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RC-16-433 E a ,, Miami Shores Village PBtm}f 7y 4It 18M trlu�'tl R 10050 N.E.2nd Avenue NE it yl$fk+vlasSf�catl3:�4 )t�ti�4terat)t�ti ��.., Miami Shores,FL 33138 0000 P, rmIT SfetuS`APPROVED Phone: (305)795-2204 o • -.. F R"� Expiration: 1 /10/2 16 Issue pate:41'1312016 Project Address Parcel Number Applicant 1086 NE 96 Street 1132060143480 Miami Shores, FL Block: Lot: ANA ROJAS Owner Information Address Phone Cell ANA ROJAS 1086 NE 96 Street MIAMI SHORES FL 33138-2552 Contractor(s) Phone Cell Phone $ 60,000.00 Valuation: CUSTOM TEN INC (305)932-3299 ....... _. ....... _,..... Total Sq Feet: 128 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Drywall Type of Construction:REMODEL OF FAMILY ROOM AND Occupancy:Single Family Miscellaneous Stories:1 Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms:3 Bathrooms:2 Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Columns Bond Return: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Contractors Bond $500.00 Fill Cells Columns CCF $36.00 Invoice# RC-2-16-58716 Wire Lathe CO/CC Fee $50.00 02/17/2016 Check#:4017 $200.00 $2,557.00 Review Structural DBPR Fee $27.00 04/13/2016 Credit Card $2,557.00 $0.00 Review Structural DCA Fee $27.00 Bond#:3053 Review Electrical Education Surcharge $12.00 Review Electrical Notary Fee $5.00 Review Planning Permit Fee $1,600.00 F.Termite Letter Plan Review Fee(Engineer) $120.00 F.Elevation Certificate Pian Review Fee(Engineer) $120.00 Review Planning Scanning Fee $12.00 Review Mechanical Technology Fee $46.00 Review Building Total: $2,757.00 Review Building Declaration of Use Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting,this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatiWco that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam o the work stated. April 13, 2016 Authorized Signature:Owner / Applicant / ntractor Y1 lAgent Date April 13,2016 1 '�{m & R04' "33 Miami Shores Village PeiT»11 i y + SIt#nlalt>nS�tCtiOn �. 10050 N.E.2nd Avenue NE � � . "ork CiafiQra;AaitiQnrAlteratior�= Miami Shores,FL 3313&0000 Peimtt Status.APPROVED Phone: (305)795-2204 f 0441201 Ex iration: 10/10/2016 v,: x Project Address Parcel Number Applicant 1086 NE 96 Street 1132060143480 ANA ROJAS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ANA ROJAS 1086 NE 96 Street MIAMI SHORES FL 33138-2552 Contractor(s) Phone Cell Phone $ 60,000.00 Valuation: CUSTOM TEN INC (305)932-3299 Total Sq Feet: 128 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Drywall Type of Construction:REMODEL OF FAMILY ROOM AND Occupancy:Single Family Miscellaneous Stories:1 Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms:3 Bathrooms:2 Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Columns Bond Return: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Contractors Bond $500.00 Fill Cells Columns CCF $36.00 Invoice# RC-2-16-58716 Wire Lathe CO/CC Fee $50.00 02/17/2016 Check#:4017 $200.00 $2,557.00 Review Structural DBPR Fee $27.00 04/13/2016 Credit Card $2,557.00 $0.00 Review Structural DCA Fee $27.00 Bond#:3053 Review Electrical Education Surcharge $12.00 Review Electrical Notary Fee $5.00 Review Planning Permit Fee $1,600.00 F.Termite Letter Plan Review Fee(Engineer) $120.00 F.Elevation Certificate Plan Review Fee(Engineer) $120.00 Review Planning Scanning Fee $12.00 Review Mechanical Technology Fee $48.00 Review Building Total: $2,757.00 Review Building Declaration of Use Review Plumbing Building Department Copy April 13,2016 2 Miami Shores Village _ � J SEB 17 2016 3 I Building Department I1 ��. n 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 !L-1 . �47 T BUILDING master Permit N0 j_ � PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL OPUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �y CONTRACTOR DRAWINGS JOB ADDRESS: l 0 �6 lV' L 6 S1 City: Miami Shores County: Miami Dade zip: 33138' Folio/Parcel#: / l— 3,2-06 0/ 'f 3 VS-0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: //Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):,,/l " P, iUl�f Phone#: 3 Ol-,215 Address: 10 r6 /Vf 96 J 7' City: l i I M .Slrel State: rz- Zip: 93/.3S- Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 1/�f�oh Te I- T�- C Phone#: 3 as ` Address: /`� �/ yi y City: / ' / 4 ki State: G Zip: 331 7f Qualifier Name: gal/4 cls Phone#: 3 �7 Z, -5 Z- 9 T State Certification or Registration#: C 6 C Z S(2 E 950 Certificate of Competency#: DESIGNER:Architect/Engineer: /`TRIG Phone#: Address: City: State: Zi Value of Work for this Permit:$i CO, Cq o U �--J Square/Linear Footage of Work: 9 .2 Type of Work: ❑ Addition KL Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Works 1 EA4aDEL a /Zooms { �AA4qj5 /�� Specify color of color thru tile: Submittal Fee$ (► p� Permit Fee$ d ' Q CCF$ �e CO/CC$ � Scanning Fee$ (oZ 'CD Radon Fee$ ��' DBPR$ ®�� ISO Notary$ d Technology Fee$ Training/Education Fee$ t c),-C� Double Fee$PP`` Structural Reviews$ ( `�> Bond$ V TOTAL FEE NOW DUE$ ;;t/ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 L- " Signature OWNER or AGENT CONTRA OR The foregoing instrument was acknowledged before me this The foregoin - strument was acknowledged before me this I day of �11�L�rUQr lJp ,20 1 (a by /--3day of_ �� 20 /�� by ��a(rQa I-14-d12G1QS who is personally known to �Ol CO ,��Z ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Angela Ospina Print: �•�"°�o,'.'•,� /�nggln G pjgg Print: e. Seal: =2�SC0M111SSI0NiPEEB70820 EXPIRES: FEB.03,2017 Seal Joanna m Notary Public State of Florida ' WWW.AARONNoTARY.com . .Joanna M Feliciano F: �* My Commission FF 082753 a nth:® EX(.+ire801l12l2078 APPROVED BY Plans Examiner C ° < Zoning Structural Review Clerk (Revised02/24/2014) 100-50 N, SECOND AVE OR MIAMI SHORES, FLORIDA 33138 23,'�2 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACC>V/ST[>. A)CP DEVELOPMENT ORDE File Number: PZ-|O'|5-20|5Zl6 Pmmpert�Addresm: 1086 NBA6mStreet PmmpertyOvvnmm/Applicmmc Ana Rojas Address: \U86NEgOmStreet Agent: Mark Cmmpbe|| Address: J73Y4E92"aStreet, Miami Shores, FL33l]8 \Vbcrewo,the applicant Ana Rojas(Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. 'yand VlnfAppendix AZoning, See.400Schedule ofRegulations and Sec.6O0. Site plan review and approval required. One story addition.Garage conversion and addition. Whereas, u public hearing was held on November 12, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: l. The application was made in manner consistent with the requirements ofthe Land Development Code ofMiami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements wfthe Land Development Code. The Board m:gwincs that all further development of the property obu|| be performed in w manner consistent with the site plan,drawings, and the conditions agreed upon at the hearing: I) Approval is granted as shown on the plans submitted and inade a part of this approval toconvert u3l2sfattached garage toubathroom, laundry room and storage. 2) The applicant tumaintain 2 legal parking spaces onthe plot. 3) The site obu|l not drain onto neighboring properties or any rights-of-way. The plot shall provide storm drainage that detains the first one inch in oa1unn| or filtered structural facilities. The applicant is responsible for any site modifications that become ucccooury to maintain otunn drainage on-site that detains the first one inch in natural or filtered structural /aui|idcm. The Building Official may require uu urobdcut mrengin*er`a drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work cornmencing on site. The installation of structures on site uocontrol drainage ahu|| require Planning and Zoning Board review Page | o[2 and approval. Modifications to the drainage plan approved by the building official shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. Applicant to obtain all required building permits before beginning work. 4) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 5) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti- tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 7) Ground cover shall comply with the provisions Division 17 of Appendix A. Village of Miami Shores Code of Ordinances, artificial turf and rock of any kind is specifically prohibited. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one(1)year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 12'" day of November, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis No Mr. Busta Yes Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Yes Date ichM. Fernandez ,Chairman, Planning Board Pave 2 of ~ (-133 A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ` J — ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE POOF PROBLEMS??? IN ACCORDANCE WITH METRO-DADE BUILDING CODEC MP IANCE TAS No. 106 14 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION r— 1 Owner's Name: �0ermit V F " l q l Job Address: Roofing Contractor:ZL �L�r Type of Tiler v Date installed: Approximate Roof Height: feet Roof Pitch: z Type of Access to Roof. Scaff Ids Ladder Other Approximate Square Footage of Roof: ;• 02 ft 2 Required Testing Force:35 lbs. Testing Equipment: F.G.E. 100 Date Tested: �3 ZY]` ST LOCATION UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 26 51 76 101 126 2 27 52 77 102'- 127 3 28 53 78 103 128 4 29 1 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 1 38 63 88 113 138 14 39 64 89 114 139 40 5 90 115 140 16 m 41 91 $ 116 141 17 42 92 117 142 18 43 93 118 143 19 44 4 119 144 20 45 120 145 21 46 71 96 121 146 22 90 47 97 " 122 147 23 48 ° n 98 123 148 24 49 74 99 124 .149 25 050 75 p 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS. THIS REPORT SUBMITTED Jose A.Martinez P.E.#031509 A-1 CONSULTING N NC. Lab. Certifica 0 -0306.03 Renews:01-1224.05 4383 S.W.70th Ct, Miami, Florida 33155 • Telephone(305)740-9550 - Fax (305)740-9550 ENGLISH: Cell (305) 609-6388 •SPANISH: Cell (305)498-9804 A-1 CONSULTING ENGINEERS INC.. ROOF STIUICTUTRESCONSULMIG 1TLIFF TEST EXPERTS L. CERTIFICATION No.01-1224-5 4383 SW 70 CT, XUAMI FL. 33155 TE1.305-74- 0-9550 F-AX.305-740--9550 Owner's name: Permit#: job address: 10186 NE 96 ST MIAMI SHORES FL Roofing contractor: " HIGH PMT ROOFING Type of tile: - VEREA S Date installed: Approximate roof height: 13 feet Roof pitch: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate -square footage of roof: 6,00 ft2 Required testing force: 35 lbs Date tested: 08/03/2016 Number of tests: 14 SKETCH OF ROOF 14 13 4 1,N. 10 14 5 1 7 3 E Reviced: ASH Date: 0,8,103/2016 P� 1 �p1 a d a May 20, 2016 ) C �� Miami Shores Village Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attn: Building Official Re: Soil Statement Project: Residence Permit#RC2-16-433 1086 NE 96th Street Miami Shores, Florida Dear Sir; We inspected the on-site soil conditions at the above referenced project and have determined that there are sand and limerock soil conditions which are similar to those upon which the design is based. The design is based on a soil bearing pressure of 2000 psf. Please call if we can provide any additional information. 01161111111,1 Very truly your p►.., �OFq��i,� Q�••'EN SIro E '•;s �'i r W 4 N 3e3�� a" Edward A. Landers, P.E. ° 4tPs �W E 7850 NW 146TH STREET, SUITE 509 MIAMI LAKES FL 33016 PHN: (305)823-3938 ° FAQ:: (305)823-935; EDWARD A. LANDERS, P.E. 7850 U.W. 146th St., Suite 509 iViiami Lakes, Florida 33016 W��_ 2_16 LOG OF APPROVED INSPECTIONS TO COMPLY WITH FLORIDA BUILDING CODE 105.13.4.1 PERMIT NUMBER: RC 46-$5 3 ADDRESS: 6Jro /,/(7 ARCH/ENGR: H � .c CONTRACTOR: CLI o� " ma T TYPE OF INSPECTION, /Z- �V� ®�•• • is o F�n1�ATl"©Ak o ; COMMENTS: APPROVED BY: DATE: osa.. A 1� - ® e.gouaa TYPE OF INSPECTION 3 ' ` / ,"O N MI. G�o - COMMENTS: 83g8 a APPROVED BY: DATE: � .7 F '� s S i � TYPE OF INSPECTION: 1 ••.....•• C?�S •s,Eil11® COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: AS-BUILT APPROVED BY: DATE: TYPE OF INSPECTION: OTHER(SPECIFY) COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION: OTHER(SPECIFY) COMMENTS: APPROVED BY: DATE: Revised as of 02/28/2002 f:/buil/$adm/evie/01-02/contra-1.xls/SAMPLES Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by O t&MM to perform special inspector services under the FloridiL Building Code 5th Edition(2014)and Miami Dade County Administrative Code at the (0P�o dJ& 9'6 ST. project on the below listed structure as of '3—Z P—t6 (date). I am a registered architect/professional engineer licensed intheState of Florida. Process Number: fRe 9 G-- 'T 3 3 v Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5t"Edition(2014) k —Miami Dade CountyAdministrative Code,Article II Section 8.22 Special Inspector for � —Trusses>35 ft.long or 6 ft.high �,��J ®P —ttrlming and Connections welded or boltedpaction —Precast Attachments —Roofing Applications,Lt.Weight. Insul.Conc. Other fees . . .... ...... Note:Only the marked boxes apply. •••• f • The following individual(s)employed by this firm or me is authorized representative tgpeJ'grin •.•'�; s f•f; inspection* 000:0* 1. 2. .... .. 3. 4. •s.. . .. ...f. *Special inspectors utilizing authorized representatives shall insure the authorized representativesq gaalified bye••f•f •••••• education or licensure to perform the duties assign by Special Inspector. The qualifications shalleinaladalicensure as a •• professional engineer or architect:graduation from an engineering education program in civil or structural en"e:n •••.:e graduation from an architectural education program;successful completion of the NCEES Fundamentais Examination; f or registration as building inspector or general contractor. •.f• : f f f f :'•'• I(we)will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.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 work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portio of the project outlined above meet the intent of the Florida Building Code and are in subsu 1 acco ceav tAe approval plans. Engineer/Architect Name igned and Sealed *: 0 3839e N Print Date: '�'—2r:ik . t e Address '70'SV Nw / S?' $ 'U ; * — O STATE OF 4r AN • a� •, ` ®� i,. O � NA 11E�.1,,�,. ---,- - --' ` - - �'�- `--`-'T--'' -- �'----�--�' ' \, 1.4 IR A XF 00 0--m 0 0 0 .. ....... ... as cl LANDERSF Us (305)823-3938 :T.Q�TJOLgIN(� ENGINEERS ' 10 ............ .... ........ .............. ....... 47 lei J.4 V --v. . ........ 43� .3 43 : . ........... .... ........... P.E.• #038398 NDI�d�ivc��'C�•'A. _ ER AL. (305)823-3938 r-C3L-4SaLTjN.G;ENGINEERS TABLE3.2.1.2:'.11e14rced wall-01 rogirtles for Load Combinations Not Including Wind or Seismic sees.. •. Concrete Masoigs I �Inforce ent Prgp d .:sees t, ..