtd web mgmtte�s� : not shown for •larity.• • • • • 3) BOTTOM CHORD — CUERDA INFERIOR —�A • • • • • • • Lateral Restraints - 2x4x12' or �� gl eater lapped over two trusses. • • • • Bottom ` - • • • • • chords �\ \ - 000 • • • 000 0 N�-• CI(F`;, Diagonal Brac:s eve:y *.0 10 truss spacgF (20'rrta6.) • • • • • • • • • • 10'-15' Some chord and webgi"nbPrs • • max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICC16N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 r Refer to BCSI-67 Diagonal Bracing summary Sheet 10' or 15"tom Repeat Diagonal Bracing Temomry & Per _��>� i, / every 15 truss Spaces (30') .anent Restraint/ Bra ing for Parallel Chord Trusses for � V more information. Veael> Apply Diagonal Brace to BCSI-B7 stric- vertical webs at end of d6n v Ard=rg ri cantilever and at bearing All Lateral Restraints Temporal v locations. lapped at least two trusses. Permanente de Trusses de Cuerdas `Top chord Temporary Lateral Restraint spacing shall be Paralelas para mas 10' o.c. max for 3x2 chords and 15' o.c. for 4x2 chords. informaci6n. =Consult a Professional Engineer for trusses longer than 60'. `Consulte a un ingeniero para trusses de mas de 60 pies. / Para informad6n sobre restricci6n/arriostre/refuerzo para armaz6n de hasdal vea el resumen BCSI-B3 - Re- stricd6n/Ardo5tre Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas y diagonales para Cada Miembros Secundarius. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS A LATERAL RESTRAINT & DIAGONAL BRACING Web Members ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL ' SON MUY Repeat diagonal braces for each set of 4 trusses. Bracing Chords IMPORTANTES! Diagonal Braces every 10 � truss spaces (20' max.) e 10'-15' max. Same spacing as • • • • • • • bottom chord Lateral Restraint Some chord �rtd web mgmtte�s� : not shown for •larity.• • • • • 3) BOTTOM CHORD — CUERDA INFERIOR —�A • • • • • • • Lateral Restraints - 2x4x12' or �� gl eater lapped over two trusses. • • • • Bottom ` - • • • • • chords �\ \ - 000 • • • 000 0 N�-• CI(F`;, Diagonal Brac:s eve:y *.0 10 truss spacgF (20'rrta6.) • • • • • • • • • • 10'-15' Some chord and webgi"nbPrs • • max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICC16N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 r Refer to BCSI-67 Diagonal Bracing summary Sheet 10' or 15"tom Repeat Diagonal Bracing Temomry & Per _��>� i, / every 15 truss Spaces (30') .anent Restraint/ Bra ing for Parallel Chord Trusses for � V more information. Veael> Apply Diagonal Brace to BCSI-B7 stric- vertical webs at end of d6n v Ard=rg ri cantilever and at bearing All Lateral Restraints Temporal v locations. lapped at least two trusses. Permanente de Trusses de Cuerdas `Top chord Temporary Lateral Restraint spacing shall be Paralelas para mas 10' o.c. max for 3x2 chords and 15' o.c. for 4x2 chords. informaci6n. INSTALLING - INSTALACI®N R1!J Tolerances for Cut -of -Plane. Tolerancias para Fuera-de-Plano. 0150 D (k.) rt� Max. bow [11 Length —�I ././ iO 1/4" 1' /1" Max Bow Len.•tt9th �� 1/2" 2' Max. Bow, � 3/4" 3' �-- Length 1" 4' c a r s a I Plumb Tolerances for I (bob 1-1/2" 6' Out -of -Plumb. 1-3/4" 7' Tolerandas para O/5o max - Fuera-de-Plomada. �� 2• >_8 Ya,ion In,�,e; Max. Truss Bow Length 3/4" 12.5' 7/8" 14.6' 1" 16.7' 1-1/8" 18.8' 1-1/4" 20.8' 1-31W 22.9' 1-1/2" 25.0' 1-3/4" 29.2' 2" 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la constmcci6n hasty que todas las restric- Material dones laterales y los arriostres esten colocados en forma apropiada y Segura. Gypsum Boa d ®Do not exceed maximum stack heights. Refer to @CSI 4 c mmary cf t - Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el res6men BCSI-134 Carga de Construcci6n para mayor informad6n. inz� 4az:� Plywood or OSB Asphalt Shingles Concrete Block Clay Tile Height 12" 16" 2 bundles 3.4 tiles high 4 ®Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuates. Never stack materials near a peak. Nunca amontone material cerca del pito. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. r7I Position loads over load bearing walls. 1") Coloque las cargas sobre las paredes soportantes. Truss bracing not ALTERATIONS — ALTERACIONES sham for clarity. 0 Refer to SCSI -B5 Summary Sheet Truss Damage Jobsite Modifir tigaS a Installation Errorc. Vea el resumen BCSI-B5 Dahos cle trusses. Da—osMoclifiodQne5 ca la nhr v Frmres de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningun miembro estructural de los trusses, a menus que este especificamente permitido en el dibujo del diseno del truss. ..//t� ••� TrVej R1at have been overloaded during construction or altered without the Truss Manufacturer. 0 pnpr 2Vproval may render the Truss Manufacturer's limited warranty null and void. �rysses gte- se han sobrecargado durante la construcci6n o han sido alterados sin una autorizaci61 • provia•1•I Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do an any given project. If the Contractor believes it needs assistance in some aspect of the construction project, d should seek assistance from a competent party. The methods and procedures outlined A AiPdocdlnlRrt•ire intended re ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recoRlmendatiRa for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel i4olved wiA truss design, manufacture and installation, but must, due to the nature of responsibilities Involved, be presented onlpas a G&DE for u% by a qualified Binding Designer or Contractor. R is not intended that these remmmendations be interpreted as superior to RiLiuildln cAsigner's design specification for handling, installing, restraining and bracing trusses and it does not predude the e of.therequivaleRmethods for restraining/bracing and providing stability for the walls, columns, Boors, roofs and all the interrelated structural building components; as determined by the Contractor Thus, WrZA and TPI expressly disclaim any responsibility for damages using from the use, application, or reliance on the recommendations and information contained herein. • • • • NTEA- 0• • • ��"M°o„,"o.,""°"'" TRUSS PLATE INSTITUTE • tAbO L•d rprise Lane • Madison, WI 53719 21.8 N. Lee St, Ste. 312 • Alexandira, VA 22314 • • • 608/2* -4849 • www.sbandustry.com 703/683-1010 • www.tpinst.org B1 WARNl IX17 2006111 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T -BRACING OR T—BRACE L -BRACING: OR L—BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE • L—BIRACE 0000•• SCAB BRACING: •• 0000•• APPLY SCAB(S) TO WIDE FACE OF WEB. *so;** • • NO MORE THAN (1) SCAB PER FACE. F7• ATTACH WITH 10d BOX OR GUN...... • • • (0.128"x 3.",MIN) NAILS. 0000 0 0• • • • AT 8" O.C. 00.000 • ••• • BRACE IS A MINIMUM 00* • • • 80% OF WEB MEMBER LENGTH 0• •• •• • • 000• • SCAB 1lRA0C£ 0000•• 00.6 • •••• III 5 -moo q Mata t, rmwr xt W= ONTm 1111=71 _wAlat raaatra atr®. earn ht hbrsoa old"",,, �a .,e �.,M, lWar t..