•.. 8In E 29,000 0o pal •..�.. F�4•L'tiactiveDi*6:.. da3.8125 in Fy 801000 psi (fable Arranged by increasing Ma) '' rm°1.360 psi sees. . sees rm m 1,600 pal Od4df=Plane Re's&@'Moment and Shear for Bars Positioned In the Center of the Wall ' sees.. - sees.. '•., t sees.. es • •.lees •e .• •• f =1,360 pal Pm�+ 1,600 p81 • Bar Bar Bar sees.. e.. ••• bar Spacing AA,, Bar S acin Bar tb Size In) in'M In-blit Ize p gFn)'ft) ( + Bar Spacing q, MBar Spacing A(1n In•Ib/R Size n n) (In-Ib/ft) size In n'�ft (tn-Ib/R 8 8 1.19 20,0;72 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 1 8 ' 0.90 19,0,08 8 72 0.13 8,310. 7 8 0 0 20,647 4. 24 .0,10 8,348 6 8 0.86 17,730 @ 6@ 0,09 7,804 6 8 0,@ -19,201 7 72 0.10 8,114 8 18 0,59. 18,809 5 40 0.09 7,763 . 8 16-� 0, 18,066 @ S8 0.09 7,840 6 8 0.47 18,21 7 72 0.10 7,582 6 8 0,47. 17,61'I 6 40 0.09 7,788 7 16 0,45 15,660 8 . 64 0,08 0,829 7 1 @ 0,46 18,883 6 64 , 0.08 7,886 8 24 0.40 16,040 8 48 0.08 8;606 8 24 0,40 16,308 . @ 18 0.33 14,489 4 32 0.08 @,308 8 18 0.33 15, . 880 �" 6 a8 r 0.08 8,63a 4 8 0.30 14,3b1 8 88 0.1.0 6,232 4 8 0.30 15,381 R-' .,i Oml �: . 7 24 0.30 14,087 0 72 0.07 8,070. 7 24 0.30 16,198 8 72 0.07 8,097 8 32 0.30 13,987 . 7 98 0.08 6,687 8 32 0.30 16,118 7 72 0.08 8,086 8 40 0.24 13,180 6 56 0,07 6,578 8 40 -0.24 14,181 6 56 6' 16 0,23 13,1'34 4 40 0.08 6,086 , 6 . 0,07 6,600 180,23 14,127 8 120 0,08 5,36.7 7 32 0.23 12,972 8 120 0.08 4,984 7 32 0.23 13,983 .4 40 0,06 8,104 6 24 0.22 12,89@ 5 84 0A6 4,881 6 .24 0.22 13,871 6 64 0.0@ x,900 8 48 0.2tX 12,485 6 98 0.0@ 4,662 8 48 0,20 . 13.1392 7 120 0.00 4,868 7 40 - 0.18 12,103 7 120 0.09 41549 7 40 0.18 12;982 6 96 0.06 4,573 6 32 0.17 11,768 5 72 0,08 4,339 @ 32 0.17 12,592 6 72 0.05 4,368 6 24 0,18 11,608 4 48 0.05 4,284 8 24 0.16• 12,316 4 48 0.06 4,278 7 48 0.15 11,314 4 66 0.04 3,666 4 18 0,16 12,171 4 . 68 0,04 3,667 4 18 0,16 11,374 8 120 0,04 3,@42 7 48 0.16 12,171 6 120 - 0,04 3,668 6 40 0.13 10,89lf 5 98 0.04 3,254 8 Be 0,17 11,479 -5 96 0.04 3,287 8 Be 0,17 10,684 4 . 04 0,04. .3,198 6 40 0,13 10,888 4 64 0.04 3,209 7 Be 0.13 9,749 4 72 0.03 2,843 7 66 0.13 10,432 4 72 0,03 2,862 . 6 32 0.12 9,898 5 -120 0.03 2,803 8 64 0.15 10,044 6 120 0,03 2,614 6 64 0.16 9;349 4 96 0.03 2,132 32 .1 4 98 0,03 2,139 8 48 0.11 9,146 4 120 0.02 1,708 @ 8 ,0,11 9,146 4 120 0.02 1,711 7 64 0.11 8,630 - , 28 / w . . . ... .. ....... .......... ............ .............. ......... . ......... .... ............... .... ....... el P�'0- -Ycl If 01 ,?3 7 7. ......... • ... .......... ... ... ........ .......... .................. .............. . ........ ................. ...................... .... ....... .. .. ...... .70 .......... . .... 0.0 m) 3,774, ................. .. ............ ....... ... .......... ...... "u -5 T, .......... L( to 77 XA- 4f o c2i 0 *so a:* 09: *00 • 0 0 .0 P.E. #038398 0, 0 Edward A. MRS, PIES (305)823-3938 9.T.J.W. UITA6. 5NGINEERS 000 0 0 a 00. :0 .... .......................... .............. ............. . . .......... /71 ....... ......... ............ ............. a t . ....... ... . . ........... ..... ..... ... ... ........ .. .................... COP. ....... ......... .............. ............. Alk...... ......... .+.+......*......... . .::...... : ...:.:::..::. ....:.:.:: .::.:...:::.:.: . ..:.:.:::.. 1-11 AM rT ............ ... .. ............ .. . ........ . ..... .... .? ................... .. 41 6 ............... ......... ........ ....... .... ............ ....... .......... ........ ... 00 ?c sea 00* P.E. #038398 d ivodr&-A ANDIR PoEe (305)823-3938 0. 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CONSULTING ENGINEERS 10 0 0 goo 0 0 : 0 0 0 o : : .: . V— 'e" :0 oo 0 546 0 •es -o TABLE 8.4 (Ca„eta zuer(? Design valege in Pounds per stjiiare inch(Ps!) speft 9W Tension Shear. C• Size 1 161 omprensten ` ComPressidtl mei grade o grain tPetpe�-�� Modulus Classr'f�ion Bung �grin to grainof men-Dense Select Stfilciural �� 1°grain parallel � Y GHtiiesg Nal — F� Fr "F t Dense ai � 1850 950 r E Agency � • ••� Nn.t 2"-4"thiCk 1450 775 � 480 f 750 • ••c• Nb-7bklon_Uense 90 1.75)0,000 ••a••• 1300 ` • `yd.2 Do 10"wide 1200 725 8D 66Q 1750 1,800,000 ••s••• • ••• 02 1200 650 90 480 b65 1600 1,7Q0,000 1,600, .��N•qn-Derma 1050 625 � 6&p 1500 OQO • • 575 16$0 1,700,000 • •Nbe3•i 950 80 565 1500 ••s••• •o 450 90 1.600.000 • • ,6'�lbet Structural SD0 325 480 140D 1,411[3,000 ••••s • •• • • CtaStrUCtural 2050 1100 90 565 850 1,400.000 .a s•. j1-,(?�nse SejW Structural 1900 660 •s a•• -t 1040 90 1950 i .1.900.000 • • ease 1750 900 565 ••••i IVb'1'• 2"-4°thick ter 7� 90 ,480 �00 ' 1,800,000 • • 1•IMonD9nf;i3 12"wide 1250 90 660 i,700,000 c••••• • • N,,�n t 1 a 90 ass 1 $00.000 d 2 6001600 1,7 t • 80 480 OQ000 • b oD-Dense !}7$ 5550 99 ,660 16M 1,600;oQa `••••• •••• 1,700,000 • •••• 900 525 90 565 ,145U, 1.600,000 • 90 6 9 480 1350 1,400;000 Try . us 825 1400 000 , ' fsk�SuuGgln jai 00 4. . v T C°'Mllt'--- 19%or 1asS I4wistur@ r ttl 1 • _ 2'& 2200 1450 1 so l 2000 1,800.,()()0 1,6 SFrt9 Dense Structural 88 (wets Ce Condit(otts 1 Dense structural 72 21/2 4 i Dense Stri ow al 65 -. ... ..._ 2100 1400 - f75Q 1200 I4b -- 440 1300•-- f I 2 I/2"8 wider 1600 no 600,000 1050 110 440 1100 - 1000 1,800,000 440 1.600,000 Will A FP A l formcrtyFAA, 4Y ? ashington,DC, 199I'. 1 t 1 mom i'1, F1.:•ly' Lt�,s�i+t-"n.'T?::°l. ••4,-r,�:,..4.•6. • ••• selet t St! 4taral 3059 1650 100 660 249 1,90Q.Ooo • • ease Non-Denseselp Structural 2 0 7600 100 565 2100 1,800,000 •••• No.A 09446. . 1350 100 480 1950 1,700,000 .••••• No,9 2000 1100 11}9 650 20th 1,801.666 6:000* ' • • 2"4"thick No.t 4n•Densra 1850 7050 100 565 1850 1,700,000 1700 900 IOD 480 1700 11600.000 •i 0060 •• N0.2; •• •• 2°4�wide 1700 875 90 660 1650 1,700,000 •••••• i •• No.Z^NJ 6*;; 1500• 825 90 565 1650 1,600,000 • No.3 1350 775 90 4Q0 1609 1,400;000 ••••• •••• Stud •••• 850 4t3 90 565 975 1,4001000 • • • • onstructioh•• 2"-4°thidc .875 X500 90 565 975 1,4001000 •••• • Standard••••• 1100 • 625 iqp565 1800 1,5001900 Udifty • 00 350 90 565 1500 1,30OPOO • •••• ••• .Dense Set 4°'wide 175 90 565 975 1,300,'000 • "Vjructurat Select Structural• 27.00 1300 90 660 2150 1,900,0 •:.•••• ••• Non-Den*:SeleaStructural 2550 i 1400 90 565 2000 1,800,000 • 140.1 Dense 2350 i 1200 90 480 1830 9,7o0.lbi3a ••• 17.50 i • No.t 950 90 669 1900 7.800,000 No.1 Non-Dense 2°-4 thick 16.50 900 90 565 1750 1,700,000 No.2 Dense5. 1500 800 90 466 1600. 1,600,900 a No.2 1450 775 90 660 1750 1,700,000 ( R02 Non-Deng 1250 725 90 565 1600 1,600,000 No,3 1150 675 90 480 1500 1,400,000 Stud 750 425 90 565 925 1,400,000 Dense Select SGaucdural• 425 90 565 925 1,460,660 Select Structural 2450• 1350 90 860 2050 11900,600 SPIS Non-pense Select Structural 2300 1300 90 565 100@ 118001900 No.1:Dense2160 1100 90 480 1750 1,700,000 No.i 2"-4"thick 9650 875 90 660 1800 1,$90,000 No.t INon-Dtstu1500 825 90 565 1650 I,7fk1.666 No.20ense 8"wide 1350 7.25 90 480 1550 1m000 Not 1400 675 90 660 1700 1,700,000 No.2 Y4on-Dense 1200 650 90 565 1550 1,600,000 No 317Ivuvu no 90 480 1450 1,400,000 Dense sera Striietural 400 565 87 1400.000 �_ Select Structural 2150 1200- 190 _ 660.. 2000 q! 0 000 2050 1100 .90 565 1850 if,800,000 I ....................... ..... .. ...... ................ ............. .......... . . ...... ........ ............ . 1=40i s ............ .......... .. ....... ..................... ...... ..... . ... - .... ........ ..... . . . .......... ........ x '7 j • .......... ... ......... . . .............. . . .. ...... . . . ........ oo 5 7. .......... . ......... ........... ......... ................. ... ..... ....... ....... ..... —41 747 vc- ...........j 1, 3 3 377, 0:0 00: *so .0 :'P.. .0038398 Edward•A. • -TTTTir- ANDER _ � s . Pais 0:0 (305)823-3938 CONSULTING EVGJN.W 0: : . : P3 ti C Find Version 22 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 ,vw,v.m aarnrerriises.com Date 1/13/2016 Project No. 1514608-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes, Customer Name 1086 NE 96th Street State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\Default.wnd r 1--a-lot 1100 I shdrly, / I 1 112 I I r- I `'�• J'r I 1 NVtills 31 r Gayle Roof 6 a TATind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- UPLIFT 2.00 10.00 33.3 1 0.25 -0.95 16.00 -38.28 UPLIFT 2.00 10.00 33.3 2 0.25 -1.43 16.00 -54.78 UPLIFT 2.00 10.00 33.3 3 0.25 -1.91 16.00 -70.98 DOOR 2 2.67 6.67 17.8 5 0.86 -1.18 35.31 -46.17 WINDOW B 9.33 5.33 49.7 5 0.79 -1.04 32.90 -41.36 WINDOW C 6.33 5.33 33.7 5 0.82 -1.09 33.81 -43.18 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . 0:0 . •.• •o: . ... . .. . . .. . . . . . .. . . .. . .. . . . . ... . . . . 0:0 . . . . . . V: . . . . BaCAYTind Vazsion 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 wtaw.rnec antarprises.Com Date 1/13/2016 Project No. : 1514608-01 Company Name Edward A. Landers, P.E. Designed By : Edward A. landers, P.E. Address 7850 NW 146th Street Description : Wind Pressures City Miami Lakes, Customer Name : 1086 NE 96th Street State Florida Proj Location : Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\Default.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure - No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) - 0.01 Alpha = 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof Gabled RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 664.00 ft^ 2 Bldg Length Along Ridge = 92.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.93 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 3.80 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 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•dQ Vo, irla.�udg, effect of internal pressure •. .• MWFRS-Wall Pressures.for.:gja 1 boic� to 30 ft wall L/B ..6 ..i 0.i •.• i i ..� = 3.07 ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33. 68 psf . .•. . ... ... . ps: Side wall prd%,Jur0 apti,}7g �ni�fq^lj outward = .64 * ph = 21.55 psf pl: Leeward wall .Wesotre %qti��f unttoftly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.58 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.58 psf ... . . . ... . . MWFRS-Wall Pressures for Wind Normal to 92 ft wall L/B = 0.33 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 27.5-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 .�� Mean roof ht. Pn Wind Wall Pressures h --� B See Table 27.6.1 Plan Pa Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. t:} •• • • ._� r�' tit� - �, •° a '•�, ruin.l • • • • • • •a. era • •• • •• • • • • Gabled Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1: Povh1: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2: Povh1: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf or w-, -,lollc,'3h1c tiff 79It1 1�1r�S"gkaq;t •• ••• • • • • • •• • ••• • ••• ••• • . . . . . . . . . . 10 . .. .. . . . .. •. 7C / S3 M IAM MDE MIAD&II—DARE COUNTY,FLORIDA min PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY piti I CES(RER) i 1805 SW 26 Street,Room 208 BOARD AND CODE AMUNISTRA O T(786)3IS-2590 F(786)31-55-2599 NOTICE OF ACCEPIAM www.Miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Seizes"FD--750"Outswing Aluminum French.Door w/Sidelites--L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance.number and Expiration date by the Miami-Dade County Product Control Section. MISSII.E IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request o e Building Official. This NOA revises and renews NOA No. 11-10.13.24 and consists of this g l and evidence pages.E--1, E-2,E-3 and E-a 4,'a?ftICaCap�w*tlopdtnent mentioned above. The ' d submittedoeumerkatiox wasrswieived by Jaime D.Gasco P. . . . . . . . . . . . L,�/� NOA No.14-1117.05 �AMb ' ' . . xpdration Date: February 24,2020 NEW •AM• �.-' est i : !Approval Date: February 19,1015 • •• •• Page 1 ••• ... ... . . . ... . . 1 , 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBA=ED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subunilted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Subinitted under previous NOA No. 11-1013.24) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. (Subfnitted under previous NOA No. 09-1028.10) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked up drawings and installation diagram of an alumimun doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4921,dated 07/17/06,signed and sealed by Edmundo J. Largaespada,P. E. (Submitted under.previous NOA No. 05-0419.03) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94. along with marked up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL4527,dated 02/10/05,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NDA No. 05-041903) i ' " ' ' ' ' "' ' Jaime D.Gascon,p.L . . . . . . . . . '• "' 0: 00. Product Control Section Supervisor NOA No.14-1117.05 • ••• ••• 06: Expiration Date: February 24,2020 •..• . . . . . .• • • Approval Date: February 19,2015 . . p 00 •• . .• . • . E • -1 • • • • • • • • • • ••• • • • ••• • 0 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuF.D) 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL-4528,dated 02/14/05,FTL-4315, dated 09/13/04,both signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada,P.E. (Subinitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"312,dated 09/13/04,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller,P.E. 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No. 14-0916.10 issued to Kuraray Amer.ica,Inc.for their "Kuraray PVB Glass Interlayer"dated 02/19/15,expiring on 12/11/16. 2. Notice of Acceptance No. 144423.15 issued to-Eastman Chemical Company (MA)- for their"Saflex CP-Saflex and Saflex'HP Cdinp6site Glass Interlayers wvith PWT-Gere"-dated 06/.19/1A,expiring on 12/11/18. Zjaime�D. �Gascon, E. Product Control Section Supervisor . ... . ... ... . NOA No.14-1117.05 ' • Expiration Date: February 24,2020 ' Approval Date: February 19,2015 . .. . .. . . . . .. ... E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONT 1-WED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 51h Edition (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,P.E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner,Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10/11/11,signed and sealed by A. Lynn Miller,P. E. (Subndffed under previous NOA No. 11-1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A.Lynn Miller,P. E. (Subrnilled raider previous NOA No. 11-1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer.is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A.Lynn Miller,P.E. (Subntilled wider previous NOA No. -11-1013.24) 7. Laboratory compliance letter for Test Report No. FTL-X5941, issued by Fenestration Testing Laboratory,Inc.,dated 05/20/09,signed and sealed by Julio E.Gonzalez,P.E. (Subadded under previous NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Subrnilled under previorn NOA No. 09-1028.10) .. ... . . . . . .. .. • •• • • • • ••• Jaime D.Gascon P.E. •• •••• •• • •• Product Control Section Supervisor NOA No. 14--1117.05 0:6 . 