•e loll,. a= cbwmt a Cemp-..t lar.t mfar U.., br TPI and V=) far -Wy praetseaa patar to pW I th.e. tumatla— ta.t.n— �^ � Uml— sated ath—Ima. tap ab -4 .haD fun b atlaeh.d otroatm.l boHem .h.D tan a lropwly altaahed webs bA" 3.1". pain'�`eatsj mat.pw I �m. e bdormmaum b' ' le.i1.a U a. xg TC LL PSF TC DL PSF BC DL PSF REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 Building Components Group Inc. «omovur« rum= rnpr or Ttm fma To ntTratu=m ootrrutnux rR 1d1dbc Cpmooto Ola.p L.. 0T18C0) .h.D aet b. b1.'for dwfattaa nem tbf. da.lp, ear raDura L ba'�d tba t u to eoctaeuna..ttk WL •r labrbatla�, Laedlina, abippt S. birtallfa� • tr.dy d to . M= aeaaaow ptmtr .ra mmde of 10/18/16U (IrAMI,p AM Ad61 p■da 37/e0/60 BC LL PSF TOT, LD. PSF "/H.) f�amhIr. rlW. A" *t. to -ah 1— d bum po.ltl ..d u ab•n abnn mad m Joint Molls.A mW on thlm &m. or a gym tndlaate. mes.ytaaem mad R¢faemiaaml mellaaorly nmpnadtmlt7 aataU for the frac aampaaaat 6,wp .bora. The .okabDltr mad nme d flea aampmat tar mar bofldlnl b th, Minty d the !n1 D=t- par iter 3 See. 1. DUR. FAC. SPACING Eadh Cly, MO 63045 r'i�"`—awr:.'.hebol.'` t` ....tpem.l.eem: L. .r.abetndvtrr...w )CC` . .teaada.nrg III Valley Detail - ASCE 7-10i 180 mph, 30' Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better, �1 r0 Attach each valley to every supporting truss with, 560# connection or with (1) ITWBCG HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph, 30' Mean Height, Part, Enc, Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 160 mph. 30' Mean Height, Part, Enc, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Cut from 2x6 or larger as req'd 11 4-0-0 12 12 Max, (— W2X4 W2X4 W2X4 I- B-0-0 -� 12 4X4 12 Max. � WiX3 6-0- W1X3 (Max Sp, _ W1X3 W5X4/SPLLI ,4 W1X3 WIX3 Mean Height, Partially Enclosed, Exp, C, Kzt=1,00 Unless specified on engineer's sealed design, apply 1x4 'T' brace, 80% length of web, same species and SRB grade or better, attached with Sd box (0,113' x 2.5') nails at 6' o,c„ or continuous lateral bracing, equally spaced, for vertical valley webs greater than 7'-9'. For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of web, sane species and SIRE grade or better, attached with 8d box (0.113' x 2,5') nails 2 6' o,c, Top chord of truss beneath valley set Must be braced with) properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on Engineer's sealed design, Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design, www Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', • 0000.. 0000.. Bottom chord may be square or pitched cut*tas*s;own .• W20000 :6••W4X4 .... . .:. ... 0000.. Valley0000 Spacing• 0000 000000 0... 0000 \cr• Pitched Cut Square Cut Stubbed llL-y: D�i one, HI •••• Bottom Chord Bottom Chord End Detail..... Jolnet Detall . Valley Valley . . . . 0000.. 0 40•r / . . .. • 6060. or m n T t 2 o0 ,: IVC 11E V S t cA b4 W2X4 °G M Common TI usses I Partlal Framing nt 24' o,c, Plan TC LL 30 30 40PSF REF TC DL 20 15 7 PSF DATE BC DL 10 10 10 PSF DRWG BC LL 0 0 0 PSF TOT, LD, 60 55 57PSF DURIAC.1.25/ 1.33 1.15 1.15 SPACING 24,0' VALLEY DETAIL 2/16/12 VAL180100212 — 20-0-0 (++) Supporting trusses at 24' o,c, maximum spacing. ewVARMNGIss READ AND rOLLOV ALL NOTES ON THIS DRAVINGI swIHPORTANTws fURNiSH TMS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, sh1ppN, Installing and braclro Refer to and follow the ITYUnless latest edtion of XSI (3ulrlrp Co gement Safety Inffornetion, by TPI and VTCA) for