0:0 ... .• Expiration Date: February 24,2020 ... .. • • • • • Approval Date: February 19,2015 .. . . 090' . . . . . ... .. . .. . •• . • . • E--3 0:0 . . . . 0:0 . . . . . . . . . . . . . .. •• . • . •• .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (corrrmw) 9. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FrLA315, dated 09/13/04, F11,-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312,dated 09/13/04,all issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Edmundo J.Largaespada,P.E. (Subrniffed under previous NOA No. 050419.03) G. OTHERS 1. Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD- 750" Outs-wing Aluminon French Door w/Sidelites - L.M.I., approved on 11/24/11 and expiring on 02/24/15. •• • .•• . Jaime D.Gascon,P.Ems.' Product Control Section Supervisor NOA No.14-1117.05 "' Expiration Date: February 24,2020 ' Approval Date: February 19,200 .. . . . . . . . . .. .. E-4 • • • • • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE IJTE(S) 1,GLAZING OPTIONS: A. 117 8°LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH AN,090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM, B. 1718"41 CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR BAFLEXIKEEPSAFE MAXIMUM, C.718'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE)OF 3116"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. I • •• D. 8° I CONSISTING OF(2)LITE$OF 3/18"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER • • NOA DRAWING MAF' • •••• • •• E,7/8°LAMI I.O.CONSISTING OF(1)LITE OF 3/18"TEMPERED GLASS OUTSIDE, AIRSPACE AND 1 7118"LAMI GLASS ASSEMBLY INSIDE(3116"A,.090 ••s••• • s e () PVB,3/1 B°HS} TOPICi8t E TE •••••• • ••• • • F.TV LAMI I.G.CONSISTING OF(1)LITE OF 3M6"TEMPERED GLASS OUTSIDE,'1/4"AIR SPACE AND(1)7118"LAMI GLASS ASSEMBLY INSIDE(3M8"H8,.090 PVB,3/18°HS). GENERAL NOTES.........:„1 • w • • CONFIGURATIONS...........I • • •••••• G. �MI.i(_.CONSISTING OF(1)LITE OF 3118'TEMPERED GLASS OUTSIDEI 1/4'AIR SPACE AND(1)7116"LAM[GLASS ASSEMBLY INSIDE GLAZING DETAILS...........2 •i•••• •• •• •• ( 18A.076 VANCEVA,3/18"HSS DESIGN PRESSURES,. 3 • e • • ELEVATION$.................... 4 ••••• • 000 ••e••• HCONSISTING OF(1)LITE OF 3118'TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND(1)7/18"LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS.............6 • • ••••• •••s (/1 "HS,.O 6 VACEVA,3/18'HS), •••••• s HORIZ SECTIONS...,,...... 8 • LI&T...m...„....,..,... • • • • sees 2.DESIGN PRESSURES:TABLE 1,SHEET 3, PARTS 7EXTRUSIONS................... 8.9 •••••• A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130"2, ANCHORAGE..,. ,10.4 e •••••• •• • •••••• S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-OZ • • • • 3.CONFIGURATIONS: , �C , X,XXQ,�OXO, (,)pO(p, {Js OR OXXO WHERE g REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE UTE, e••••• •••• • • ANY TWO ADJACENT ITg BE EITHER 311'G"LE”,�DORS"OR A DOUBLE,XX DOOR'BOTH U8114G EITHER THE STANDARD OR THE LOW-RISE SILL.THE fUMCr pgVMR • *00*• FRENCH DOOR O UNITS TO MAKAE THE ABOVE CONFIGURATIONS.SEW'kY BEAM IS USED TO AND �(, Ne 4,ANCHORAGE:THE 331/3%STRESS INCREASE BA-6 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FORANCHORAGE REQUIREMENTS SEE SHEET$9 THRU 11. 4!f"" T� ~ 6.SHUTTERS ARE NOT REQUIRED. G.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7l,REFERENCES:TEST REPORTS:FTL-4311,FTL4312,FTL4316,FTL4627.FTL4628,FTL4629,FTL-4630,FTL4921 AND FTL-8941. ® ANSNAFBPA NDS-2006 FOR WOOD CONSTRUCTION ADM•2066 AWMINUM DESIGN MANUAL PR0»» RmawHD S.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY � d 0�a HURRICANE ZONE HHZej ,,D, R • IlVllllt o4N M446-11,11 QN Was *� Ne.* Iti11 ,�j` gPLAt'6DBU2diN000flHANOtl98t1sIdWNLAtYPARe. a,op.e �'O''.• figp• O JR Elk GENERAL NOTESA D DRAWING MAPN*ww mna8 r �ALUM.FRENCH DOOR4SIDELITES IMPACTL .��® aawe,. s.. a , R,P.E. FJ6 atm4l owm fD760 6 1 d 12 8000.11 E FL P.E.q 68705 —� 7118"NOM. 7/10"NOM. —+ 3118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 080"DUPONT BUTACITE OR SAFLEX/KEEPSAFE 0 MAXIMUM PVB INTERLAYER 7b"VANCEVA INTERLAYER 3/18"HEAT STRENGTHENED GLASS 3118"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 1090 so8 • e• 107 10 �•••.� ••.•.: •'• ' 10 6fWGLASS 105 WGLASS- E •....• . • . . SITE • • • •••�•• • ••• •••••• 1E E IQRR 11�MIOR EXTERIOR INTERIOR ••••• • •••• *:Goo: • • SETTING BLOCK SETTING BLOCK �•••,� •••• GLAZING�}ETA,lL GLAZING DETAIL • • ••••••0 so go 7/16"LAMI GLASS W/PV8 INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER • go •• • .. •s•••• •s•s•. • s 'NOM. 8" a 71NOM. "Ilh ftFlo�M" •••• 3/18"TEMPERED GLASS 3/18"TEMPERED GLASS AIR SPACE AIR SPACE 3118"ANNEALED OR HEAT 3118"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090"DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 078 VANCEVA INTERLAYER 3/18"HEAT STRENGTHENED GLASS 3118"HEAT STRENGTHENED GLASS 109 95 OR 96 108 97 OR 98 108 90 108 90 PaoDucrwno ®eomplYm7vA9ituN1a mi coft 106 0"L 8" SS 10b 81GLASS E AODM°°"° SITE By Mian,D ei iktCbntro, ' uln, EXTERIM INTERIOR E&[ER*R RI W1.`fNN M/(( GLAZING DETAIL sETriNGBLocK GLAZING DETAIL sETrINOBLocK :' 7/8"LAMI I.G.GLASS W/PVS INTERLAYER 7/8"LAMI I.G. GLASS W/VANCEVA INTERLAYER sk ranm a WCaHmmvm toaoredarro,00rpmw GLAZING DETAILS ,x+n,toen� NOxo��st�e nn xa otrxvto TM• T PINsgx+eoo ALUM.FRENCH DOOR&SIDE LI ES IMPACTpN om om ,ases�e +o A.LlNI�14AEL ,P.M R1G 1�/23l04 L. 4f6ADb FD7Q0 FUL 2 s 12 80D0-l1 E FL P.E#88708 Table 1.Maximum Design Pressures(psf OVERHAN Hight(In) LENGTH Allowed OVERHANG � Configuration Wldth(In) Glass HEIGHT Types 79 3/4"(65 83 314"(70) 87 3/4" 913/4" 96 3/4"(8) X 37-(3�) NO�s A,E +70.0 -80.0 +70.6 -80.0 +70.0 -80,0 +70,0 -80.0 +70.0 -60,0 A French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100,0 +100.0 -100.0 +100.0 -100.0 1.IF US►NG THE OPTIONAL LOW-RISE SILL Door A,g +70.0 -80.0 +70.0 -80.0 +76.0 -80.0 +70,0 -80.0 +70.0 -80,0 (PART 10,SHEET 8 OF 12),THE kX 71 314"(61) OVERHANG HEIGHT MUST BE GREATER C,G +100.0 -100.0 +106,0 -100,0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM).IF NOT,THE MAXIMUM A,E +70.0 . -80.0 +70.0 -80.0 +70.0 -80,0 +70.0• -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE IS • •• Full 36 11/18" LIMITED TO+80.0 PSF FOR ALL STYLES • • • Jamb i••••i •••• ••• C,G +100.0 -100.0 +160.0 -100.0 +100.0 -100.0 +100.0 •100.0 +100.0 •100.0 AND SIZES OF THE DOOR AND ANYADJOINING SIDELITES.(REF.FTL4941) • • •••••i 3011/18" 0.0 +100.0 -100A +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ••0000 • 0 • 0• • 0,0000 Sldellte 3311118° C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -700.0 +97.4 -977.4 0000.. .. '.. • Narrow • • • • Jamb A,H,E,F +70.0 80.0 +70,0 -80.0 '+70.0 -80.0 +70.0 -80 0 +70.0 80.0 oyc1 geY,fb* ••00• • i•• •000• Y p alWlDlP1-.kN. •• t• • •••. 3611116" C,G +100.0 -100.0 +99.9 .99.9 +96.3 436.3 +91.4 -91.4 +87.9 -87.9 Ne - :0000 i • • •••• DH +100.0 -100.0 1 +100.0 -100.0 1 +100.0 1 -100.0 1 +100.0 1.•100.0 1Mv. 100,0 ' ►5 • • • 0000• 0000•• •. • 0000• • Table 1 a.Glass nd 12o,!ft ort Number •� �� : .00 - /16-LAMI(/1 - ,. o pvu,allu-Hs) -4 11,4312,431 .••.•• 0..•.0 • 4 B-7/16-LAMI(3/16'9.19,•090 PVS,3116-HS) UPGRADE FTL-4311,4312,4318 0000 C-7/18-LAW(3/18-A„076 VANCEVA,3/16"HS) FTL4627,4628,4929,4630 D-7/18-LAMI(3/1WH3,076 VANCEVA,3/16-HS) UPGRADE FTL4627,4628,4629,4630 15-7/8"LAMII.G.(3/16-T, 114"AIR SPACE,3/181A,.090 PVS,3118-HS) FTL-4311,4312,4316 onuch'as ° F-718"LAMI I.G.(3/18-T,1/4-AIR SPACE,3/16-HS,.090 PV8,3116-HS) UPGRADE F'TL-4311,4312,4316 0pp1°�ceee�,��'RNs o G-7/8'LAMI I.G.(3/18-T,1/4-AIR SPACE,3/18"A,.076 VANCEVA,VOW) FTL-4627,4628,4629,45301 10 H-7/8-1 LAMI I.G.(3/18-T, 114"AR SPACE,3/18"HS,.076 VANCEVA,3116-H8) UPGRADE FTL-4827,4628,4629,4630 laml 111 Bili %0-m LYNN `��'t•, \,\GENS •'•,� �i� k i Na 68708 HOW rac a cWa\ r ronsnt•�voom 1A E • t J!1 Iwo tsGaa ooroxrva DESIQN PRESSURES �'�C•c\ •.fi ae+oP,:� : to or rro o NO TM+� rT6 ALUM.FRENCH DOOR 4S11DEL/7ES IMPACT �%S1`�LsL/CNAL '��` ar -" FL sava ear.araez ear .n+ow A.LYM&IIdIIL�,P.£. k2 !1/29/OJ LT. B FD760 NiS 9 -1 12 800x-11 E FL A.E.#68705 r---•7313/18"MAX-WIDTH—j r-118 6/8°MAX.WIDTH —1463!8°MAX.WIDTH u 96 3/4" MAX HE OHT ALL • •• s ILA SO** 0 0 •••••• •••: C QR XO Q�CO OXXO(SHOWING EACH VERSION SIDELITE •• • 69099 37° 3811116- MAX. 3811/18" 0::::o •• •• • WIDTH 26MAX. MAX,WIDTH "MAX WIDTH • • • • :'1314"AJAX WIDTH26° Ihe° 1�euCt stavteivp• • ••• ••••• DLO AL1 1 M MIi91M'PbMd�UNITS ••••• • 0000 0. •090 •0000 1lrM t}; • • • • ' 0000•• 0*:00 / / \ 0.000• •• • 00000 00 • •• i •,o 781 ° 000000 •0000• • MAX. / 0000 DLO ALL WWtlCrRPMW8D h ��Woen int Qmlrot U 111 f! $ X O(FULL JAMB) O(NARROW JAMB) 1 IGURATIONS WITH SIDE LITE$CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 68705 = 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 8 THROUGH 11. — 3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. �'D�vp um tolzte a Rp "'m EXAMPLE ELEVATIONS ''• 87ATE OF Iwo ';pFLOR1oA: G=: I Ano ROONav0e6iWe8Neer p� 16>sP ALUM.FRENCH DOOR&SIDE LITES IMPACT .':/`S/OVAL ` HOXOMlli fa.3aale •..b •M A.Ltlr 04ILLVr�,P.E. FD?W AITS 4 a 12 BOQO 11 E FL P.E.#58705 VERTICAL SECTION A VERTICAL SECTION B NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 81 8 4 oR 7 23 .. 8 er ORIGINAL VERSION TOP RAIL B 8 21 ot ALTERNATE VERSION TOP RAIL NN• • 0000 • •• 0000•• • • •••••• MAX.DLO MAX.DLO 0000•• • • • • 0000•• •• t• s ••••• • ••• ••••• i♦ZDYQCPAEYIBftD • • a��gg�yngettit wurhb, 0000• • 0000 ► •••••• • EXTERIOR INTERIOR K,RIOR INTERIOR � ielM • • • • 0000 ' 0000•• 0000•• •• • 0000• MAX. •• •• ••i : ••• HEIGHT HEIGHT •••••• •••• • ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL PRmcresNewuw or mpt\ dw Florida 8 5 2 rNo Z 1 10 A � A eAe uct nUot 7 \Illllff ®23 OR ,� •,, w o..... ........... VERTICAL SECTION C `E`EN VERTICAL SECTION D 58705 NARROW AND FULL OUTSWING SILL Na* - AMBSIDE LITE SILL rx s axow�c tff • %A'.. e a•° ll It :' : f�nu o n;affaaoorf>rr VVERRTICAR SECTIONSIRWIN aaa ofmvw c ' cfafmesrrMaWr a a� ALUM.FRENCH DOOR&SIM Me.IMPACT �ONALS��\� NW- awars �* •..Wm A.LY�II��'md R P.E. FJG 17r�s104 l.T. 2/$/Og FQT60 1/2 6 12 8000.11 E FL P.E.4 58706 OXXO HORIZONTAL SECTION SHOWING M,OF EACH SIDE LITE TYPE o f 1 I I I I 1 53 52 `----- 26 20 SEE NOTE 81 1 82 20 10b 6 6 5 ` ' sees s •• et 2 .••••� . s•es•i ••• 80 PUT TOP&BOTTOMANDO M3DSPAN see••• s • • • • e • ••'•• DETAtL J 30 INTERIOR •:sees •• •• • 20 48 SLAB AT. • • 5 28 vmmDrr Nsysu es•`• ' "' sees• GLASS BED • 1 27 sue uK n sees• sees r • *see*:a '.... DETAIL G STILES_AT ASTRAGAL' DE'�AIL F � •e•••• • • • •••e• FULL JAM„P SID,g LITE EXTERtQR • •••••• •• • Osseo 8 82 81 SEE NOTE 6 $2 81 SEE NOTE (AT HINGE JAMB) s • .. . .. •ss••• sees ••• 5 5 1 s••• 20 108 20 1 108 80 6 It ODUCr MWILWED 30 Das 7t .I�nrnaFt«w, 7Ii+ 27 30 80 em 27 20 Da eNo uc4 onnnt Ilutlr 29 83 70 29 83 70 �.� SYN it 1 DETAIL H P 1`AIL 1; DETAIL I .` '016Nse DETAIL K JAMB,FULL JAMB JAMB,N RA ROW `:' ob NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMBSIDE - �� a= (AT HINGE JAMB (NOT SHOWN ABOVE) LITE JAMB SIDE LITE — k A c I�n• ��= IJG r6rrzc• e � 1pS� �. JA 022Mn� rumrrawaovrmwe HORIZONTAL SECTION DATA► '%�O'• aacoa�o°''��c noxobw,Fr sere , ,c�•........ �, araano n wwrxrsanusmr T pa r� ALUM.FRENCH DOOR SIDE ITkFS IMPACT nexau Rsaare �* n..rora A.LYN�1GIfL en P.& FJG ?/7Sr04 L7. 0!BlOB I'm I12 6 a 18 800G 11 E FL P.E.058705 VD780DOO F0750 FUM JAMB SIDE LITE D'PA/DWO7 MCRWMN mmDW DESCHWrION ,OTB MS ARTS 1 8806 MB•H&1 81 &JAMB 1 8808 MS•HBAD&HBVOBJ B 68006 4 SLOB DRIPCAP 6181 a HOOOA SWDRJSt1G VCOVPH am s SRL 68= A 7 8009 A PIA s 4 W.11NOCAP8 RAMEAUEM13LYSCRMV BS X 1"PH UAD •- JAMOWRATMVPJPWHLWAQ U833 20 8Di2 SM Of 6 7 31 4 hWRAIL 6W14 7 A1L TBn 8012 RAID 3 8 - •»• MAMBA 8tY 8X1'P 781 8 L 4= 35 NUP811648 ' t0 P 37 09 pjvOAMp 0378M 312. IAMBWEA I, 60 ••••.88X3/4° DMV8T2RSCR8N 78X34 2 1 I 61 _SLSiDgulim7mm 21 8014 hWRAIL DRDMODEERQ =14 62 I SW -SMEUTBIAMOTM so 22 8013 WgriaAMRatimmpitmEman WII PD760NAq OWJAMBSIDELITE OP 14 1 8006 D&8 68086 • •• 24 GDA kUrMM&WWON16 4 &W 100CAP • • • 25 X 14rn& ra 6 sm MEWM 6800! ••••f• • • 26Aa It4AC11V8 MIS 7 8009 TB • t • s 768mis 8Y XI•eH ••••e• • • • 1 1 • • • TB 680 So L 3 •• • ••••• 19 38 18X36' •00.06 •• •• • 800 WWA 1 18 A • • • •' 30 B83axIpY 0000• • ••• 0000• t6 • • 1x314• H0. 67 »».88X314 PH D Tot •••�• s••••• 0000• 34 _ p i t D TW 10• • • • •••• 9i i8 D 30 8MM 7$ 0000•• • • • 0000• D 18 AS • BD Y 684138 0:000• 0000 : 0000• M ABHIA B 2 PHSCR a12 t0?A sees** 0 0 0 0• 39 4M30 0.0 0 0 4 8C88tV8B8 VA TRHD AX 9" TA LBWnt 68%6 •••• TS wi A pyp$S ggpp$ $1LI�ONE 8001 B 48871 44 B 2 88 TR}ID AlJ3Kf PHOM=RH14BWM MNAWAT WS t I 91 0.00•• 6'tAMINATW03A88 18 ANN. 6' ayxomp1go 76fWf&* MUD 46 B TB TAW1tAOAG A fMWW W51104491 »"•7116'1A T16301A� 3/}6' DA•W D 107 B&U & X pHILLT HD •• 11 tAMMAIMMAN A VAN 311@ IM 1R •PH 7612PPIX 9t 0.00•»••7116'IAMSVATW UA89 t6' S VAWSVA 311 ». •49 W KA THBAD&SI1L % •»••••••••7191LWA1 WT191SP ,V ' P 3116' , Produtl^ lend D 888 % •- 84l 16 T tW SPA I 3/14 A TS 8 S88Xt2 PH 78X 7 - t 6•T A A VA A S2 1 C71VBT MMA 98 — ' M1LQ 16 T U4$PA 3/16' VAXCWA 3116' 11111111 53 1-862 1OAMVS=b1WLA$WA1ft_ 105 owl s4 87•®.P tBLOmmR A8HL4 106 CRBFAD ,r0?."soaE .p• �� RA OBOGT 68014A 107 Wd3A BBAD ` :'• �gYOa 3A MRAFL ODDLT I ttO 8024A IOWAD 680M �.k� NO• --S4to 36$7 80 109 1224BUI�WSIP 6TP247 � p,A: B 78J76M6•AOD 6ravoe� ,.,, % •'• 9ROWNS am P ,: 6t6?UUU� to707QgB/G[DOYLIJ2N8Pff PARTS UST ''' 0 1 NOX w PG66it74 'i,�0� •.,,....... ` o ' NOCKANMnWWWr ra t6>roALUM.FRENCH DOOR&SIR&LIM IMPACT '��FSSIONA� sraseeaes mde x." A.LYffNllf�lltl� ,P.E. F.IG 19lmm LT. =.%,11 fD760 NA y a 12 80011.11 E FL P•(.t1587� -*-{ 1.278 14-- 062 L 082 os0 1 1 2.238 4.027 �'{ 1.1 �+— 17T .583 I I 11 3.636--^I 3.89°--�{ � 1.363 1.033 .060 .0 T #8006 6063-T6 T -t— 1 O FRAME, HEAD,JAMB �.�/ #8003A 6063-T6 #8004C 6063-T5 & a #8008 CAP s #8007 6063-T6 O SCREW COVER AND SIDELITE SILL `✓ OUT-SWING SILL OS SILL COVER 3.018 .082 .074 {" 1 2.000 11T 1.940 .1 _J-8 • '• .583 • • 0000 • •• .080 ' 0000•• I'--- •••••• 0 3.890 #8009 6063-T5 #8056 6063-T6 #8012 6063-T6 #8017 6063-T5 •�.••• •. ;�;• Q INSTALL PLATE ® 10 OUT-SWING LOW SILL 20 STILE @ TOP SWEEP ...... .. 00 0 0 • .0000 . 00• 0000• 0000• . .... T &2240 .00000 0' 075 • • . . 0.001.038 .100 1.938 0.0• 707•• 00001467 •• 1 • • • r 8250 I+--- --4.434------0 •00.0• •000 0 0 so**• 22 #8013 6063-T6 21 #8014 6063-T5 #8016 6063-T5 24 BOTTOM RAIL TOP RAIL BOTTOM SWEEP .075 076 HODUCTRBNBWgp �°��•F7wldn 1835 T 140 I � 1,487 I 1.170 ne. r" 8.250 4.434 � #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 26 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL,LAG BOLT DESIGN O ASTRAGAL ' No.s81os ik .x +anaKo e a 'q A 6iA eoit r am�crwaooroxnie XTRU3lONPROFILE3 '�0, axrrtuaon MOlc�tt9,Foloyga a ro N°o++""0e8iH� + ro.apxt4�a ALUM.FRENCH DOOR A SIDE LITES.IMPACT tNoxwasPt9es7s a A.LY� UMILN E.wd80w FL P.E.#58705 e 142 J 12—, 076 742{�-Z280 _T •076 I I� �-r1L I'll- f07b 363 I.a- 1.783-+I 4—.2 .100 .072 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 37 #8039 6063-T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE, BACK-UP GEAR HINGE;DOOR TRUSS CLAMP 6666•• 3.261 • • • 002 .126 6666•• 6666•• • e • • �3•� �� .� • 1 • • i•i66i .d- �121 6 • 438 6666•• •• 1.000 •• •• e1•••:•• 0 ••• 0••0.6 .126 .060 �.-----3.838 1.036 RtOfiuCf f►RYi ••••• 0 •••• #8028 6063-T5 #8056,6063-T4 #8033B 6105-T6 • 0:000: •••••• 61 SL HEAD TRIM a4 SUBSILL,OPTIONAL 70 #80106063-T6 80' FD ASSY BEAM •••••• NARROW SL JAMB • ...... .. . ...... • 0 9 6.960• 0000 . . 6.66 .046 1.169 j �,�Ci .040 A42 760 (/--►p-�--.046 2.313 P0burrR2MWRD .437 a+romPlTNBwithIM FlMda .046 �.818 h`-- l co* .050 "� O 0 #9022 6063-T5 10 #8026A 6063-T5 10 #8023A 6063-T5 #8024A 6063-T5 #8029 6063-T5 � BACKBEAD SL BACKBEAD 7/16"BEAD LG. BEAD 62 SL JAMB TRIM '' Harr LYNN.. A$p,p �c t No.89T05 auaririw SS`• TA �`: uroruaarrrflasa Wow am TWO Y8IT7 EXTRi1S'lONPROPILES %0,�;..,FLoa�oP•�C��. mar WPM o ra a P.aep�rase L(G Al t1M.FRENCH DOOR A SIDE L/TES IMPACT ''%cSSi NA4 troxonttS>ts , �e � j'8000-11 +.�ves eue A.LY�{tSWhidLB}t P.E. MK 1 L T. 4/dra8 Pomo 112 9 a 12 8000.1 f E FL REA U706 11" 11° 3"MIN. HEAD&81LL 11" 3'MIN. - `HEAD&SILL 11" ATYP. ANCHOR —T ATYP. ANCHOR CLUSTER I CLUSTER 10.671° (TYPICAL) (TYPICAL) 10.671" MAX.1 MAX.O . [C O C CHO S 18.500" 18.600° �S ® HT. QTY. MAX AANN�O0 MAXHH� — QTY. H . QTY. QTY. 96 314°-(6) O.C. 96314'-(S) 96 3/4°.(6) D.C. A ® 06 314"-(8) 91314"-(6) 91314'-(8) 913/4'-(8) (2)EQ. (3)EQ. 91314'-(8) 873/4--(S) 87 314"-(e) 87 3/4'.8) 8P.TYT'. SP.TYP. 87 314"-8) 83314"-(6) 833/4"-(7) 83314":6) 83314"-(7) 79314'-(S) 11+ 78 3!4°-(7) 11° 79 3!4"-(8) 11° I 79314'-(7) 11° • •••• •• DE T (CONCRETE} �, a(WOOD A DLML 0(CONCRETE) SEE NOTE 6 A�9(WOOD) o••••• A REGARDING ...... (SINGLE�aNsl) (( iNat. PAWL) (2 OR�toRP PANELS) APPLICA$uTY (2 OR MORI PANELS • . . . ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: • . •..... 'I OR 2 9 OR 3 1 OR 2 ANCHOR 20113 ••o••• •• •• •• LOCATIONS • ANCHORAGE SPACING REQUIREMENTS: •••••- • •••• 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAM88. DETAILS C AND D • • •••••• •••••• ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL uC •••••• INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. •••••• •• • •••••• 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2-114"ELCO S84 CRETE-FLEX 3-#12 STEEL SCREW(06) •• • •• i •••• CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8"MIN,EMBEDMENT OR TYPE 2 AT 13/4°EMBEDMENT. 13/4°MIN,EDGE DISTANCE FOR BOTH. •••••• •••• • • WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 318°MIN.EMBEDMENT. •••• A 3.SQVQ•LEP.MEL 9QNFt0�1,RAT10N8:(DETAIL A,CONCRETE SUBSTRATE.DETAIL B,WOOD SUBSTRATE) HEAD AND SILL......W MAX.FROM FRAME CORNERS. PRODuor RHNBWRD JAMBS.....................114 MAX.FROM FRAME CORNERS,18.600"MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.671°MAX.O.C.WOOD SUBSTRATE(DETAIL B� ;vY a�Nthe Elald� SCO lGU N ( ae�- RE4.TWO OR MOP EL NF T GNB; DETAIL C,CONCRETB SUBSTRATE)HEAD ANDBILL......6"MAX.FROM FRAME CORNERS,AND AT 3"AND 8"MAX.ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS(CLUSTER OF 4). M JAMBS„..11”MAX.FROM FRAME CORNERS AND 18.800°MAX.O.C. &TWO 0 N14f!E PANEL CONFIGURATIONS:(DETAIL D,WOOD SUBSTRATE) LYNN•B.;IOC( 3" HEAD AND SILL 1.6'MAX.FROM FRAME CORNERS,AND AT ,6°,9°AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8) PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS....................11°MAX.FROM FRAME CORNERS AND 10.671°MAX.O.C. No.68706 d Iti�1l ;' u PIC s rye a� as roror4wrxaoovanrva ANCHORAGESPACINQ '��pkN •:�toRioP.::��• xocxawenrbs�rwr NoxoemaRsga7e �. S c1�. Ra o o O® amu * PQ apx u� ALUM.FRENCH DOp/3&SIDE LITES IMPACIrPNA i`rSt1-� a• NACQNtB,a se27a •+�++•+ A.LYtSI!1 itA ALK P.E. P.K iP�19iD4 L.T. 4Ja+ab For mi/4 10 a 12 800G 11 E FL P.E.#88706 CO CONCRETE ANCHOR COWOOD ANCHOR, 114"MAX. WOOD ANCHOR, CONCRETE ANCHOR 114„MAX. SEE NOTE 1 OPTI NAL SEE NOTE 2 GROUT SM NOTI"2 OPTIONAL 1/4'MAX, pROUT,{NOTE 1) SE GROUT, SEE 84 1/4"MAX. NOTE 6 84 Sim NOTE 6 GROUT NOTE 6 SEE "1 NOTE 66.�.j1� � 'a•N,}l ', k' :o• ,y.l n. a.,. y{`Vll{N.�F.�••• e..,,EMBED. { �'G:.A•.�,±i.U .4 K$I 'i•icet:4 •''::; SEE�1 , 3,4KSI T1iIIN,-4-`-%NOTE 1 SEE 1318° 1318° 1 (C( }'s,..r �,;%�I=.y •, aIr'::,.,.., °r: •qa NOTE1 MN. 2X WOOD,SEE MIN. 2x WOOD,SEE NOTE 3 it•::il NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ®TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) f(SUBSILL TO WOOD) •'•• • EXTERIOR INTERIOR ••• •• (ALL HEAD&SILL SECTIONS) • • • • �: ' .4kil KSI A64 i •�:f:.'EMBED, e••••• • •••• .'•:v:,+`-;,•'i ''ti` 1l4"® :'�'/•y;�r,. •�:),:.-• 6EE® � .i1�P�Rlf CONRETE` y 4 KSI Mi►J EMBED. w-,; 'r,. , sF�;,; NOTE 1 ,� +�It3WWIk SHIM ^---�^ 2x WOOD 13/8°MIDI 1 • • • • •e•• :.`;s�_}.iJ,<. • }r•: SEE T s••••o ..CONCRETE' Fw• NOTE 1 • • • •e•••• : o':%s"; ;t e;♦' SEE NOTE 3 ! 1$ • 1x WOOD 1 •••••• •• • •••••• SEE NOTE 3 •• •• ••i • es MAX11/4"MAX •i•f•• •f•e ••• SHIM SHIM • • C ETE ANCHOR,SEE NOTE 1 ®CONCRRTS ANCHOR SEE NO Tt&1 •WOOD AN SEE NOTE 2 PRODUCTR MBD ® TYPICAL DOOR&SIDE LITE HEAD U°4 "Ni0iaSwids NOTES; Kul. -P-1: � V 1,FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 1/4'SS4 CRETE-FLEX MM.DISTAD FROM ANCHOR TO CONCRETE EDGE IS 13/4'. MIN.EMBEDMENT'114"ULTRACON-13/8",1/4'SS4 CRETE-FLEX-1 314', 2. FOR WOOD APPLICATIONS USE 012 STEEL SCREWS(06)OR ELCO 1/4.334 CRETE-FLEX-1 318'MIN,EMBEDMENT FOR EITHER t 3.WOOD BUCKS DEPICTED AS tx ARE LESS THAN i 112"THICK, 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1 112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THEt t t t t r t I AUTHORITY HAVING JURISDICTION(AW). 4.FOR PROVIDE FULL SUPPORT TO•THE MArL SHALL BEA MIN.THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE TH OF QM-T6 D TAILS ON THIS SHEET FOR 2t WOOD BUCKS.TAMIN.OF IW THICIC THE ALUM, THHEANANCHOR SHALL BR SHALL BEE A#121ZE SM30 `�� WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN = No.66706 ON SHEET 10 MAY BE USED, ; 6. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON SHRINK,NON-METALLIC GROUT,340D PSI MIN.,(DONE BY OTHERS) - a MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILLTHAT IS NOT TIGHT TO THE SUBSTRATEanwIp ,AND TRANSFER SHEAR LOAD TO SUBSTRATE. -Q /o off Irx rdn�eo• a ani °1e�" %�O•' srA �''�� c Soso ITRIVS ANCHORAGE DETAILS '.,' '' XtoRwP '��.• oreea�o a T ra+arRaoav p p ALUM.FRENCH DOOR&SIDE 1-irES IMPACT FXLT. 4/d�06 lt�Fsses74 aw" B"• e� A.IYI�tV�fS1Il! Ii,P.E. Pv76u 1!4 !f a 12 8000-11 E FL P.E.0 58705 G]EXTERIOR INTERIOR E:> (ALL SILL SECTIONS) CONCRETE OPTIONAL ANCHOR, OPTIONAL SEE NOTE 1, 84 84 CONCRETE SHEET 11 AANCHOR ANCHO ® Q WOOD ANCkOR, SEE NOTE 1, GR MAX SI NQS II, SEE NOfiH 1,3H6L 11 1/4"MAX. GROUT, 1/4"MAX. H 1 _ 1/4"MAX, GROUT, SHEET 11 �� SEE NOTE GROUT t � GROUT, ' SEE NOTE 6, _� 8,SHEET 11 A SEE � BEE NOTE 8HEE711 t NOTE 6, B.SHEET 11 .. 1t . ,r.. ,.Vii, & t . ; SHE 1Isn (w8 { 'kk 4rf;i. a:•` 'p''i,v1 't:y ".3.;•' , gym.•i ;;i:,:•-. �� .. 34 K11N '; 4°''G,,� .� , �111BED. 2xU1 x W� _ Ise NOT11 I �,!�y' i• $ ICS(M(N":' 13/8 ' n""O NCRET :I.'. ;„ ,`.1 .p k d „889 NOT@ 1 ® I 1 318" , Et. , CONCRETE t:�hl88T 11 M N SEE NOTE 37 MIN. 8H88711 {. y t c .a ,.,».•.. 8EEN `9t---^^—rt7o. •°•r `r..a',•t`r;l•S!+' <4 y{i": +.:urt l i �,. 07E 3,— w SHEET 1-L. SHEET 1,a= • a• • •p:••• • •• TYPICAL DOOR SILL OPTIONALDOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL "••� • '.` (DIRECT TO CONCRETE) (SUBSILL TO`CONCRETE) (DIRECT TO WOOD (SUBSILL TO WOOD) • •foss• •• •• •• • • • • VAW0'XIW ••••a • ••• •••••• EMBED. EMS• ai' � tAocSM 006:09 • !�1 SEE ® CONCRETE CONCRETE ••s•• • •••• ®ANCHOR, •••••• • • NOTE 9, NOTE 1, A 19 ANCHOR, 15 i••••a c •. GOOD SHEET11 HEET 11� SEE NOTE 1, 1 SEE NOTE 2, • c • •••••• INTERIOR 7 ': ;:*,ff( y, : SHEET 11 MIN.�f SHEET 11 • •••• •••• : •••••• (ALL JAMB SECTIONS) CONCRETE 4•,: +, . EX ERIOR ANCHOR, �• WW t . . . T, SEE NOTE •••••� ••••- • • i;, 'ti. r•4 SHEETII • w n 4•,,�!r•. 3.4 KSIMIN';.�'.";�;;rs, •••• r '� Fr Y,, 4•. CONCRETE 1"4• v. V 3.4 KSI MIN. a t OR 1,5 KSI %�`;�'a►1. a:+'•Ft. MIN. CONCRETE "li{,p.. •, 2x WOOD, PRODUCrROM WW ® r,r -:•,.F,: 'y;?•:s''; BEE NOTE 3, ateamyt9inBWith Memo" 1x WOOD ': y,:• and Av B Carlo SEE NOTE 3 .. 'v.: ^ SHEET11 I teeptan"o No 1/4"MAX,SHIM--► (+- SHEET 1/4"MAX.SHIM- ►� - 1/4"MAX.SHIM lana Dada Pmduel Caikd TYPICAL DOOR&SIDE LITE JAMB �. IlLYNN ,, Mu �. *' No.58705 ate 1111' .1 FA t b &M'.At10 AMD tB BBOTfOM/ry1q,BX7Ril6tDlYt: t :�0••• STATE OF Aw mwwM WOF ��ammyomm ANCHORAGE DETAILS ','�` • FLoRIOP �� F wartt arwoeanrresMeer riy a ALUM.FRENCH DOOR&SIDE LITES IMPACT �� s A f7I113s4 i.1 4Jbm8 Anxo�s Sana ® Fwao 1/4 12 a 12 v 8000-11 E A LFII P.E.#88708P E . P(- /C- AP erect By. a� r �.➢�... 8 wma rgory B• Taylor � Q r PROFIESiSIONAL ASSOCIATION fy k 96 STREET Py 0 0 0 RS 0 0 Edge of Pavemer# 7'PARKWAY • . •.,• -;-50.00'(P)(M) •5'CONC. WALK t .. 1 F.LP.1�2" • •q4.0 `. l — NO F.I.P.1/2" 0• q/ F.41. .1/2" • Block Corner NO ID ID 243.7/' (P)(M) 5' c � J O Ol 7 4.0" 70' 16.20' 10.00' o ~ v F V �13 V 13.80' 10 00' .v. ON T T. LO 00 g IX.R�o C� Y I- U a � a I•- U 00 x o N _j JO 3.0 w O N H W ,c w fn I Z m ON LaJ W A Z O X � NORTH SCALE.1/20 • •• I • • sees • 30 • sees•• e • I • • • a� sees••• • sees•• • • • • • • L • • •• c 18.60' 0.00'.I sees•• •t • � td•••�•• • ••• i• •� � 13.46' sees• • • • - •••es• ,t s ••s•s• •• • 3.05' i '(.onc �• Aute ted By: "• , Prop" Xor AddI e1086 N.E.96 STREET NOTES: NO NOTES MIAMI SHORES, FL 33138 I THAT THIS'SOUHDARY SURVEY'IS A TRUE AND CORRECT REPRESEMATION OF A 8U ARED MY DIRECTION.THIS COMPLIES VNTH THE MMIMNM M.E.Land Services,Inc. TECHNICAL STANDARDS. FORTH BY THE TE OF FLORIDA BOARD OF PROFESSIONAL MND SURVEYORS SI CHAPTE / 17.F WA a 7IVE CODE PURSUANT TO 1rLW.FLORIDA STATUTES. 10665 SW 190TH STREET SUITE 3110 SIt3NED FOR THE FIRM MIAMI,FL 33157 STATE°T NGUEL S A Q PHONE:(305)740-3319 I/GU P.S.N.No.8101 iE NOT VApOVAT T FECLE° ¢¢ TORE AND AUTHENTICATED ELECTRONIC REAL ANDIOR FAX:(305)869-3180 THIS MAP IS NOT VALID AND THE ORUM NAL RAISED SEAL OF A LICENSED MIRVEYO R LB*8463 AND MAPPER. Survey:A-20199 Client File k 10-195WGP Page 1 of 2 Not valid without all pages. Surveyor's Legend PROPERTY UNE STRUCTURE FND FOUND IRON PIPE B.R. BEARING REFERENCE TEL TELEPHONE FACILITIES/ ® CONC. BLOCK WALL PIN AS NOTED ON PLAT A CENTRAL ANGLE OR DELTA U.P. UTILITY POLE —X—X— CHAIN—LINK FENCE OR WIRE FENCE LB# LICENSE / — BUSINESS R RADIUS OR RADIAL E.U.B. ELECTRIC UTILITY BOX —/!-1/— WOOD FENCE LS/ LICENSE f — SURVEYOR RAD. RADIAL TIE SEP. SEPTIC TANK IRON FENCE CALC CALCULATED POINT N.R. NON RADIAL D.F. DRAINFIELD ———— EASEMENT SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER ——— CENTER LINE ♦ CONTROL POINT I.R. IRON ROD S/W SIDEWALK ® WOOD DECK 0 CONCRETE MONUMENT I.P. IRON PIPE DWY DRIVEWAY 10 BENCHMARK NRD NAIL h DISK SCR. SCREEN CONCRETE ELEV ELEVATION PK NAIL PARKER—KALON NAIL GAR GARAGE ® ASPHALTP.T. POINT OF TANGENCY D.N. DRILL HOLE ENCL ENCLOSURE P.C. POINT OF CURVATURE ® WELL N.T.S. NOT TO SCALE BRICK /TILE P.R.M. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FINNISHED FLOOR P.C.C. POINT OF COMPOUND CURVATURE ® Y.H. MANHOLE T.O.B. TOP OF BANK WATER P.R.C. POINT OF REVERSE CURVATUREEDGE OF WATER O.N.L OVERHEAD LINES E.O.W. ��— APPROXIMATE EDGE OF WATER P.O.B. POINT OF BEGINNING TX TRANSFORMER E.O.P EDGE OF PAVEMENT COVERED AREA P.O.C. POINT OF COMMENCEMENT CATV CABLE TV RISER C.Y.G. CONCRETE VALLEY GUTTER P.C.P. PERMANENT CONTROL POINT W.M. WATER METER B.S.L. BUILDING SETBACK UNE ©e TREE M FIELD MEASURED P/C POOL EQUIPMENT S.T.L. SURVEY TIE UNE POWER POLE P PUTTED MEASUREMENT CONC. CONCRETE SLAB q CENTER UNE ® CATCH BASIN D DEED ESMT EASEMENT R/W RIGHT—OF—WAY C.U.E. COUNTY UTILITY EASEMENT C CALCULATED D.E. DRAINAGE EASEMENTP.U.E. PUBLIC UTILITY EASEMENT I.E./E.E. INGRESS / EGRESS EASEMENT LM.E. LAKE OR LANDSCAPE MAINT. ESMT. LB.E. LANDSCAPE BUFFER EASEMENTC.M.E. CANAL MAINTENANCE EASEMENT U.E. UTILITY EASEMENT R.O.E. ROOF OVERHANG EASEMENT LA.E. LIMITED ACCESS EASEMENTA.E. ANCHOR EASEMENT Properly Address: General Notes: 1. The Legal Description used to perform this survey was supplied by others. 1086 N.E. 96 STREET This survey does not determine or Is not to imply ownership. 2. This surrey only shows above ground improvemerTts. Underground ut titres, MIAMI SHORES, FL 33138 footings,or encroachments are not located on this survey map. 13. If there Is a septic tank,well,or drain field on this surrey,the location of such Items was shown to us by others and the information was not veNW. Flood Information: 4. Examination of the abstract of title will have to be made to determine record Instrumerb,If any,effect this property. The lands shown herein were not Community Number. MIAMI SHORES/120652 abstracted for easement or other recorded encumbrances not shown on the plat. 5. Wall lies are done to the face of the wall. Panel Number. 0306 6. Fence ownership is not determined. Suffix: L 7. Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. Date of Firm Index: 9/11/2009 9. No Identification bund on properly comers unless noted. Flood Zone: X500 10. Not valid unless seated with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the Base Flood Elevation: 0306 survey work performed In the field.could be drawn at a shown scab and/or not to Date of Field Work: 2/2/2011 12. Elevations 9 shown are based upon NGVD 1929 unless otherwise noted. Date of Completion: 2/4/2011 13. This Is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom it is certified.The certifications do not extend to any unnamed parties. 15. This survey shall not be used for constructiordpemdttirng purposes without written consent from Miguel Espinosa. Legal Description: LOT 4, BLOCK 81, OF SUBDMSION MIAMI SHORES SECTION NO. 3,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA 113 PRINTING INSTRUCTIONS: LINKICHICAGO TITLE INSURANCE CpMPJCNY; ;,alts'successors •.D.