safety ppractices prior to performing these functions, Installers shell provide temporaryy braclnp per HCSL noted otherwlse, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid celing. Locations shown for permanent lateral restraint of rebs ,hall have bracing Installed ➢CSI sections 73, D7 or 310, as applicable. Apply to per plate, each face of truss and position as shorn above and on the Joint Details, unless nootherrlse. Bullding Components Group Inc. Refer to drawings 16CA-Z for standard plate pasltlans. ITV DiJldkp Components Group Inc. shall not be responsible for any devlatIon from this drawing, any falure to hold the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation i bracing of trusses. A ..at on this drawlno or cover page listing this drawing Indcates acceptance of professional —gine-ftresponsWity solely for the deslon shown The suitability and uce of this drawing for any structure is the responsibility of the IkAdng Designer per ANSI/TPI 1 Sect. Earth City, MO 63045 for more Information see this Job's general notes page and these web sltem ITV)CCv wwJtwbcg.cam) TPD ww,t*st.org) VTCN ww.sbcirdustry,org) ICC, www.iccsafe.wg M Common TI usses I Partlal Framing nt 24' o,c, Plan TC LL 30 30 40PSF REF TC DL 20 15 7 PSF DATE BC DL 10 10 10 PSF DRWG BC LL 0 0 0 PSF TOT, LD, 60 55 57PSF DURIAC.1.25/ 1.33 1.15 1.15 SPACING 24,0' VALLEY DETAIL 2/16/12 VAL180100212 NOTES: STEPDOWN HIP CORNER SET DETAIL CORNER JACKS 2'-0" 2'-0" 2'-0" 2'-0" 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 ** (3) 16d (0.162"x3.5") TOE—NAILS (2) 16d (0.162"x3.5") TOE—NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE—NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# W W • • O .... % • 0.�.... iNFA.Ze VARY • • • • • • n • • CJ1 CJ3 TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN: `rTMM7Qe+ READ AIm FOUDT ALL NOM ON ?20 am" 11va'ee regalro ezlr®e oars Sa tebrleallag, haadllag, 'hiypfng, lastal}fag end brnatng. Refer to and follow IiCd1 (RaIIding Comyaneat Defet7 Iafermatlon, by TP7 and TTCA) !or 'efet7 yraetlees yrlor to perlorming these taaettens. 7nrtenen aheD prurlde temyerary brnatag per nGRi. Ualnr anted otherwLe, tep sherd sball lure yrroaartr etlaabed struatttral paaeL sad bottom chord shelf hers a y»pery attaohad d aelling, Ieaa shores far permanent latent rertraint et web. then bare breetng fntlaned per retlens >39 C Nf. Eee fh3e jeh'a general not page for nuns taformatlan. _WWANT" run= COPY OF TIM DWIGN TO DWAIIATION CONTRICTOY. TfM j=Cm Gt Ina. (nTDCO) 'hen net ba tr.peadWe for to) dsvlatlm !nom thL dselg=y any !Wore to bn71d the tsar in eonfoemsaae with TPL or fabrleettnr, Laadun� ahlyPln�. Installlns a brewing of truss'. 77wDCO oanneeter ylatas e» made o! m/SD/IfIOA (T,9/B/!h 187E dD6� grade DT/40/d0 gall. A -L Apply pLt« to sash fine of trust, pesltlmed u abewa above and m Iolat netalL. A seal ea this drewfnE or noses page !adient., em pt.,w and prolnetmel eaglaenrtng resyoasibntty aolnly for the tmoo oempment design shown. The outtabAtty and use of this oomponmt for any bullding v lbn rpmafMltty e! the Datldfng Designer pr 1N91'/TPf 1 Seo. Z DCO: wrrltwl>og.aom; wrw.tpfast.aem; y7't'.A. wwv.'bolndestry.oam: ICC: www.foaads.org HIP HIP GIRDER CJ5 CJ3 JQG ��Q cf) U Q CJ1 z .,... .• ;.� w JACK. . . . U U U W CORNER JACKS 2'-0" 2'-0" 2'-0" 2'-0" 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 ** (3) 16d (0.162"x3.5") TOE—NAILS (2) 16d (0.162"x3.5") TOE—NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE—NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# W W • • O .... % • 0.