•• and/or assigns as their interest may appear. . *goose While viewing the survey in any Acrobat Reader, . . • select the File Drop-down and select'Print" """ ' Select a color printer, if available, or at least one with •'• •• 8.5'x 14'paper. •••••• ••• ••••• Soled ALL for Print Range, and the#of copies you would like to print out Pease Copy below for Policy FreparatM Purpotes en y: ..... Under the'Page Scaling"please make sure you have This pagY does not insum against loss or damage of the g exceptions: Any rights,easements,adwests or dalms whkh may#j"brmason W,jPrQ b0 titb••• selected*None.* itaffawing facts shown an the sumy PmPared by Mir=ESPINON do •' Do not check the°AutoRotate and Center'button. 02AX 1 bearing Job mlk A--W199 " • Check the"Choose Paper size by PDF°checkbox. a NO NOTES gooses ) .... Click OK to Print M.E. Land Services, Inc. 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 PHONE:(305)740-3319 FAX#(305)669-3190 LB#6463 WMAELANDSERVICES.COM Survey-A-20199 Client File# 10-19586GP Page 2 of 2 Not valid without all pages. . � '� � .,. {Le..- ... ,,:.:.. ..., -. _,.... ..,�.- ..a....- .�'�... ..�.�.�.r_ .._..i.-��•.� ,�. . `Ri .�f'i., .,L.F .. .iU sir . .... a .... }r'+" � _._ � , x Certificate ofCompletion Miami Shores Village o 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department = � iry d ' This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in - compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: ' - ?, Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-2-16.433 I Owner ANA ROJAS Contractor CUSTOM TEN INC a � Subdivision/Project NONE Date Issued 06/12/2017 O Construction Type V-B Occupancy Load 6 n Al: I , y Square Footage 128 Ocpce pancy R-3 l' d Description of INTERIOR RENOVATION Applicable '*" Code Work 2014 FLORIDA BUILDING =� Location F 1086 NE 96 ST a Miami Shores FL 33138 f ■u■ ■ua� Building Officials Approval Ismael Naranjo,CBO i yDbJIM F Not Transferable A J�' ► POST IN A CONSPICUOUS PLACE • .�+ ,�- end ;, �.3.��._-y._� � � ?k. �►,��`i.i�'" -x.'�`aP� �� >�i;�.• ��;�• �'r a , a�..fi;- •�'.L - _.. �+e,'�'`'s,`�� ., :A��b �a � �j� *i;f-r�y.,y_T..�, 7 ; .,p�`+ g��s,�r� A�-;..a.��e-� ,.."{g,- �c`:,�.-'"��-`''� _ t Ii,.,_�p �.K. ,:t4•� f.; T ��tn�Lv N�}. yj•_,,.� � �: �� `iC�,�J-S •!�ILbC��$j. �I :3` ..� 'g��a.+ ay.�!b } •µ � �".�ap -`�,Y,'.�.' `.F i� It .i '1 fffilJ� .':' ,`tt• 3M3;F' ♦ -.3-St..� 'I ,0��.iAla4 i.+ ^i �' � "i� � Yt r 'e s,P 'a f{�. �N:.6. .{ hL,. �s.6 (. /S F• Lb .r".i'9'�L r •`�• y��. �'.. 'ee M, .,' '�.: ;. � . d .•'�' ��- ! r��.* �,, v4�• ��i c,M�P ,��r$ �� ¢1yw,,�y�fV ¢� x 4�' �, 'ft"') yE'.�t;s'!k 'r'q a'Y,� S x C , - o 71 _ �y SP TION RECORD l ' P01f1t1'I~ A04,146 *433 rami S3noxe VON, -e Permit Type:Resldspti,,ajFpnstructlon a 1,0050 iN.E tad avenue <? x mIs,�s .F� 31 � ,;" Work CAasslficafion, ,Addltion/Alteration Atao": '(=1 J5 Pzo4 IF= (3W)756 8972 1sSu6 Date 411, 312'016 '! C �cox+1 _ tr": 1®/14/2016 r jNsoeavow mQuEsTs (306)716'2-4949 or Logon st�I,h JtAbtdg�m,iamishoresrriliage com%ap i' fW:: 115M, ARE ACCEPTI✓D DURING 8:30AM-3:V-M`E't0R THE iF�"OLLOVAIR -NIaSINESS DAY. a2egwestsmust W roo tftd 6y 3 pm for follovidag 1 y Irk, xcblaas ! Res`denfl I Construction Parceq #11320,60143480 oWnees ac ANA ROAS -- _ - f �r�b A titr 1t dylt< C_.r t - - Totat sq re -_ - .._ „fes �t kmbe ALLov 77777, t tr; t tair(s1 - MONDAY T 44�G�Y FRtDAY,s -7 Pttafite PnMaor�tractar sA3u> DAY SG -81tCCtPl --�� CUSTOtui TSN INC �3D593 Yds NO WORKS ALLO1r1�ED`ESN S�IwI�rAY QR"Ht�LdLtAYS.,.,_ guiLDtNG AND ROOQFIING fINSPECTIO S ARE DONE MONDAY THROttGH 5041 T ,I : E _ cv �'tAt40/111, "'r a sc o Coe cld 0(4,; Al 41A ow AZA w►'tP�icr.�t 'I)NA \A41 �w !� NO INSP€CT ION WILL 1,E UNLESS THE PERMITCARD IS DISPLAYED AND HAS l�EE THE PERIOM APPLICANTS RESPONSIBILITY T°O'ENSUVRE T9AT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SIbALL'BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMIENT 0P ANY MIATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF Ot[I�IENCEMENT II�IAY RESULT IN YOUR PAYING TWIG FOR I.I�P'RO1 E�IENTS f TO YOUR PROPERTY.; A NOTICE OF COMMENCEMENT- MUST � RE�ORDEn ,,,,AND POSTED ON THE JOS sITE BEFORE THE FIRST 'INSPEC" ION� IF YOU fNTEfiIO TO OBTAIN, FINANC NC, GONSOLT WITH YOUR �.ENOEA OR ASM ,TTORNEY BEFORE CO�tIMENG=I�IG 'WORK OR-RECORC} NG YOURNO`tCE OF OOMMENCEMENT17 ,. �s/yrro --�.•-�,�.. � ;4�,.. va� , �r.r��t•d� - z1i/�.J�`- GJ�fF.o�;�-�`` ' �Jl 4 . Las w►�� is=c ��.Oop STRUCTURAL II .. 7` PLUMBING ` INSPECTION _ D_. INSPECTION �QA1"E �1NSP lNSPEGTlON DATE Foundation Zonin Final --- -. - �SYerrtuall ZQ IN COM ME Rough Slabs ns" St'Lift - r - -- - -- - - _ = h _ Fare S ranks OWNOO#�@ 000 - _- - — Tr�rss%Rafters Se i__: Roof Sheathin U . �,�}%; $ewer ducks _ Roof�Drawfts - WMODws/Doors ELECTRICAL Gas InteriorFraming INSPECIVOON _ DATE IN_SP' — LP Tank i Insulation - e'en r Pofe _— _ Well, _ - CeiliGrid _ 30 Da Tem Lawtl S klrs - -- - Pool Bonding Allain Drain -- Firewall Pool Deck Bondin Ptd! - 07 Pi in" Wire Lath ! Pool Wet�NioheBackflaw Prevenlor Pool.Steel Under roundtere Pool Deck Footer Ground ,%' tch Basins Final Pool Stab_ Condensate Dralft Final Fence -=- - Wali Rough ._ HRS Final. - ..�. Screen Enclosure _-- -- Ceilfi u dq OS= DrivewAy - - - Rough _- !' PLUMBING COMM . S Drlvewa Base -' - - - fi _one Rou� h Tin Cap- Table p horse Final Roof in Pra a�ess TV,Ro x h leap in;Progress rr,ai -- _ - - - - - i Shufters Attachment -- Calmat - -- -= - -, _ ------ -i -- tirE utters - - Intert Rg -- lulls and Guardrails intercom Final ' -- - ADA Aiarrn Rou. - --- = - - - INiSPECtOI - Alarrrfi Final_ - - - t 1 n r reun 6- pipe - -- -- - _- - - DOCUM Fire,Alarm -- Scaia Beari Cert Fire Alarm Final_ Sots Treatment' = ! Service Work With - Floor Elevatr�m_S�rry ' _ -- - veil, tilatron Rough = Reanf Unit Mas !CAL Hood Rough Insulation Ca+r1 _, Pressure Test i Survey food: - Final Serveativn _. - - Tauss Certificatior► - - -- - - Frnal Pod Heater ST�'lr'UCTUFJAL COIIAMENTS MECHA( ICAi. MMONTS r INSP -' S �.. N DATE -. n, Miami Shores Village 7Building Department JUN o zo,s �✓ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 _.. INSPECTION LINE PHONE NUMBER:(305)762-4949 S�"1 FBC 201`1 BUILDING Master Permit No.�'c` I? PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP P CONTRACTOR DRAWINGS SY JOB ADDRESS: �P��fo City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:/ Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /�r�l� T�la'A i Phone#: Address: /on /VE 9-6 � City: M elf*ef/ s State: /":::t Zip: 7 �� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C rbY r II 1' C- Phone#: Yoy —pye 57— 9 Address: Zl sz o ��~4o c olug City: "F4-1-t r State: / ( Zip: / 7 Qualifier Name: k�-& 'C�r— Phone#: State Certification or Registration ee#: /jPCertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ©® Square/Linear Footage of Work: Type of Work: ❑ Addition W Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: a . Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ ) Scanning Fee$ l 2— •ozi� Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 132 m (Revised02/24/2014) Bonding Company's Name(if applicable) t Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 7 Z Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg ' g instrument was acknowledged before me this q day off e a v u 20 16 , by day of N 20 0 by ( i)n0 mon3grif4 ZotaS who is personal) wn to � 2�z— who is personally known to me or who has produced as me or who has produced 'Do Vim IZ as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1.1.1 11fill/ n �� are '•. i Sign: Sign: �� •. Print: An la OsptaaY .g „___,_ .:s�;_ Print: =ot �, mom— _ •ao �y� ;�_ Seal: I2COMMISSIONtEE070020 Seal: EXPIRES: FEB.03,2017 •�iss go1ey� '• `a WWW.AARONNOTARY.com / •o W{gO�J�`••• *�� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DATE(MM/DD/YYYY) ACC-)IR" CERTIFICATE OF LIABILITY INSURANCE 6/16/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS bERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy()es) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Certificate Department W.F. Roemer Insurance Agency, Inc. 3775 NW 124 Avenue PHONE .954-731-5566 FAx No). 954-731-8438 Coral Springs FL 33065 E-MAIL .certificates@roemer-ins.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Mid-Continent Group 23418 INSURED CUST011 INSURER B: Custom Ten, Inc. INSURER C: 21420 Highland Lakes Blvd North Miami Beach FL 33179 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1351697151 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/D A )( COMMERCIAL GENERAL LIABILITY 04GL000955675 7/1/2016 711/2017 EACH OCCURRENCE $1,000,000 rDAMAGE TO RENTED CLAIMS-MADE X� OCCUR PREMISES Ea occurrence $100,000 MED EXP(Any one person) $Excluded PERSONAL BADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY F JE LOC PRODUCTS-COMPlOP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea accident LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LU\B OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER - AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERtMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) License#:CGC1505830 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE -�aw ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD • _._._.._. ...._._.....ry 1 '100% react aev s, JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION «'CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW* CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation taw. EFFECTIVE DATE: 6/18,1016 EXPIRATION DATE: 6116/2018 PERSON: SEVILLA RASIEL FEIN: 263377887 BUSINESS NAME AND ADDRESS: MIAMI STOREFRONT&WINDOWS.CORP 3421 SW 64 AVE MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL DOOR AND WINDOW CONTRACTOR INSTALLATION �:rauani coC�ter aaQ O:itai.FS.an afl°�;otamtpa(�iCM1 wkro e�da examtaior.+om Ms�soffir fia�acertiese:e of e+a�cn uWer its seaw^ may rm4 rewres 6eneFs�x>rps+esai+cn w�9ar C:�<haBter.FuravarR io Chapter ado.Wt 2}F.3.Cerl�of eiesvan b�e ea+pi.agyi cr.:y 'r.ttestypeatCtebas�SalraSa Mme^than�'oaatetar�ealmbsex PursvarxtoCha�e�4i4.C3i'Si f.S 4a; o°es::�aneot� e+sert:pt aro oenat�^.ea M eta�'an to be eco sta„tg at�xto regaataas r• aay inre a°btE°�"rg t�rre�a ar 5re�tarw o am cartflcata, 9+e pe+san�?�an ate ra.'+ce ataerar::a;e na+ar4er asesffi the tegaremer�of ln's aaa�^'as isauanae of a axdtr.,ata.TR2 dep2rtre�;a4ar re�roke a DFSF24)WC-252 CERTIMATE OF ELECTION TO BE EXEMPT REIASED G&13 QUESTIONS?(859)413.1949 }# h ` _._..FLORIN— UAL(EY.TRUSS QUALITY T.Tjss 3635 PARK CENTRAL BLVD.NORTH Vis-€)M-13nIc POMPAMO BEACH FL,33064 I'�cXt(�.�E}-��-gam. • E MAfL : F•LQT@BELCSOUTH.NET ExETitSPhI�E2 FdtShE;EE_fi•�33oG-i co Lt n tV KnR- �b ELZ/ Elevat=ion. L f Block Job STATEMENT: cerW tt'rat the.engineering for if-u-_tisseq lasted on the attached sealed index sheer have been designed and the :ked fbr compliance V&h the Florida Suildirig Cade-2034 The trtcsses have been designed to provide resistance to wind and fcwces as re€gEdred by tie fa3lEawing provisions: ss WADING GOMb TlOMS It QOE TRUSSES QOR TRIJSSES .... GROR73 LEVE L€VD �°� TOP CF�LIVE LOAD • • . Qq -yam AD LOAD n^ • • • 0000 •• • 0000•• BOTTOM OKORD LIVE L€MD ® 130 OM CHORD LME LaO D • •i•• • • • 0000•• B O1 EOM CHURD DEAD LOAD �� BOTTOM GHOP I DEPS LOAD � • •••• %•••i• • � } ••• • �TCTAL : 000i0• • TOTALLOAi1: •• • IDURATiON FAC_02 a G. BLFf?A om FACTOR i • •••• 000000 •••• • 00000-0 MWIEl analysis: ASCE 7-1 a t�� M L VI VI • 0• • 0000•• TU 0.00 Exposf�€ ?-gory_ �� STRUL • . . . 0000•• ®�--� ..Dal- . Mean RsxfU[pight OVED PPR CornpuaR E!eogram used for desk-p: AL PI Attached is a index sheet subrnitted in accordance mirth Florida State IGIS-31..003.The Pages numbered - thruA(.__are photocopies of the original designed and-approved by me. As wittriess by my seal, I hereby certify that the above information is true and correct to the best of my knowledge and{relief- AXEKTA KAVASOGLU, P.E FL. REG.941310A It S00 WAODGERS CIRCLE(#6000 - OCA RATON, FL 33487 I�� a a f NO TRUSS I.D. j _NO TRUSS I.D. NO TRUSS I.D. NO EL SS I.D. NOTRUSS I.D. f .A-G 41 i . _ .. 81 1211 ._._ 161 2, A2— 42' 82• 12211 162 , i 3• A3 I 43; 831 1231 163 ------ f 1 4j Q 4 1 441 84' f 1241 1 164 i ' 5; AAA t 45 85• 1251 165: 6' N 46' 86' 1261 166' 7 p�.. 471 1 87' 1271 167; I j 8i GJ 48 88 128 1681 j 91 49 1 89; 1291 1 169: 10 Sol 90 1301 170; 11 Cj 3 51 91 131 171' 12 52 ' '921 132 172 1 13 ' 53 93 133 1731 14 54. 941 1341 174' 15 551 95 135 175! i 16 56 i 96 136 1761 17 57 97: 1371 177' ; 1858 98 138! I •1781 19 59 99 139. 1 179: I 20 60 100 140 ' 180: 21 61 1011 141 1 181; i 22 i 621 1021 142' 182: 23163F 1031 1431 ; 183; 24'• •••.•• : 64 ' 10411441 1841 •�•�� .••• •}• 6 105• 1451 185 ; r•261 .';". •'i ' 1061 146; 186 • • 27 ! • 6.7 i 107. I 1471 ; 187 •�$ • • }• ' i 108 148! 1 188: ' .P'�.g • '•�3• i 1091 149 1 189' • _ i •. _ • •+ •701 ! 110 150' 190: i �•31 i • •' •J•1• i 111 1511 191 ' i • •32 • • 72�- ' 1121 1521192! — • �.•33' • • • 73. 113 153: 193 34' ; •••• 74 ' 114 1541 194; 35' 751 1151 155: 195; ; 361 761 116 5 ; 196: 37' 77, 1117 157; 197 --i 38a_ 78' 118 158; 198. 39; ! 791 119 1 1591 i 199; i 40:' 80, 1 120; 1 1601 200 —� A. YEKTA KAVASOGLU, P.E. H ' 1 '' " FL. REG. (41310 6500 `;/t!. RODGERS CIRCLE#8000 BOC "r A RATOf`d, FL 33487 [MAY 12015 ZQ15 �� a ti Florida Quality Truss Engineering-List Main Office: Job#: 16175N Alt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net Date: Customer Information: Project Information; Name: Contact: Name., CUSTOM TEN CONS. Fill in later ROJAS RESIDENCE Address: Address: Region: 1086 NE 96TH STREET I Dade City,State,Zip: City,State,Zip: MIAMI SHORE,FL salesman: Notes: Loading: TC BC Fill in later Designer. LL 0 0 NUMAN 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 1 30-00-00 Al G 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each - g 2x5 / 2x5 0.00 02-00-00 00-00-00 00-00-00 2 1 30-00-00 A2 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each _. - 2x5 / 2x5 0.00 02-00-00 00-00-00 00-00-00 3 1 30-00-00 A3 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 02-00-00 00-00-00 00-00-00 4 1 30-00-00 A4 3.00 0.00 0.00 02-00-00 100-00-00 006-864 00-00-00 0 lbs.each R 2X5 / 2x5 0.00 02-00-00 •00-80-80 00-00-00 •••• • 5 1 30-00-00 A5 3.00 0.00 0.00 02-00-00 •eaeae0 00-00L00 00-0"(!••• 0 lbs.each �. ��N 2x5 / 2x5 0.00 02-00-00 •06-6-00 00-00-00 • • 0000 • • • 6 1 30-00-00 A6 _ 3.00 0.00 0.00 02-00-00 Q4 fl4 e0 oq-eQ 0; 00-4-go .. 0 lbs.each -00-00 • • 2x5 / 2x5 0.00 02-00-00 •Qa QQ 90 00-QQ QQ •.