�.... iNFA.Ze VARY • • • • • • n • • CJ1 CJ3 TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN: `rTMM7Qe+ READ AIm FOUDT ALL NOM ON ?20 am" 11va'ee regalro ezlr®e oars Sa tebrleallag, haadllag, 'hiypfng, lastal}fag end brnatng. Refer to and follow IiCd1 (RaIIding Comyaneat Defet7 Iafermatlon, by TP7 and TTCA) !or 'efet7 yraetlees yrlor to perlorming these taaettens. 7nrtenen aheD prurlde temyerary brnatag per nGRi. Ualnr anted otherwLe, tep sherd sball lure yrroaartr etlaabed struatttral paaeL sad bottom chord shelf hers a y»pery attaohad d aelling, Ieaa shores far permanent latent rertraint et web. then bare breetng fntlaned per retlens >39 C Nf. Eee fh3e jeh'a general not page for nuns taformatlan. _WWANT" run= COPY OF TIM DWIGN TO DWAIIATION CONTRICTOY. TfM j=Cm Gt Ina. (nTDCO) 'hen net ba tr.peadWe for to) dsvlatlm !nom thL dselg=y any !Wore to bn71d the tsar in eonfoemsaae with TPL or fabrleettnr, Laadun� ahlyPln�. Installlns a brewing of truss'. 77wDCO oanneeter ylatas e» made o! m/SD/IfIOA (T,9/B/!h 187E dD6� grade DT/40/d0 gall. A -L Apply pLt« to sash fine of trust, pesltlmed u abewa above and m Iolat netalL. A seal ea this drewfnE or noses page !adient., em pt.,w and prolnetmel eaglaenrtng resyoasibntty aolnly for the tmoo oempment design shown. The outtabAtty and use of this oomponmt for any bullding v lbn rpmafMltty e! the Datldfng Designer pr 1N91'/TPf 1 Seo. Z DCO: wrrltwl>og.aom; wrw.tpfast.aem; y7't'.A. wwv.'bolndestry.oam: ICC: www.foaads.org HIP END JACK TC LL 20-30 PSF REF TC DL 7-20 PSF DATE BC DL — PSF DRWG BC LL 10.00 PSF TOT. LD. 37-55 PSF DUR. FAC. 1.25 SPACING 2-0-0 3/21/12 STEPDOWN HIP ....2x15 .,... .• ;.� JACK. . . . ...... END JACK TC LL 20-30 PSF REF TC DL 7-20 PSF DATE BC DL — PSF DRWG BC LL 10.00 PSF TOT. LD. 37-55 PSF DUR. FAC. 1.25 SPACING 2-0-0 3/21/12 STEPDOWN HIP A + C Components Group j j _ Y7L/� 1-!/2 Fy,`21iS iz ✓_1�3'-+ Southern Pirie Q.S5 Specific Gravity) PRODUCT CODE Pnew CDOf SUPPORM 6tBiBt�i - PROI)m GAUi�E EdAliC>a;MERS!(kt.. ` i s(fl ivn:1 OVEM iYIDTH . H$&1ii i18'TH - oommgi Am TYPE FAS HSIS.-.. .. - JET J015T MOM. JOtSi Sm MY MY ll iOWAUEDOSbfWM LWIS tOAI}:OURl►RQS.FAGiF3R _ �:.. 1.15'. 125 1 E'::. AL D13 Ulf UPWARD Lail L�ftD DURUM FACTOR _ . ' `1 ifs .. 7?5 . i 6 AH026 11/2 18 19(16 5112 2314 0.148'X1.5' 8 0.1625x3.5' 24 3350 3350 3350 3350 1025 1175 1280 IN.. AHU28 11/2 18 19/16 6112 774 0.148'x1.S' 12 0.162'0.5' 24 3655 4095 4250 4375 1535 1765 1915 2061 AHU210 1 112 18 19116 8 112 2 344 0.148'x1.5' 16 0.162'x3.5` 24 3655 4200 4565 5505 2045 2350 2555 3271 AHU26-2 3 18 37116 51/2 2 314 0.148"x3-0" 8 0.162'x3.5' 24 3350 3350 3350 3350 1025 1175 1280 130 AHU28-2 3 18 37/16 51/2 23/4 0.148'x3.0' 8 0.16210.5' 24 3655 4200 4375 437S 1535 1765 1 1915 2061 AMM 9-2 3 18 37/16 51/2 23/4 0.148'x3.0' 8 0.162'x3.5' 24 3655 4200 4565 5845 2045 2350 2555 13271 AHU46 31/2 18 39/16 51/2 23/4 0.148X3.0' 8 0.162`aS* 24 3350 3350 3350 3350 1025 1175 12M 130. AHU48 31/2 18 39/16 51/2 2314 0.148'x3.0' 8 0.162`x3-5' 24 3655 4200 4375 4375 1535 1765 1915 2061 AHU410 31/2 18 39/16 51/2 2 314 0.148'x3.0' 8 0.162'115' 24 36$5 4200 4565 5845 2045 2350 2555 3271 _ Y7L/� 1-!