••• 7 1 30-00-00 A7 3.00 0.00 0.00 02-00-00 '60-66-.00 0o-86-66 00-0d'd(f':' 0 lbs.each 2x5 / 2x5 0.00 02-00-00 :86-:6-90 00-00-00 '• B •• 8 2 01-00-00 C.11 3.00 0.00 0.00 02-00-00 •00-00.00 000-00 00-001-00 0 • 0 • •0000• 0 lbs.each 2x5 / 2x5 0.00 00-00-00 woo-eo 00-0"(# • •• 9 2 01-00-00 CAA 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 10 2 03-00-00 CJ3 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 11 2 03-00-00 CJ3A 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 12 1 06-07-14 HJ5 2.12 0.00 0.00 02-09-15 00-00-00 00-00-00 00-00-00 o lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 13 1 06-07-14 HAA 2.12 0.00 0.00 02-09-15 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 14 7 04-09-00 J5 3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 15 4 04-09-00 J5A3.00 0.00 0.00 02-00-00 00-00-00 00-00-00 00-00-00 0 lbs.each 2x5 / 2x5 0.00 00-00-00 00-00-00 00-00-00 Page 1 of 1 Job:(16175N) /Al G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:138(Effective 6/1/2013) 1:4m ply Top chord 2x4 SP SS:T1 2x4 SP#2 N: p �nn w nj1�.00. rpeal h t,JCE%� O,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT II,EXP C, vSrtd•T L=5psfnf(B 66 4p P 5sfsf,CPI(+/-)=0.18 • • • ••• • • • •T4 2x4 SP#1 Dense: 1A/nd loans Em*reactions bAed on RIIWFRS. Bot chord 2x4 SP#1 Dense:B2 2x4 SP#2 N: • • ••• • • • • 000 Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80%length of web :Lt Level Return 2x4 SP#3::Rt Level Return 2x4 SP#3: member.Attached with 16d Box or Gun(0.135"x3.5",min.)nails @ 6"OC. Lumber value set"13B"uses design values approved 1/3012013 by ALSC • 2d� •(b)CoiOiRuous Iat&al restitint equalIy�s pace"member.Or 2x6#3 or better"T"reinforcement.80%length of web Special loads • n:em:%'.AttichMth. . . 6101(0.j;j7x3.5",min.)nails @ 6"OC. -(Lumber Dur.Fac=1.25/Plate Dur.Fac=1.25) • • • • • • • • • TC-From 91 pif at-2.00 to 91 pB at 4.75 • gpfl�tiop meets 60 qye aftd U240�otal isad•Creep increase factor for dead load is 1.50. • • ••• • ••• • TC-From 45 pif at 4.75 to 45 pif at 25.25 TC-From 91 pif at 25.25 to 91 pif at 32.00 BC-From 20 plf at 0.00 to 20 plf at 4.78 BC-From 10 pif at 4.78 to 10 pH at 25.22 •• • • • •• 000 •• BC-From 20 pif at 25.22 to 20 plf at 30.00 • • • • • • • • • PLB-From 4 pif at-1.96 to 4 plf at-0.12 • ••• • • • • •• • PLB-From 4 pif at 30.12 to 4 pB at 31.96 • • • • • •• • • TC-491.46 Ib Cone.Load at 4.78 • • • • • • • • • TC-187.99 Ib Conc.Load at 7.06,9.06,11.06 •• • • • • • ••• •• TC-166.97 Ib Conc.Load at 13.06,15.06,17.06,19.06 21.06,23.06 TC-258.69 Ib Conc.Load at 25.22 BC-205.40 Ib Conc.Load at 4.78 BC-84.03 Ib Conc.Load at 7.06,9.06,11.06,13.06 15.06,17.06,19.06,21.06,23.06 BC-201.57 Ib Conc.Load at 25.22 Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [15] W3X6 1.75 L 1.25 (20] W3X8 3.25 R 1.25 [21] W3X5 2.25 L 1.25 [22] W3X4 1.25 R 1.25 4918 1689 1679 1670 1878 2596 ma's^6af 2' i z169i 2' i ztw= 2' zte7i 2' } _f4Zrt^ta -4'9.6-� 3 Z-4'9" i.." 20'6" 4,9^-y'I T1 T WX4(A1) a s a a m 1�6T4 4( 1i a2X4(R 51 a4 12 a B r 13'1" I 16'11" 2 + 30, 2 2050 84# 846 806 848 2020 R=1089#U=495#W=8" R=1366#U=558#W=8" (Rigid Surface) (Rigid Surface) R=3569#U=1536#W=8" LEFT RAKE=2'0"12 (Rigid surface) RIGHT RAKE=2'0"12 SEQ= 325560 PLT.TYP.-WAVE DESIGNCRrr^FBC2014RE&RPI-2007FTIRT^20%(C%y1(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.1250 "WAR IN 1"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF rnnaes reqube ei me care a famwUng,hwWTn,=pbV.hsWMng and brad V.Rarer to end rovow tna Imam eepmn of IOCSI fBWKM Component Barmy hft matbn,by TPI end wrDA)for safety W-11 es PW to parror-kv theeo hmallorm.Ionia m m,d provWe tomPawy W"pa,Real. TC DL 15.Opsf FLUBIDA mesanomdo0rerw top oemdWWhyspopmtra eaaahamawwftgand beltwnewra DATE 0531-2016 ��r��Da'cremre��n r °csl`ou �ai eior B1"o,�aPPa°eeiat.�PPIy P` BC DL 10.Opsf DRWG QULiLl l i 1 itUSS °r te'ma eod podbn m W_ebm ard an Ve Jmrd Detde,Mees owed mh-Ise. Rorer to drawings ISM-Z for standard Plate posNo- 0.0 Sf mvtnmaugfcompOoeNeG«mw.andnothreepmemefo amaawmmnranmmeg, BC LL p e deny tome In conformance wtlh ANSVrP11.or for hmft,aNpphV.4nda0etbn TEL:(954)975-3384 AuWwthis dnwNpocover PP11allgwadrawln WoutumaptnroeafprotoIond TOT.LD. 55.Opsf O/ALEN. 30 FAX:(954)978-5980 wobStuchnwft adityfor I%dulimMum rmvAtmvas 1.25 JOB#: 16175N .. 36M PARK CENTRALBLVD. PWMft Of the Mft Dulgh"p4r�NUM I Sao.t DUR.FAC. POMPANO BEACH,FL 33064 For nave udoanmmn m Oft lob%gererst nates page and thea wet she: mvecc¢www.9wbcg.wrn;M.vAvw.ti kiss rg;V4Tea way,1,cmamry.eem;Ice:www.Icosotoorg SPACING 24.0" TYPE HIPS 16 13.0810.53 H0710 0.80 0.80 N 0.00 L/999 0.00 L/999 0.02 0.04 15 PLF 0 4.B to 15 0 25.2 [y=13.711 0%] (ALPINE][FBC2014Res/TPI-2007j[AIG][16175N/l] 17 13.08 10.53 ---- ----- ---- ----- - - ---- 31 PLF 0 25.2 to 31 0 32.0 [y=13.7][ 0%] [TCLL 30.0][TCDL 15.01[BCOL 10.01[BCLL 0.011DF 1.25][OC 24.011NM 1][SOFFIT 2.01 18 13.08 10.53 - - ----- ---- ----- ---- ---- 4 PLF 0 30.1 to 4 0 32.0 [y= 8.5)( Ot] 19 • 13.08• 9.16.4X12• 0980 0.97o No 40900 L/999 0.00 L/999 0.01 0.03 30 PLF 0 13.1 to 30 0 25.2 [y=13.71[1004] 20 ••;6.914.10.St 3X9[20 00"O,Yr N 60 09 L/999 0.23 L/888 0.03 0.06 20 PLF 0 0.0 to 20 0 4.8 (y= 3.51[ 041 [STD.AUTO.LOAO][OC 24.001[DF 1.251[NM 11 21 • 19.24• 9.1� 3X�(�1 0.80 1.91 N •0.10 L/999 0.24 L/847 0.01 0.03 4 PLF 0 -2.0 t0 4 0-0.1 [y= 8.5)[ Ot] ===Bearings==[X-Loc][React)IMi¢Size Req]== Repetitive Factors Used: No 22 20.95 10. 3X�[ZL O0B0 0,9 N X0.16 L/999 0.38 L/534 0.03 0.06 60 PLF 0 25.2 to 60 0 32.0 (y=13.7)(100%] [ 0.00][ 1089][0.131 (12.751[ 3569][0.41] [29.331( 13681[0.13] 31 PLF 0 -2.0 to 31 0 4.8 [y=13.7][ 0t] 23 • 21.249 9916•SX6`9 • 0980 0.749 N••0.16 L/999 0.38 L/531 0.02 0.06 10 PLF 0 4.8 to 10 0 25.2 [y= 3.51f Ot] 15 PLF 0 4,8 to 15 0 25.2 [y=13.711 Ot] 24 21.24 9.15 ---- ----- ---- ----- ---- ---- 20 PLF 0 25.2 to 20 0 30.0 (y=3.51[ 0%1 31 PLF 0 25.2 to 31 0 32.0 [y=13.711 Ot] 25 21.24 9.15 ---- ----- ---- ----- ---- ---- 268.07 as. 0 4.8, 13.7 Angle=270 EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 4 PLF 0 30.1 to 4 0 32.0 [y= 8.511 Ot] 26 25.10 9.15 1.5X4 0.80 0.38 N 0.14 L/999 0.34 L/597 0.03 0.07 223.39 Lbs. 0 4.8, 13.7 Angle-270 1- 3 42 -24 0.01 0.49 0.50 1 4 SP 12 N 22.89 3.00 Plywd 60 PLF 0-2.0 to 60 0 4.8 Iy=13.71[100%] 27• 25.fo 10.53 V6 •0.80 0.86 JI 0.1j 49/999 0.33 L/604 0.02 0.04 91.63 as. 0 7.1, 13.7 Angle=270 6- 9 909 -2066 0.05 0.71 0.76 4 4 SP#2 N 54.30 3.01 Plywd 20 PLF 0 0.0 to 20 0 4.8 [y=3.51[ 0%] 26 9 2& 5 10.53•• • • •• -r- ----- ---- ----- ---- ---- 76.36 as. 0 7,1, 13.7 Angle=270 B-15 281 -515 0.00 0.27 0.28 4 4 SP SS 52.63 0.01 Plywd 30 PLF 0 4.8 to 30 0 25.2 fy=13.71[100t] 20 • 2i.45 10.53 • • • • • -9-0----- ---- ----- - ---- 91.63 Lbs. 0 9.1, 13.7 Angle-270 15-16 3530 -1501 0.33 0.38 0.70 1 4 SP SS 47.38 -0.00 Plywd 60 PLF 0 25.2 to 60 0 32.0 [y=13.71[100%1 3E • 29.600 9.15 • • • • 0.00 t/999 0.00 L/999 0.04 0.09 76.36 Lbs. 0 9.1, 13.7 Angle=270 17-20 3530 -1501 0.33 0.38 0.70 1 4 SP SS 46.33 -0.00 Plywd 10 PLF 0 4.8 to SO 0 25.2 [y=3.51[ 0%] 3� • Af�4• 9.43 • • • • Oi_j Z/999 0.00 L/999 0.05 0.10 91.63 Lbs. 0 11.1, 13.7 Angle=270 20-22 118 -790 0.00 0.19 0.19 3 4 SP SS 48.08 -0.00 Plywd 20 PLF 0 25.2 to 20 0 30.0 [y=3.5][ Ott 32 29.65 9.28• • • ••• ---- ----- ---- --- ---- ---- 76.36 as. 0 11.1, 13.7 Angle=270 22-29 1029 -2947 0.07 0.32 0.39 3 4 SP SS 51.58 -0.01 Plywd 4 PLF 0 -2.0 to4 0-0.1 [y= 8.5][ Ott 33 29.65 9.24 3X6(81) 0.90 0.85 0.00 L/999 0.00 L/999 0.04 0.09 91.08 as. 0 13.1, 13.7 Angle-270 27-31 1118 -2986 0.07 0.78 0.84 3 4 SP#1 Dense 54.30 -3.01 Plywd 268.07 Lbs. 3 4.8, 13.7 Angle=270 34 30.00 9.34 0.00 L/758 0.01 L/330 0.04 0.10 75.90 Lbs. 0 13.1 13.7 Angle=270 34-37 42 -24 0.01 0.31 0.31 1 4 SP#1 Dense 22.89 -3.00 Plywd 223.39 as. 3 4.8, 13.7 Angle=270 35 3Q 08• 8 64 •• � - ----- ---- ----- ---- ---- 91.08 Lbs. 0 15.1, 13.7 Angle=270 7-11 1942 -846 0.27 0.46 0.73 4 4 SP#1 Dense 54.00 -0.00 Diaph 91.63 as. S 7.1, 13.7 Angle-270 36 ••3r:85• 8:88.?kg�(R)• 0080 9. d' No 0.04 L/585 0.09 L/255 0.03 0.08 75.90 Lbs. 0 15.1, 13.7 Angle=270 11-12 1962 -853 0.27 0.23 0.50 4 4 SP#1 Dense 47.38 -0.00 Diaph 76.36 Lbs. 3 7.1, 13.7 Angle=270 37 931.85 88 •989 • 9 • • •• 9r-- ---- ---- 91.08 Lbs. 0 17.1, 13.7 Angle=270 13-19 368 -222 0.09 0.49 0.59 4 4 SP#2 N 50.88 -0.00 Diaph 91.63 as. a" 9.1, 13.7 Angle-270 • • • • • •• • • 75.90 as. 0 17.1, 13.7 Angle=270 19-21 599 -51 0.15 0.51 0.66 3 4 SP#2 N 49.83 -0.00 Diaph 76.36 as. 3 9.1, 13.7 Angle=270 • • • • • • • • • 91,08 as. 0 19.1, 13.7 Angle=270 21-24 2902 -1022 0.74 0.25 0.98 3 4 SP#2 N 48.08 -0.00 Diaph 91.63 as. 3 11.1, 13.7 An le=270 •• • • • • • ••• •• 23-26 2844 -1042 0.39 0.26 0.65 3 4 SP#1 Dense 46.33 -0.00 Diaph 76.36 as. 3 11.1, 13.7 Angle=270 75.90 as. 0 19.1, 13.7 Angle=270 P g 91.08 as. 0 21.1, 13.7 Angle=270 26-30 2827 -1047 0.39 0.60 0.99 3 4 SP#1 Dense 54.00 -0.00 Diaph 91.08 as. 3 13.1, 13.7 Angle-270 75.90 Lbs. 0 21.1, 13.7 Angle=270 0- 2 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 -1.64 75.90 Lbs. 3 13.1, 13.7 Angle=270 91.08 as. 0 23.1, 13.7 Angle=270 35-36 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 1.64 91.08 as. 3 15.1, 13.7 Angle=270 75.90 Lbs. 0 23.1, 13.7 Angle=270 4- 5 467 -1072 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 75.90 Lbs. 3 15.1, 13.7 Angle=270 141.10 Lbs. 0 25.2, 13.7 Angle=270 4- 6 901 -2083 0.05 0.71 0.76 4 4 SP#2 N 3.16 8.46 Plywd 91.08 Lbs. 3 17.1, 13.7 Angle=270 117.58 Lbs. 0 25.2, 13.7 Angle=270 3- 4 41 -74 -=-=Fictions Member=-=- SP#2 N 1.90 -5.04 ----- 75.90 as. 3 17.1, 13.7 Angle=270 112.04 Lbs. 0 4.8, 3.5 Angle=270 6- 7 140 0 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.47 ----- 91.08 Lbs. 3 19.1, 13.7 Angle=270 93.36 as. 0 4.8, 3.5 Angle=270 5- 7 1810 -805 0.25 0.46 0.71 4 4 SP#1 Dense 3.21 -4.52 Diaph 75.90 Lbs. 3 19.1, 13.7 Angle=270 45.83 as. 0 7,1, 3.5 Angle=270 32-33 487 -1250 -_--Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 91.08 Lbs. 3 21.1, 13.7 Angle-270 38.20 Lbs. 0 7.1, 3.5 Angle=270 31-32 1080 -2917 0.06 0.63 0.69 3 4 SP#1 Dense 3.16 -8.46 Plywd 75.90 as. 3 21.1, 13.7 Angle-270 45.83 as. 0 9.1, 3.5 Angle=270 32-34 41 -74 -=-=Fictious Member=-=- SP#1 Dense 1.90 5.04 ----- 91.08 Lbs. 3 23.1, 13.7 Angle=270 38.20 Lbs. 0 9.1, 3.5 Angle=270 30-31 103 0 -_-=Plate Member--_- PLATE MEMBER 3.47 97.48 ----- 75.90 Lbs. 3 23.1, 13.7 Angle=270 45.83 Lbs, 0 11.1, 3.5 Angle=270 30-33 2683 -1012 0.37 0.60 0.97 3 4 SP#1 Dense 3.21 4.52 Diaph 141.10 Lbs. 3 25.2, 13.7 Angle=270 38.20 as. 0 11.1, 3.5 Angle=270 9-10 851 -1969 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 117.58 Lbs. 2 25.2, 13.7 Angle=270 45.83 as. 0 13.1, 3.5 Angle=270 8-10 515 -281 -=-=Fictious Member=- SP SS 0.00 -Vert- ----- 112.04 as. 2 4.8, 3.5 Angle=270 38.20 Lbs. 0 13.1, 3.5 Angle=270 16-18 3530 -1501 -=-=Fictions Member=- SP SS 0.00 -Vert- ----- 93.36 Lbs. 2 4.8, 3.5 Angle=270 45.83 Lbs. 0 15.1, 3.5 Angle=270 17-18 1501 -3530 -=-=Fictious Member=- SP SS 0.00 -Vert- ----- 45.83 as. 3 7.1, 3.5 Angle=270 38.20 Lbs. 0 15.1, 3.5 Angle=270 28-29 2947 -1029 -=-=Fictions Member=- SP SS 0.00 -Vert- ----- 38.20 Lbs. 3 7.1, 3.5 Angle=270 45.83 as. 0 17.1, 3.5 Angle=270 27-28 2889 -1060 ----Fictions Member=- SP#1 Dense 0.00 -Vert- ----- 45.83 as. 3 9.1, 3.5 Angle=270 38.20 as. 0 17.1, 3.5 Angle=270 12-14 1962 -853 -=-=Fictious Member=-=- SP#1 Dense 0.00 -Vert- ----- 38.20 Lbs. 3 9.1, 3.5 Angle=270 45.83 as. 0 19.1, 3.5 Angle=270 13-14 222 -368 -=-=Fictions Member=- SP#2 N 0.00 -Vert- ----- 45.83 Lbs. 3 11.1, 3.5 Angle-270 38.20 as. 0 19.1, 3.5 Angle=270 24-25 2902 -1022 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 38.20 Lbs. 3 11.1, 3.5 Angle=270 45.83 Lbs. 0 21.1, 3.5 Angle=270 23-25 1042 -2844 ---=Fictious Member=- SP#1 Dense 0.00 -Vert- ----- 45.83 Lbs. 3 13.1, 3.5 Angle=270 38.20 Lbs. 0 21.1, 3.S Angle=270 0- 1 0 -0 - -=Fictious Member=-=- SP#3 0.00 -Vert- ----- 38.20 as. 3 13.1, 3.5 Angle=270 45.83 as. 0 23.1, 3.5 Angle=270 36-37- 0 -0 -=-=Fictious Member=-=- SP 93 0.00 -Vert- ----- 45.83 as. 3 15.1, 3.5 Angle=270 38.20 as. 0 23.1, 3.5 Angle=270 38.20 Lbs. a" 15.1, 3.5 Angle=270 109.95 as. 0 25.2, 3.5 Angle=270 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 45.83 Lbs. 3 17.1, 31 Angle=270 91.62 Lbs. 0 25.2, 3.5 Angle=270 10-11 226 -66 0.09 3 4 SP#3 13.17 38.20 as. 3 17.1, 3.5 Angle=270 Brg.#1 Vert.R= 631.1 # Hor.R= 0.0# 10-14 605 -1684 0.63 1 4 SP#3 47.49 45.83 as. S 19.1, 3.5 Angle=270 Brg.# 2 Vert.R= 3315.7 #Hor.R= -0.0# 14-15 763 -322 0.29 1 4 SP#3 13.17 38.20 Lbs. 8 19.1, 3.5 Angle=270 Brg.#3 Vert.R= 1368.1#Hor.R= -0.0# 15-19 1819 -3916 0.94 1 4 SP#3 47.49 T Brc 45.83 Lbs. s 21.1, 3.5 Angle=270 18-19 307 -594 0.11 1 4 SP#3 13.17 38.20 Lbs. 3 21.1, 3.5 Angle=270 (Partial Unbal. Rtj[OC 24.001[DF 1.25](NN 11 19-20 1649 -4186 0.84 1 4 SP#3 46.49 1 CLB 45.83 Lbs. 3 23.1, 3.5 Angle=270 Repetitive Factors Used: No 20-21 1000 -326 0.38 1 4 SP#3 13.17 38.20 as. 3 23.1, 3.5 Angle-270 31 PLF 0 -2.0 to 31 0 4.8 [y=13.71[ Ot) 21-22 965 -2314 0.84 1 4 SP#3 46.49 109.95 Lbs. 3 25.2, 3.5 Angle=270 15 PLF 0 4,8 to 15 0 25.2 [y=13.71[ 0%) 22-25 236 -35 0.09 4 4 SP#3 13.17 91.62 as. 3 25.2, 3.5 Angle=270 31 PLF 0 25.2 to 31 0 32.0 (y=13.71[ Otj 25-28 109 0 0.04 3 4 SP#3 46.49 Brg.# 1 Vert.R= 1042.9 #Hor.R= 0.0# 4 PLF 0 30.1 to 4 0 32.0 [y= 8.51[ Ot] 26-28 196 0 0.07 4 4 SP#3 13.17 Brg.#2 Vert.R= 3569.1 #Hor.R= -0.0# 60 PLF 0 -2.0 to 60 0 4.8 (y=13.71[100%] Brg.#3 VeIt.R= 1348.9#Hor.R= -0.0# 20 PLF 0 0.0 to 20 0 4.8 [y= 3.51[ Otj Node X-Loc Y-Loc Plate Cq JSI Method deflY(L) def1Y(T) dxL dxT=---------------------------------------------= 4 PLF 0 -2.0 to 4 0 -0.1 (y= 8.51[ Ott 0 -1.85 8.89 2X4(R) 0.00 0.50 N 0.05 L/418 0.13 L/175 0.01 0.03 [FBC pass#2][OC 24.00][DF 1.25][NM 1] 30 PLF 0 4.8 to 30 0 13.1 [y=13.7][100%] 1 -1.85 8.88 ---- ----- ---- ----- ---- ----Repetitive Factors Used: Yes 10 PLF 0 4.8 to 10 0 25.2 [y= 3.51[ 0%] 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- 31 PLF 0 -2.0 to 31 0 4.8 [y=13.7][ Ot] 20 PLF 0 25.2 to 20 0 30.0 [y= 3.51[ Ot) 3 0.00 9.34 0.00 L/594 0.01 L/244 0.00 0.00 31 PLF 0 4.8 to 31 0 25.2 [y=13.7][ 0] 268.07 as. 0 4.8, 13.7 Angle=270 4 0.15 9.28 ---- ----- ---- ----- ---- ---- 31 PLF 0 25.2 to 31 0 32.0 [y=13.71( Ot) 223.39 Lbs. 0 4.8, 13.7 Angle=270 5 0.15 9.24 3X4(Al) 0.80 0.87 0.00 L/999 0.00 L/999 0.00 0.00 4 PLF 0 30.1 to 4 0 32.0 [y= 8.5][ Ot] 91,63 as. 0 7.1, 13.7 Angle=270 6 0.36 9.43 0.00 L/999 0.00L/999 0.00 0.00 20 PLF 0 0.0 to 20 0 30.0 [y=3,51[100%1 76.36 Lbs. 0 7.1, 13.7 Angle=270 7 0.40 9.15 0.00 L/999 0.00 L/999 0.00 0.00 20 PLF 0 0.0 to 20 0 30.0 Iy= 3.51[ 0%] 91.63 Lbs. 0 9.1, 13.7 Angle=270 a 4.75 10.53 5X8 0.80 0.89 N 0.08 L/999 0.20 L/760 0.01 0.02 4 PLF 0 -2.0 to 4 0-0.1 (y= 8.51[ 0%] 76.36 Lbs. 0 9.1, 13.7 Angle=270 9 4.75 10.53 ---- ----- ---- ----- ---- ---- Brg.# 1 VeIt.R= 393.7#Hor.R= -0.0# 91.63 as. 0 11.1, 13.7 Angle=270 10 4.75 10.53 ---- ----- ---- ----- ---- ---- Erg.#2 Vert.R= 1300.7#Hor.R- 0.0# 76.36 Lbs. 0 11.1, 13.7 Angle=270 11 4.90 9.15 1.5X4 0.80 0.42 N 0.08 L/999 0.21 L/755 0.01 0.02 Brg,#3 Vert.R= 561.5 #Hor.R= -0.0# 91.08 Lbs. 0 13.1, 13.7 Angle=270 12 8.84 9.15 5X6 0.80 0.73 N 0.06 L/999 0.14 L/999 0.01 0,03 ------------------------------------ --------= 75.90 as. 0 13.1, 13.7 Angle-270 13 8.84 9.15 ---- ----- ---- ----- ---- ---- [Partial Unbal. Lt](OC 24.00][DF 1.25][NN 1) 91.08 Lbs. 0 15.1, 13.7 Angle=270 14 8.84 9.15 ---- ----- ---- ----- ---- ----Repetitive Factors Used: No 75.90 as. 0 15.1, 13.7 Angle=270 15 9.14 10.53 3X6[151 0.80 0.98 N 0.05 L/999 0.14 L/999 0.01 0.02 31 PLF 0-2.0 to 31 0 4.8 (y=13.7]( 0%1 91.08 Lbs. 0 17.1, 13.7 Angle=270 J 75.90 Lbs. @ 17.1, 13.7 Angle=210 91.08 Lbs. @ 19.1, 13.7 Angle-270 75.90 Lbs. @ 19.1, 13.7 Angle=270 91.08 Lbs. @ 21.1, 13.7 Angle=270 • • ••• • • • ••• 75.90 Lbs. @ 21.1, 13.7 Angle=270 •• •• • • • •• •• • 91.08 Lbs. @ 23.1, 13.7 Angle=270 • • • • • • • • • • 75.90 Lbs. @ 23.1, 13.7 Angle=270 • • • ••• • • • 141.10 Lbs. @ 25.2, 13.7 Angle=270 • • • • • • • • 117.58 Lbs. @ 25.2, 13.7 Angle 270 • • 000 • • • • 069 112.04 Lbs. @ 4.8, 3.5 Angle=270 93.36 Lbs. @ 4.8, 3.5 Angle-270 45.83 Lbs. @ 7.1, 3.5 Angle-270 • •• • • • •• 38.20 Lbs. @ 7,1, 3.5 Angle=270 • • • •• • • •• • 45.83 Lbs. 0 9.1, 3.5 Angle=270 • • •• • • • • • • •• 38.20 Lbs. @ 9.1, 3.5 Angle-270 • • • • • • • • • • 45.83 Lbs. @ 11.1, 3.5 Angle-270 • • • • • • • • • • 38.20 Lbs. @ 11.1, 3.5 Angle=270 • • 000 • 000 • 45.83 Lbs. @ 13.1, 3.5 Angle-270 38.20 Lbs. @ 13.1, 3.5 Angle=270 45.83 Lbs. @ 15.1, 3.5 Angle=270 38.20 Lbs. @ 15.1, 3.5 Angle=270 •• • • • •• 000 •• 45.83 Lbs. @ 17.1, 3.5 Angle=270 • • • • • • • ••• • • • ••• • • • • 38.20 Lbs. @ 17.1, 3.5 Angle=270 • • • • • •• • • 45.83 Lbs. @ 19.1 3.5 Angle-270 • • • • • • • • • 38.20 Lbs. @ 19,1, 3.5 Angle=270 •• • • • • • 000 •• 45.83 Lbs. @ 21,1, 3.5 Angle=270 38.20 Lbs. @ 21.1, 3.5 Angle=270 45.83 Lbs. @ 23.1, 3.5 Angle-270 38.20 Lbs. @ 23.1, 3.5 Angle=270 109.95 Lbs. @ 25.2, 3.5 An le=270 91.62 Lbs. @ 25.2, 3.5 Angle=270 Brg.# 1 Vert.R= 1088.8 #Hor.R= -0.0# Brg.# 2 Vert.R= 3224.3 #Hor.R= -0.0# Brg.#3 Vert.R= 886.7 #Hor.R= -0.0# [MW FRS.UPLIFT.LOAD][OC 24.00](DF 1.60][NM 1] Repetitive Factors Used: No 10 PLF @ -2.0 to 10 @ 4.8 [y=13.7]( 0%] 10 PLF @ 0.0 to 10 @ 4.8 (y= 3.5]( 0%] 5 PLF @ 4.8 to 5 @ 25.2 [y=13.71[ 0%] 10 PLF @ 25.2 to 10 @ 32.0 `y=13.7][ 08] 5 PLF @ 4.8 to 5 @ 25.2 [y= 3.5][ 01 10 PLF @ 25.2 to 10 @ 30.0 [y= 3.5]( 0%] -64 PLF @ -2.0 to -64 @ 4.8 `y=13.7](100&] -32 PLP @ 4.8 to -32 @ 25.2 [y=13.7][100&] -64 PLF @ 25.2 to -64 8 32.0 (y=13.7](100%] -163.18 Lbs. @ 4.8, 13.7 Angle=270 -88.53 Lbs. @ 7.1, 13.7 Angle-270 -88.53 Lbs. @ 9.1, 13.7 Angle=270 -88.53 Lbs. @ 11.1, 13.7 Angle=270 -82.48 Lbs. @ 13.1, 13.7 Angle=270 -82.48 Lbs. @ 15.1, 13.7 Angle=270 -82.48 Lbs. @ 17.1, 13.1 Angle=270 -82.48 Lbs. @ 19.1, 13.7 Angle=270 -82.48 Lbs. @ 21.1, 13.7 Angle=270 -82.48 Lbs. @ 23.1, 13.7 Angle=270 -146.48 Lbs. @ 25.2, 13.7 Angle=270 -129.50 Lbs. @ 4.8, 3.5 An le=270 -64.87 Lbs. @ 7.1, 3.5 Angle-270 -64.87 Lbs. @ 9.1, 3.5 Angle=270 -64.87 Lbs. @ 11.1, 3.5 Angle=270 -13.10 Lbs. @ 13.1, 3.5 Angle=270 -13.10 Lbs. @ 15.1, 3.5 Angle=270 -13.10 Lbs. @ 17.1, 3.5 Angle=270 -13.10 Lbs. @ 19.1, 3.5 Angle=270 -13.10 Lbs. @ 21.1, 3.5 Angle=270 -13.10 Lbs. @ 23,1, 3.5 Angle=270 -45.92 Lbs. @ 25.2, 3.5 An le=270 Brg.# 1 Vert.R= -495.0 #Hor.R= -0.0# Brg.#2 Vert.R= -1535.7 #Hor.R- -0.0# Brg.#3 Vert.R= -558.5 #Hor.R= -0.0# Job:(16175N) /A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 1-M mph orindR#9100 ftmean4hgt,ASCE 446,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT II,EXP C, w �CT'1' 1t=5.Tpsf,fnd:BC••DL=JDpsf.@Cpi(+/-)=0.18 Bot chord 2x4 SP#2 N chord 2x4 SP#2 'T2,T3 2x4 SP#1 Dense: V$d 104 an4eactlpM*a43d on 4WF*with additional C&C member design. Webs 2x4SP#3 • • ••• • • • • ••• :Lt Level Return 2x4 SP#3::Rt Level Return 2x4 SP#3: (a)Continuous lateral restraint equally spaced on member.Or 1 x4#3SRB SPF-S or better"T'reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC $ottom Cvpprd checl4ed for 1P.00 psf nqp-concWont live load. Deflection meets L/360 live and L./240 total load.Creep Increase factor for dead load is 1.50. • • • •• • • •• • •MWFR9load%based on 4us•es4ocated at laa•t 7.50 ft.from roof edge. • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 6'9" I 16'6" 6'9" �{ 12 T2 3 v 85X8 1 1.5X4 -5X6 O 1114X5(R) T M (a) (a) T N t r1' a3X4(At ==�4-W(AlL N 1 su g2X4(R =2X4(8) 1 '1 85X66X �SXB 11 c ` s 13'1" 2' 30' R=793#U=343#RL=57/-57#W=8" R=1991#U=78N W=8" R=999#U=4288 W=8" (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE=2'0"12 RIGHT RAKE=2'0"12 SEQ= 325565 PLT.TYP.-WAVE DESIGNCRrr"FBC2014RESrrPI.2007FT1RT-2D%(C%v1(a) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 "WAR 0"READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 sf REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, P T—requhe emreme care N Ia6r4aBn&hemmn,ahippmp,Inslemng em breclnp.Refer to end rep-en,Imaat edelon f Beet(Bwmn t;con"nont Inforrnedon,by TPI e W wrCA)forret/ TC DL 15.Opsf DATE 05-31-2016 uecucee pft to porfoeirn3 these f ne dom.inamtere shat prevme nmpwary waob3 per B=. UNese mtea otherwise,top ehord stmt here propem eMwhee eh ectmai ahesthNB end bene.chord FLORIDA sort eve a preparly etmehaa dpm oamnB.ttte am ahawn fa pmmemnt latent reW-Int ofwabe BC DL 10.0psf DRWG T*t��/�'� Sort have brwhg brented per 8C816601Wm 03,B'7 or 810,n apptee0le.Apply platen to each face QUALITY TRUSS ReftaNd�rewtr�WISDA-Z standard apoftetm�ie.Gemta.rmlesaaomaothenma. BC LL 0.0psf tTw I C--tome Groep me.Ghat net be reepmmwe for any dewetWn hem Ihle d—g. my fahoe two tnma in eonformmma wort ANSVrM 1.or for hem0n.ehlppmB,Imtata bn ewlonBlbdmwhVorwverpapatetinptmedrawblp,Mostoameptemeofpmtewpw TOT.LD. 55.0pS 0/A LEN. 30 TEL:(954)975-3384 A FAX:(954)978-8980 nneubM■ntimeftwdrawtm DUR.FAC. 1.25 JOB#:16175N 3673 PARK CFM'fiALBLVD. fee ally etruaten It Put mpalOW d"StAft DuWw per ANSVrPl 1 Sw1 POMPANO BEACH,FL 33064 For more et:TPI: Bae pke lobe A tutee pees end ty web etee: SPACING 24.0" HIPS ITWBCG:aww.tlwbcg.wm;TPI:wxw.tpemLoeB:1NTCA:www.ehWduetry.eom;ICC:vmw.kcsafaorB TYPE 24 23.25 11.03 4X5(8) 0.80 0.99 N 0.08 L/999 0.21 L/940 0.01 0.03 Brg.#3 Vert.R= -139.4#Hor.R= -0.0# [ALP=NE](FBC2014Res/TPI-2007](A2)116175N/1) 25 23.25 11.03 - ----- ---- ----- ---- ---- ----------------------------------------------- [TCLL 30.011TCDL 15.01[BCDL 10.0][BCLL 0.0][DF 1.25][OC 24.01[NM 111SOFFIT 2.01 26 23.25 11.03 ---- ----- ---- ----- ---- ---- [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.601[NM 11 27 •29.60 •9.1r•• • • • •0.01 L/999 0.00 L/999 0.02 0.05 Repetitive Factors Used: Yes 28 •24.64••9.43• • • •• •• (t,0 L/999 0.00 L/999 0.02 0.05 -10 PLF @ 18.1 to -10 @ 23.2 (y=11.1][100%] [STD.AUTO.LOAD][OC 24.00][DF 1.25)[MM 11 29 •29.•5 •9.28• • • • • • -,-- ----- ---- ----- ---- ---- 10 PLF @ -2.0 to 10 @ 0.0 (y=14.2][ 0%] ===Bearings==[X-Loc)[React][Min Size Reg1== Repetitive Factors Used: Yes 30 62 9.8 5 •9,24.3X4(4!1}•0.N 0.71• 0400 L/999 0.00 L/999 0.02 0.05 -27 PLF @ 23.2 to -27 @ 30.0 R [y= 9.51[100%1 [ 0.001( 7931[ 57h][0.13) (12.75][ 1991](0.23) [29.331( 999)[0.13] 31 PLF @ -2.0 to 31 @ 6.7 [y=14.21[ 0%1 31 ••30.00 X9.140• 9 •0;04 L/600 0.00 L/345 0.02 0.05 10 PLF @ 0.0 to 10 @ 6.7 (y=14.21[ 0%1 31 PLF @ 6.7 to 31 @ 23.2 [y=14.2][ 0%] 32 30.08 8.64 -10 PLF @ 6.8 to -10 @ 15.0 (y=11.1][100%1 31 PLF @ 23.2 to 31 @ 32.0 [y=14.21[ 0%] 33 31.85 B.88 2X4(8) 0.80 0.50 N 0.05 L/465 0.09 L/251 0.02 0.04 -27 PLF @ 30.0 to -27 @ 32.0 R (y= 9.0)[100%] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 4 PLP @-2.0 to 4 @ -0.1 [y= 8.5][ 0%1 34 31.85 B.88 ---- ----- ---- ----- ---- ---- -10 PLF @ 0.0 to -10 @ 6.7 L [y=11.1)[100%1 1- 3 42 0 0.00 0.52 0.52 25 4 SP 92 N 22.89 3.00 Plywd 60 PLF @ -2.0 to 60 @ 6.7 (y=14.2](100%) • •• • • • •• 10 PLF @ 6.8 to 10 @ 23.2 [y=14.21[ 011 6- 8 387 -972 0.00 0.58 0.58 1 4 SP#2 N 79.04 3.00 Plywd 20 PLF @ 0.0 to 20 @ 30.0 [y=3.5]( 0%) • • • •• • • •• • 12 PLF @ 0.0 to 12 @ 6.9 [y= 9.0](100%] 10-14 1171 -593 0.15 0.53 0.68 1 4 SP#1 Dense 76.00 0.00 Plywd 4 PLF @ 30.1 to 4 @ 32.0 y= 8.51 0%1 • • •• • • • • • • •♦ 10 PLF @ 23.3 to 10 @ 30.0 [y=14.21[ 0%] 14-18 1171 -593 0.15 0.53 0.68 1 4 SP#1 Dense 60.12 -0.00 Plywd 60 PLF @ 6.7 to 60 @ 23.2 [y=14.21[100%) • • • • • • • • • • 10 PLF @ 30.0 to 10 @ 32.0 [y=14.2][ 0%I 20-25 812 -1566 0.01 0.25 0.26 1 4 SP#1 Dense 61.87 -0.01 Plywd 60 PLF @ 23.2 to 60 @ 32.0 [y=14.21[100%] • • • • • • • • • • -10 PLF @ 15.0 to 10 @ 18.1 [y=11.1][100%I 26-2.3 809 -1708 0.03 0.74 0.76 3 4 SP#2 N 79.04 -3.00 Plywd Brg,# 1 Vert.R= 715.0 #Hor.R= -0.0# • • ••• • ••• • 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.511 0%I 31-34 42 -0 0.00 0.52 0.52 24 4 SP#2 N 22.89 -3.00 Plywd Brg,# 2 Vert.R= 1991.2#Hor.R= -0.0# 12 PLF @ 6.9 to 12 @ 13.1 [y= 9.01[100%] 7-11 874 -259 0.10 0.33 0.43 2 4 SP#2 N 78.00 -0.00 Diaph Erg.#3 Vert.R= 971.9 #Hor.R= -0.0# 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.01[100%1 13-15 B82 -260 0.11 0.73 0.84 2 4 SP#2 N 74.25 -0.00 Diaph=_______________________________ _____________ 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.01[100%) 17-23 893 -270 0.09 0.73 0.82 2 4 SP#2 N 118.50 -0.00 Diaph [FBC pass #21(OC 24.00][DF 1.251[NM 11 •• • • • •• ••• •• 36 PLF @-2.0 to 36 @ 0.0 L [y= 9.5][100%] 22-27 1582 698 0.26 0.65 0.91 2 4 SP#Z N 79.75 -0.00 Diaph Repetitive Factors Used: Yes •• • 0• •• Brg.# 1 Vert.R= 192.8 #Hor.R= -56.7# 0- 2 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 -1.64 31 PLF @ -2.0 to 31 @6.7 [y=14.2][ 0%] • • • • • •• • • Brg.#2 Vert.R= 378.0 #Hor.R= -0.0# 32-33 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 1.64 31 PLF @ 6.7 to 31 @ 23.2 [y=14.21( 0%1 • • • • • • • • • Brg.#3 Vert.R= 31.9 #Hor.R= -0.0# 4- 5 565 -563 -_--Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- 31 PLF @ 23.2 to 31 @ 32.0 [y=14.2][ 0%1 •• • • • • • ••• •• _•_____________________________________________ 4- 5 322 -945 0.00 0.55 0.55 25 4 SP#2 N 3.16 8.46 Plywd 4 PLF @ -2.0 to 4 @-0.1 [y= 8.51[ 0%] (MNFRS ASCE Perp/L-+][OC 24.001[DF 1.60][NM 11 3- 4 170 -74 -=-=Fictious Member=-=- SP#2 N 1.90 -5.04 ----- 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5][100%1 Repetitive Factors Used: Yes 6- 7 326 -166 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.47 ----- 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%] -29 PLF @ 18.1 to -29 @ 23.2 (y=11.11[100%1 5- 7 917 -328 0.21 0.13 0.34 4 4 SP#2 N 3.21 -4.52 Diaph 4 PLF @ 30.1 to 4 @ 32,0 fy= 8.51[ 0%1 10 PLF @ -2.0 to 10 @ 0.0 (y=14.21[ 0%] 29-30 674 -689 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- Brg.#1 Vert.R= 407.9 #Hor.R= -0.0# -27 PLF @ 23.2 to -27 @ 30.0 R (y= 9.5][100%] 28-23 720 -1604 0.02 0.74 0.76 3 4 SP#2 N 3.16 -8.46 Plywd Brg.# 2 Vert.R= 1275.7 #Hor.R= 0.0# 10 PLF @ 0.0 to 10 @ 6.7 [y=14.211 0%1 29-31 170 -74 -=-=Fictious Member=- SP#2 N 1.90 5.04 -----Brg.#3 Vert.R= 572.5 #Hor.R= 0.0# -52 PLF @ 6.8 to -52 @ 15.0 [y=11.11[100%1 27-28 285 -239 -_-= Plate Member=-_- PLATE MEMBER 3.47 97.48 ----- -------------- -- --------- ------------ ----- -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.01[100%] 27-30 1618 -750 0.37 0.27 0.65 3 4 SP#2 N 3.21 4.52 Diaph [Partial Unbal. Lt](OC 24.00)[DF 1.25](NM 1) -43 PLF @ 0.0 to -43 @ 6.7 L [y=11.1][100%] 8- 9 387 -831 - -=Fictious Member=- SP#2 N 0.00 -Vert- ----- Repetitive Factors Used: Yes 10 PLF @ 6.8to 10 @ 23.2 [y=14.2][ 0%1 - 9-10 1171 -593 -=Fictious Member=- SP#1 Dense 0.00 -Vert- ----- 31 PLF @ -2.0 to 31 @ 6.7 [y=14.211 0%1 -12 PLF @ 0.0 to -12 @ 6.9 [y= 9.01[100%1 18-19 1171 -593 -=-=Fictious Member=- SP#1 Dense 0.00 -Vert- ----- 31 PLF @ 6.7 to 31 @ 23.2 [y=14.2][ 0%1 10 PLF @ 23.3 to 10 @ 30.0 [y=14.21[ 0%] 19-20 812 -1566 - -=Fictious Member=- SP #1 Dense 0.00 -Vert- ----- 31 PLF @ 23.2 to 31 @ 32.0 [y=14.21[ 01 10 PLF @ 30.0to 10 @ 32.0 [y=14.21[ 0%] 24-25 1566 -812 ---=Fictious Member=--- SP #1 Dense 0.00 -Vert- ----- 4 PLF @-2.0 to 4 @ -0.1 [y= 8.51[ 0%1 -29 PLF @ 15.0 to -29 @ 18.1 [y=11.11(100%) 24-26 810 -1567 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 13.1 to 60 @ 23.2 [y=14.21[100%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 0%I 11-12 874 -259 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%] -12 PLF @ 6.9 to -12 @ 13.1 ly= 9.0](100%1 12-13 882 -260 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 0%) -12 PLF @ 13.1 to -12 @ 23.0 [y= 9.01[100%I 15-16 260 -882 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 23.2 to 60 @ 32.0 [y=14.21(100%1 -12 PLF @ 23.0 to -12 @ 30.0 [y= 9.0][100%1 15-17 893 -270 -=-=Fictious Member=- SP#2 N 0.00 -Vert- -----Brg.# 1 Vert.R= 233.1 #Hor.R= -0.0# -89 PLF @-2.0 to -89 @ 0.0 L (y= 9.51[100%] 21-23 270 -893 -=-=Fictious Member=- SP#2 N 0.00 -Vert- -----Brg.#2 Vert.R= 1549.8 #Hor.R= -0.0# Brg,# 1 Vert.R= -343.4#Hor.R= 56.14 21-22 1582 -698 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- Brg.#3 Vert.R= 999.1#Hor.R= -0.0# Brg.#2 Vert.R= -570.3 #Hor,R= -0.0# 0- 1 0 -0 -=-=Fictious Member=-=- SP#3 0.00 -Vert- ----- -------------------------- ------------------= Brg.#3 Vert.R= -156.1 #Hor.R= -0.0# 33-34 0 -0 Fictious Member=-=- SP#3 0.00 -Vert- ----- [Partial Unbal. Rt][OC 24.00][DF 1.251(NM 1] Repetitive Factors Used: Yes [MWFRS ASCE Perp/L--I[OC 24.001[DF 1.601[NM 11 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 31 PLF @ -2.0 to 31 @ 6.7 [y=14.21[ 01 Repetitive Factors Used: Yes 9-12 231 -22 0.09 2 4 SP#3 19.17 31 PLF @ 6.7 to 31 @ 23.2 [y=14.21[ 0%] -29 PLF @ 18.1 to -29 @ 23.2 [y=11.11(100%1 9-15 1018 -1863 0.96 1 4 SP#3 73.30 T Brc 31 PLF @ 23.2 to 31 @ 32.0 [y=14.2][ 0%1 10 PLF @ -2.0 to 10 @ 0.0 fy=14,2][ 011 14-15 338 -561 0.11 1 4 SP#3 19.17 4 PLF @-2.0 to 4 @ -0.1 [y= 8.51[ 0%1 -27 PLF @ 23.2 to -27 @ 30.0 R [p= 9,5][100%] 15-19 1066 -2029 0.78 3 4 SP#3 61.44 T Brc 60 PLF @-2.0 to 60 @ 6.7 [y=14.2](100%] 10 PLF @ 0.0 to 10 @ 6.7 (y=14.21[ 0%] 19-21 815 -437 0.31 1 4 SP#3 61.44 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%) -52 PLF @ 6.8 to -52 @ 15.0 [y=11.1][100%1 21-24 253 -139 0.08 25 4 SP#3 19.17 4 PLF @ 30.1 to 4 @ 32.0 [y= B.51I 0%J -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.011100%J 60 PLF @ 6.7 to 60 @ 13.1 [y=14.21[100%) -43 PLF @ 0.0 to -43 @ 6.7 L [y=11.1][100%] Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT Brg.