/2 Fy,`21iS iz ✓_1�3'-+ Southern Pine (0.55 Specific Gravity) PRODUCT CODE SUPPORTED MEMBER PRODUCT GAUGE HANGER DIMENSUWN GOMMON NAIL TYPE FAS�S GEAR OvERRAL OVERALL JOIST HEADER WIDTH HEIGHT DEPTH (m) (In) Cln) S12E QTY SLEE QTY ALLOWABLE DOWNWARD LOADS LOAD DURATION FACTOR 1 1.15 125 1.6 ALLOWABLE UPWARD LOADS LOAD DURATION FACTOR 1 1.15 125 1.6 AGUS26 1 112 Y2 15/8 57116 4114 0.148"x1.5' 24 0.762`x3-5' 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28 11/2 12 1 5/8 615116 4114 0.148'x1.5' 30 0.152')3. 40 6565 7410 7410 7410 3485 3485 3-".85 3485 AGUS210 11/2 12 1 5/8 815116 4 1/4 6-148'X1.5' 38 0.162'x33.5' M 8210 886S 8865 8865 5035 5035 5035 5035 AGUS212 11.12 12 1 5/8 10 15/16 4 114 0.148'x1.5' 46 0.16TX3.5' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS26 2 3 12 3 1/8 5 7/16 41/4 0-148---3-0- 24 0.162`_ 30 4925 5035 X35 5035 2700 2700 Z7Cn7 2700 AG(f528 2 3 12 3 118 615!16 41/4 0.1485x3.0' 30 0.152`�i_� 40 6565 7410 7410 7410 3485 3485 3485 3485 AGDS210-2 3 12 31/8 815/16 41/4 0.148-aO- 38 0.16253.5' 50 8210 8865 8865 8865 5035 5035 5035 5035 AGUS212--2 3 12 3 1/8 10 15/16 41/4 0.14853.0' 46 0.162%3-- 60 9240 9240 9240 9240 6455 6475 6475 6475 AeUS26-2T 3 12 3 7116 57116 4114 0.148'x3.0' 24 0-7625'3.5' 30 4925 5035 59935 5035 27M 21-0 2700 2700 AGUS28-21 3 12 3 7/16 615/16 41/4 0.148`x3.0' 30 0-162'x3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-217 3 12 3 7116 815/16 41/4 0.148-x 3.0' 38 0.162'x3.5' 50 8210 8865 8865 8865 5035 5035 5035 5035 AGUS212 2T 3 12 3 7116 YO 15/16 41/4 0.14853.0' 46 0.162'x3.5' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS46 3112 12 3 518 5 7/16 41/4 0.148X3.0' 24 0.162-x&5` 30 4925 5035 5035 1 5035 2700 2700 1 2700 2700 AGUS48 31/2 12 1 3 5/8 615116 41/4 0.148'-.6-0' 30 0.1525x3.5' 40 6555 7410 7410 7410 3485 3485 3485 3485 AGUS4S41D 31/2 12 3 518 8 15116 41/4 0.148X3.0' 38 0.16253.5' 50 8210 8865 8865 8865 5035 5035 5935 5035 AGUS412 31/2 12 3 5/8 1015116 41/4 0_148`:6.0' 46 0.162'X3-5' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS26-3 4112 12 4 518 57116 41/4 0 748'X3-0' 24 0.162X3-5' 30 4925 5035 5035 M35 2700 2700 2700 2700 AGUS28-3 41/2 12 4 5/8 615116 41/4 0.148'x3_D' 30 0.162'13-5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUMO-3 41/2 12 4 5/8 815/16 41/4 0.148'x3D` 38 0.162`X3-5' 50 8210 8865 8W5 1 8865 5035 1 5035 5035 5035 AGUS212-3 41/2 12 1 4 5/8 1075/16 41/4 0.148'X3.0' 46 0.162'X3_ 60 9240 9240 9240 9240 6455 1 6475 6475 6475 AGU32G-3T 4112 12 5 1 57116 1 4 114 0.148X3.0' 24 0.162'X33.5' 30 4925 5035 5035 5035 2700 2700 2700 2700 AGU528-3T 41/2 12 5 6 15!16 41/4 0.148'3.0' 30 0:162X3.5' 40 6565 7410 7410 7410 3485 3485 3485 34.185 AGUS210-3T 1 41/2 12 5 315/1G 4114 0-]48x3.0' 38 0.162535' 50 8210 8WS 8865 8855 5035 5035 5035 5035 AGUS212-31 4 Y/2 12 5 10 75/16 1 41/4 1 0.148'x30' 46 0-162`:3.5' 60 9240 9240 9240 9240 6455 6475 6475 6475 _ Y7L/� 1-!/2 Fy,`21iS iz ✓_1�3'-+ ;2 1' 1= ;e .�_-'�i h 1: I V ik# \> ; ' 7 J-- G E.�'ON-S F'tisU 10N E _'J�ti1`TL i� u 4� • • • • • • ti • • • • • o 5" I.. • • 1 1 Z" 41_ AGUS Z9 -3i Pi t a_. a�z��` �`O,: Z3.. 4 ,.,..j 0 6Aji0lJ26 Goo a Goo M6 --laid L t -='"K -`i3._ - --v..._.."`- ,�-;-•� Y iP' RJF - v'*EI��T ZE:.y �"a'��ca_"�'.. _z.- .• • • • • • • • • • • (1'tr..RE�`e '4�, -- rt - �. f` i'r'.. :.- - -�� j �G.�.tT-.-"✓.fir � :: _ .. ..�- .:: _ _ _ c �..-..... �`( � � -.,.`�". 7 -_...moi .�iapca htahmas Cary. - - u39-=� - _ _ �=�E v.. �..-K, i1 v ESG± `I-�� .:.5 � Ei� IC ..�! `.il`�+i:s=..1'il Ji(C�'^£_- -. ='. 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