#I Vert.R= 793.2#Hor.R- -0.0# 10 PLF @ 6.8 to 10 @ 23.2 [y=14.21[ 0%) 0 -1.85 8.88 2X4(8) 0.80 0.50 M 0.05 L/454 0.08 L/268 0.01 0.02 Erg.#2 Vert.R= 1356.7#Hor.R= -0.0# 12 PLF @ 0.0 to 12 @ 6.9 [y= 9.01[100%) 1 -1.85 8.88 ---- ----- ---- ----- ---- ----Brg.#3 Vert.R= 402.2#Hor.R= -0.0# 10 PLF @ 23.3 to 10 @ 30.0 [y=14.211 0%] 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- ---------------- ----------------------- -- --= 10 PLF @ 30.0 to 10 @ 32.0 [y=14.2][ 0%1 3 0.00 9.34 0.00 L/599 0.00 L/353 0.00 0.01 IMWFRS ASCE Perp/L++][OC 24.00][DF 1.60][NM 1] -29 PLF @ 15.0 to -29 @ 18.1 (y=11.11[100%] 4 0.15 9.28 ---- ----- ---- ----- ---- --- Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%) 5 0.15 9.24 3X4(A11 0.80 0.41 0.00 L/999 0.00 L/999 0.00 0.00 -10 PLF @ 18.1 to -10 @ 23.2 [y=11.11[100%] 12 PLF @ 6.9 to 12 @ 17.1 [y= 9.0][100%] 6 0.36 9.43 0.01 L/999 0.01 L/999 0.00 0.01 10 PLF @ -2.0 to 10 @ 0.0 Iy--14.2][ 0%) 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.01[100%] 7 0.40 9.15 0.01 L/999 0.02 L/999 0.00 0.00 -27 PLF @ 23.2 to -27 @ 30.0 R [y= 9.51(100%] 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.01(100%] 8 6.75 11.03 5X8 0.80 0.96 N 0.03 L/999 0.11 L/999 0.01 0.02 10 PLF @ 0.0 to 10 @ 6.7 [y=14.21[ 0%I -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5][100%] 9 6.75 11.03 ---- ----- ---- ----- ---- ---- -10 PLP @ 6.8 to -10 @ 15.0 [y=11.11[100%] Brg.# 1 Vert.R= -228.9 #Hor.R= 56.1# 10 6.75 11.03 ---- ----- ---- ----- ---- ---- -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.0](100%1 Erg.#2 Vert.R= -129.9 #Hor.R= 0.0# 11 6.90 9.15 5X6 0.80 0.56 N 0.03 L/999 0.11 L/999 0.00 0.01 -10 PLF @ 0.0 to -10 @ 6.7 L [y=11.1](100%] Brg.#3 Vert.R= 15.1#Hor.R= 0,0# 12 6.90 9.15 ---- ----- ---- ----- ---- ---- 10 PLF @ 6.8 to 10 @ 23.2 [y=14.21[ 0%1 _-_-_-_-_ _-_---_---_-_-_-_---_-_-_-_---__- 13 6.90 9.15 ---- ----- ---- ----- ---- ---- -12 PLF @ 0.0 to 12 @ 6.9 [y= 9.01(100%1 [MWFRS ASCE Perp/R++](OC 24.00)JDF 1.601[NM 11= 14 13.08 11.03 1.5X4 0.80 0.47 N 0.00 L/999 0.00 L/999 0.01 0.03 10 PLF @ 23.3 to 10 @ 30.0 [y=14.2][ 0%] Repetitive Factors Used: Yes 15 13.08 9.15 6X8 0.80 0.83 N 0.00 L/999 0.00 L/999 0.01 0.02 10 PLF @ 30.0 to 10 @ 32.0 [y=14,21[ 0%] -10 PLF @ 18.1 to -10 @ 23.2 (y=11.1](100%1 16 13.08 9.15 ---- ----- ---- ----- ---- ---- -10 PLF @ 15.0 to -10 @ 18.1 [y=11.1)[100%] 10 PLF @ -2.0 to 10 @ 0.0 (y=14.211 0%1 17 13.08 9.15 ---- ----- ---- ----- ---- ---- 10 PLF @ 0.0 to 10 @ 30.0 [y=3.51[ 0%) -10 PLF @ 23.2 to -10 @ 30.0 R (p= 9.5)[100%] 18 18.09 11.03 5X6 0.80 0.86 N 0.06 L/999 0.16 L/999 0.02 0.04 -12 PLF @ 6.9 to -12 @ 13.1 [y=9.01[100%] 10 PLF @ 0.0 to 10 @ 6.7 [y=14.2)[ 0%) 19 18.09 11.03 ---- ----- ---- ----- ---- ---- -12 PLF @ 13.1 to -12 @ 23.0 [y=9.01[100%] -10 PLF @ 6.8 to -10 @ 15.0 [y=11.1][100%] 20 18.09 11.03 ---- ----- ---- ----- ---- ---- -12 PLF @ 23.0 to -12 @ 30.0 :y= 9.0][100°%] 36 PLF @ 30.0 to 36 @ 32.0 R [y= 9.01[100%] 21 22.96 9.15 5X6 0.80 0.63 N 0.08 L/999 0.21 L/942 0.01 0.03 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.511100%] -27 PLF @ 0.0 to -27 @ 6.7 L [y=11.1][100%] 22 22.96 9.15 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 78.4 #Hor.R= -56.1# 10 PLF @ 6.8 to 100 23.2 (y=14.21[ 0%] 23 22.96 9.15 ---- ----- ---- ----- ---- ---- Brg.#2 Vert.R= -62.4 #Hor.R= 0.0# -12 PLF @ 0.0 to -12 @ 6.9 [y= 9.0][10011 10 PLF @ 23.3 to 30@ 30.0 [y=14.2][ 0%] Repetitive Factors Used: Yes 30 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 0%l -43 PLF @ 23.2 to -43 0 30.0 R [y= 9.5][100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=14.2][ 0%I -10 PLF @ 18.1 to -10 3 23.2 [y=11.1][100%] 12 PLF 0 6.9 to 12 B 13.1 Iy= 9.0][100%] 31 PLF 3 0.0 to 31 @ 6.7 1y=14.21[ 0%l -10 PGF @ 15.0 to -10 @ 18.1 (y=11.1][100%] 10 PLF @-2.0 to 10 @ 0.0 101y=14.2[[ 0%) 12 PLF @ 13.1 to 12 @ 23.0 Iy= 9.01[100%] -29 PLP @ 6.8 to -29 @ 15.0 [y=11.1)[100%] 10 PLF @ 0.0 to 10 @ 30.0 (y=3.5][ 0%] -10 PLF @ 23.2 to -10 3 30.0 R [y= 9.51[100%1 12 PLF @•23.0 to 7lg•�30.0 4y= 9411[100%& ••• -89 PLF @ 30.0 to -89 @ 32.0 R [y=9.01[100%] -12 PLF 0 6.9 to -12 @ 13.1 (y=9.0][100%] 10 PLF @ 0.0 to 10 @ 6.7 (y=14.21[ O%) -52 PLF!•2.01.00 -59 @ 000 U(y!.5141!0%l • -27 PLF @ 0.0 to -27 @ 6.7 L [y=11.11[100%l -12 PLF @ 13.1 to -12 @ 23.0 [y=9.0][100%] -10 PLF @ 6.8 to -10 3 15.0 `y=11.1][100%] Erg.# 1/ert!R=•-180.8 #Mr,M • 0". • • 30 PLF 2 6.8 to 30 @ Z3.2 ly=14.2]( 0%1 -12 PLF @ 23.0 to -12 @ 30.0 [y=9.0][100%] -10 PLF 0 30.0 to -10 3 32.0 R [y= 9.0)[100%] Brg.#2 ert.R= -339 #1j ?j :-0.0# 12 PLF 8 0.0 to 12® 6.9 (y= 9.0][100%1 -27 PLF @ -2.0 to -27 @ 0.0 L ly- 9.5][100%l -10 PLF @ 0.0 to -10 3 6.7 L [y=11.11[100%] Brg.#3 ert.R=•-2Z4.6•# r,F• • 0.0#• ••• 31 PLF 3 23.3 to 31 @ 30.0 (y=14.21( Oil Brg.# 1 Vert.R= -124.5 #Hor.R= 56.7# 10 PLF B 6.8 to 10 @ 23.2 (y=14.21[ 0%1 =_ _ _ __ _ _ _ ______________________= 31 PLF 3 30.0 to 31 B 32.0 [y=14.2][ 0%] Brg.# 2 Vert.R= -74.5 #Hor.R= 0.0# -12 PLF @ 0.0 to -12 3 6.9 [y= 9.0][100%] (MWFRS ASCE PrpD/L+-l[OC 24,00][DP 1.60](MM 1] -52 PLF @ 15.0 to -52 @ 18.1 [y=11.11[100%] Brg.# 3 Vert.R= 75.6 #Hor.R= -0.0# 10 PLF @ 23.3 to 10 @ 30.0 Iy=14.21[ 0%) Repetitive Factors Used: Yes 20 PLF 3 0.0 to 20 @ 30.0 ly= 3.51[ Oil - - - - 10 PLP @ 30,0 to 10 @ 32.0 Iy=14.21[ 0%) -10 PL$@ 18.( W -10 @,113.2 [yjll,lj[100%]• •• 12 PLF"s 6.9 to 12 @ 13.1 ly= 9.01[100%] [MWFRS ASCE Perp/R+-]IOC 24.00][DF 1 60)[NN 11 -10 PLF @ 15.0 to -10 9 18.1 (y=11.1][100%] 31 PiF @t-2Ap to 31 4,0 14e2)( 04• • 12 PLF 3 13.1 to 12 @ 23.0 Iy= 9.01[100%] Repetitive Factors Used: Yes 10 PLP @ 0.0 to 10 @ 30.0 1y= 3.5]( 0%) -27)LF 4 231.20to 027 B 40.0 (y 9.0](10061 •• 12 PLF 3 23.0 to 12 @ 30.0 (y= 9.0][100%] -10 PLF @ 18.1 to -10 @ 23.2 [y=11.1][100%1 -12 PLF @ 6.9 to -12 3 13.1 [y= 9.0][100%] 31 F da 0; t;1 31 @J.70414-21[ Oil• • • -27 PLF 0 -2.0 to -27 8 0.0 L [y= 9.5][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=14.21[ 0%) -12 PLF @ 13.1 to -12 9 23.0 [y= 9.0](100%] 10 Co 10 � ��1l�.1]I100 ]• ••• Erg.# 1 Vert.R= 204.9 #Hor.R= -56.1# -10 PLF 0 23.2 to -10 @ 30.0 R [y= 9.5](100%] 12 PLF®23,0 to -12 3 30.0 (y= 9.01[100°1] 27 PL @ 30.�to 27 2.0 R ]y= 9.0][1�0�]• Brg,# 2 Vert.R= 435.6 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 ® 6.7 [y=14.2]( Oil -10 PLF @-2.0 to -10 2 0.0 L [y= 9.5][100%) -10 PLF @ 0.0 to -10 @ 6.7 L [y=11.1](100%] Brg.# 3 VeIt.A= 0.3 #Hor.R= 0.0# -10 PLF 0 6.8 to -10 @ 15.0 [y=11.1][100%] Brg.# 1 Vert.R= -10.7 #Hor.R= 0.0# 30 PLF @ 6.8 to 30 0 23.2 (y=14.21[ 0%] _-_ 36 PLF @ 30.0 to 36 @ 32.0 R [q= 9.01(100%] Brg,# 2 Vert.R= -43.7 #Hor.R= 0.0# 12 PLF @ t 2 B y 9 ( 9.01 OA%1 [MWFRS ASCE Pr1D+-][OC 24,00](DF 1.60][NM 1) 27 PLF® 0.0 to -27® 6.7 L `y=11.11[100%J Brg.# 3 Vert.R= -16.9 #Hor.R= 0.0# 31 PLF W.23 t$ LA ( 64.21 'li ••• Repetitive Factors Used: Yes 10 PLF @ 6.8 to 10 @ 23.2 [y=14.21[ 0%] _________________________________________ ___ _ 31 PLF @:W.0 t0• 7.32,6 [Wl4.2j[•4%] • -10 PLF @ 18.1 to -10 @ 23.2 [y=11.11[100%] 12 PLF @ 0.0 to 12 @ 6.9 Iy= 9.0]`100%] [MWFRS ASCE Parl+-)[OC 24.001[DF 1.60](NM 1] -10 PLF @ 191.0 to •10• 1BR1 {01.11.1)4100%] • 31 PLF 3 -2.0 to 31 @ 0.0 101=14.21[ 0%] 10 PLF @ 23.3 to 10 @ 30.0 (y=14.21` 0%) Repetitive Factors Used: Yes 20 PLF @ 040 is 1.0 X30 4 ( 31051[•0%1 • -10 PLF @ 23.2 to -10 ®30.0 R [y= 9.5][100%] 10 PLF 0 30.0 to 10 @ 32.0 (y-14.2][ 0°1] -10 PLF @ 18.1 to -10 3 23.2 [y=11.11[100%l 12 PLF 4!�.9 t6 ?2 ^a A.1 (1� 9001[gOE� •• 31 PLF 3 0.0 to 31 B 6.7 (y=14.21( 0%) -10 PLF 0 15.0 to -10 @ 18.1 `01=11.11[100%] 10 PLF @ -2.0 to 10 @ 0.0 (y=14.21[ 0%1 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.0][100%l -10 PLF @ 6.8 to -10 @ 15.0 `y=11.1](lO0%1 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.5]l Oil -10 PLF @ 23.2 to -10 3 30.0 R [y= 9.5][100%1 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.01[100%] -10 PLF @ 30.0 to -10 @ 32.0 R [y= 9.01110011 12 PLF @ 6.9 to 12 @ 13.1 Iy= 9.0][100%] 10 PLF @ 0.0 to 10 @ 6.7 [y=14.21[ 0%l 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5][100%] -10 PLF @ 0.0 to -10 @ 6.7 L (y=11.11[100%] 12 PLF @ 13.1 to 12 @ 23.0 ly= 9.01[100%) -10 PLF @ 6.8 to -10 a^ 15.0 `y=11.1][100%1 Brg.# 1 Vert.R= 379.8 #Hor.R= -56.7# 30 PLF 3 6.8 to 30 @ 23.2 [y=14.211 0%] 12 PLF 0 23.0 to 12 @ 30.0 (y= 9.01[100%] -10 PLF @ 30.0 to -10 3 32.0 R (y= 9.01[100%] Brg.#2 Vert.R= 918.8 #Hor.R= 0.0# 12 PLF 3 0.0 to 12 @ 6.9 (y= 9.0]1100%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] -10 PLF 0 0.0 to -10 3 6.7 L [y=11.1][100%1 Brg.# 3 Vert.R= 288.6 #Hor.R= 0.0# 31 PLF 3 23.3 to 31 @ 30.0 (y=14.21[ O%] Brg.# 1 Vert.R= -10.1 #Hor.R= 56.7# 10 PLF @ 6.8 to 10 @ 23.2 [y=14.21[ O%] ___________________________________________ __= 31 PLF 3 30.0 to 31 @ 32.0 [y=14.21( O%] Brg,# 2 Vert.R= 365.8 #Hor.R= -0.0# 12 PLF @ 0.0 to 12 @ 6.9 fy= 9.01(100%) [MWFRS ASCE PrpD/L--]IOC 24.00)[DF 1.60][NM 1] -10 PLF @ 15.0 to -10 @ 18.1 [y=11.1][100%) Brg.# 3 Vert.R= 246.9 #Hor.R= -0.0# 10 PLF @ 23.3 to 10 @ 30.0 fy=14.21[ 0%l Repetitive Factors Used: Yes 20 PLF 3 0.0 to 20 @ 30.0 (y= 3.511 0%] 10 PLF @ 30.0 to 10 @ 32.0 fy=14.21[ 0%l -29 PLF 0 18.1 to -29 @ 23.2 [y=11.1](100%1 12 PLF 3 6.9 to 12 @ 13.1 [y= 9.0][100°1] (MWFRS ASCE Perp/R-+]IOC 24 00)[DF 1 60)[NM 11 -10 PLF @ 15.0 to -10 9 18.1 1Y=11.1](100%j 31 PLF @ -2.0 to 31 @ 0.0 Iy=14.21[ 0%l 12 PLF"a 13.1 to 12 @ 23.0 [y= 9.0][100%] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 30.0 ly= 3.5)[ 0%1 -27 PLF @ 23.2 to -27 @ 30.0 A [y= 9.5](100%) 12 PLF 3 23.0 to 12 @ 30.0 (y= 9.0][100%] -52 PLF @ 18.1 to -52 @ 23.2 [y=11.1][100] 12 PLF @ 6.9 to 12 @ 13.1 (y= 9.01[100%) 31 PLF @ 0.0 to 31 B 6.7 Iy=14.2][ 0%l -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5)[100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=14.2][ 0%] 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.0][1001] -52 PLF 8 6.8 to -52 @ 15.0 1y=11.11(100%1 Brg.# 1 Vert.R= 290.7 #Hor.R= 0.0# -43 PLF @ 23.2 to -43 @ 30.0 A ly= 9.5)[100%] 12 PLF @ 23.0 to 12 @ 30.0 (pp= 9.01[100%] -27 PLF @ 30.0 to -27 @ 32.0 R ly= 9.0)[100%) Brg.# 2 Vert.R= 937.5 #Hor.R= 0.0# 10 PLF @ 0.0 to 10 @ 6.7 [y=14.2][ D%] -10 PLF @ -2.0 to -10 3 0.0 L [y= 9.5](1001] -43 PLF @ 0.0 to -43 @ 6.7 L [y=11.1][100%] Brg.# 3 Vert.R= 411.7#Hor.R= -0.0# -29 PLF @ 6.8 to -29 @ 15.0 [y=11.1][100%] Brg.# 1 VeIt.R= 103.7#Hor.R= 0.0# 30 PLF @ 6.8 to 30 @ 23.2 [y=14.21[ 0%1 -89 PLF @ 30.0 to -89 @ 32.0 R ly= 9.01[100] Brg.#2 Vert.R- 396.7#Hor.R= 0.0# 12 PLF @ 0.0 to 12 @ 6,9 (y= 9.0](100%l (MWFRS ASCE PrDl--)[OC 24.00][DF 1.60][NM 1] -27 PLP @ 0.0 to -27 @ 6.7 L [y=11.1][100%] Brg.#3 Vert.R= 154.9 #Hor.R= -0.0# 31 PLF @ 23.3 to 31 @ 30.0 (y=14.21[ 0%] Repetitive Factors Used: Yes 10 PLF @ 6.8 to 10 @ 23.2 101=14.2][ 0%J ---------------- ------------- ----------- -= 31 PLF @ 30.0 to 31 @ 32.0 [y=14.21[ 0%1 -52 PLF @ 18.1 to -52 @ 23.2 [y=11.1][100%] -12 PLF @ 0.0 to -12 @ 6.9 1.y= 9.0][100%] [MWFRS ASCE Parl-+J[OC 24.00)[DF=1.60][NM 11 -29 PLF @ 15.0 to -29 @ 18.1 (y=11.1](100%] 31 PLF"a -2.0 to 31 @ 0.0 (y=14.211 O%] 10 PLF @ 23.3 to 10 @ 30.0 [y=14.2][ 0%] Repetitive Factors Used: Yes 20 PLF @ 0.0 to 20 @ 30.0 (y=3.5]( 0%1 -52 PLF @ 23.2 to -52 @ 30.0 R (y=9.511100%] 10 PLF @ 30.0 to 10 @ 32.0 (y=14.2][ 0%] -52 PLF @ 18.1 to -52 9 23.2 [y=11.11(100%) 12 PLF @ 6.9 to 12 @ 13.1 ((y= 9.0 [100%] 31 PLF 9 0.0 to 31 @ 6.7 [ =19.Z]( 0%) -52 PLF @ 15.0 to -52 @ 18.1 101=11.1][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=14.21[ 0%] 12 PLF @ 13.1 to 12 @ 23.D (y= 9.0][100%1 52 PLF @ 6.8 to -52 @ 15.0 y=11.1)(100%1 10 PLF @ 0.0 to 10 @ 30.0 [y=3.51( 0%] -52 PLF @ 23.2 to -52 3 30.0 R [y= 9.5](100%) 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.0][100%[ -52 PLF @ 30.0 to -52 @ 32.0 R [y= 9.0][1001 -12 PLF @ 6.9 to -12 @ 13.1 (y= 9.0 100% 10 PLF @ 0.0 to 10 @ 6.7 [y=14.2j[ 0%] -89 PLF 0 -2.0 to -89 @ 0,0 L [y= 9.5](100%] -52 PLF @ 0.0 to -52 @ 6.7 L [y=11.1][100%] -12 PLF @ 13.1 to -12 @ 23.0 [y= 9.0 100% -52 PLF @ 6.B to -52 3 15.0 [y=11.1](100%] Brg.4 1 Vert.R= -42.0 #Hor,R= 56.1# 30 PLF 2 6.8 to 30 @ 23.2 (y=14.2][ 0%1 -12 PLF @ 23.0 to -12 @ 30.0 [y= 9.0][100%] -52 PLF @ 30.0 to -52 3 32.0 R [y= 9.0][100%] Brg,#2 Vert.R= 410.9 #Hor.R= -0.0# 12 PLF 3 0.0 to 12 @ 6.9 [y= 9.0][100%] -27 PLP @ -2.0 to -27 @ 0.0 L [y= 9.5][10011 -52 PLF @ 0,0 to -52 3 6.7 L [y=11.11[100%] Brg.#3 Vert.R= 271.9 #Hor.R= -0.0# 31 PLF 9 23.3 to 31 @ 30.0 (y=14.2][ 0%1 Brg.#1 Vert.R= -96.5 #Hor.R- -56.1# 10 PLF @ 6.8 to 10 @ 23.2 [y=14.21[ 0%] ---------------- ----------------- -------- -- 31 PLF 9 30.0 to 31 @ 32.0 [y=14.21( 0%1 Brg.#2 Vert.R= -545.6 #Hor.R= 0.0# -12 PLF @ 0.0 to -12 3 6.9 [y=9.0](100%) [MWFRS ASCE PrpD/R+-][OC 24,00][DF=1.60)[NM 11 -52 PLF @ 15.0 to -52 @ 18.1 Iy=11,1][100%] Brg.#3 Vert.R= -427.7 #Hor.R- 0.0# 10 PLF @ 23.3 to 10 @ 30.0 [y=14.21[ 0%] Repetitive Factors Used: Yes 20 PLF a" 0.0 to 20 @ 30.0 [y= 3.5][ 0%1 10 PLF @ 30,0 to 10 @132.0 (y=14.2)[ 0%1 -10 PLF @ 18.1 to -10 @ 23.2 [y=11.1][100%] 12 PLF 3 6.9 to 12 @ 13.1 [y= 9.0][1001 (MWFRS ASCE Perp/R--][OC 24 00][DF 1a601[NM 1] -52 PLF @ 15.0 to -52 18.1 y==11.11(100%] 31 PLF @ -2.0 to 31 @ 0.0 [y=14.21[ Oil 12 PLF 3 13.1 to 12 @ 23,0 [y= 9.0](1001] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 30.0 (y=3.51[ 0%] -10 PLF @ 23.2 to -10 @ 30.0 R [y=9.5)[100%] 12 PLF 9 23.0 to 12 @ 30.0 [y= 9.0](100°1) -52 PLF @ 18.1 to -52 @ 23.2 Iy=11.11[100%] -12 PLF @ 6.9 to -12 3 13.1 [y= 9.01[100%J 31 PLP @ 0.0 to 31 @ 6.7 ( =14.21[ 0%l -52 PLF @-2.0 to -52 @ 0.0 L [y= 9.5][1001] 10 PLF @ -2.0 to 10 @ 0.0 [y=14.21[ 0%) -12 PLF @ 13.1 to -12 3 23.0 (y= 9.0)[100%] -10 PLP @ 6.8 to -10 @ 15.0 `y=11.1][100%1 Brg.#1 Vert.R= 6.2#Hor.R= 0.0# -43 PLF @ 23.2 to -43 @ 30.0 R (y= 9.5][100%1 -12 PLF @ 23.0 to -12 3 30.0 [y= 9.0][100%] 36PLP @ 30.0 to 36 @ 32.0 R [y=9.011100%) Brg.#2 Vert.R= 201.4 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 6.7 (y=14.2][ 0%] -52 PLF @-2.0 to -52 3 0.0 L (y= 9.5][100%] -27 PLF @ 0.0 to -27 @ 6.7 L [y=11.1]1100%] Brg.#3 Vert.R= 32.2#Hor.R= -0.0# -29 PLF @ 6.8 to -29 @ 15.0 [y=11.1][100%) Brg.# 1 Vert.R= -295.2#Hor.R= 0,0# 30 PLP @ 6.8 to 30 @ 23.2 [y=14.2][ 0%1 -89 PLF @ 30.0 to -B9 @ 32.0 R [y= 9.01[100%1 Brg.#2 Vert.R= -779.8 #Hor.R= -0.0# 12 PLP @ 0.0 to 12 @ 6.9 [y= 9.0][100%] [C&C ASCE Wind Lt-+)[OC 24.00][DF 1.60](NM 11 -27 PLF @ 0.0 to -27 @ 6.7 L 101=11.1][100%1 Brg.# 3 Vert.R= -395,8 #Hor.R= 0.0# 31 PLF @ 23.3 to 31 @ 30.0 [y=14.21[ 0%J Repetitive Factors Used: Yes 10 PLF @ 6.8 to 10 @ 23.2 (y=14.2][ 0%] _-_-_-_•---------------------- -------- --- = 31 PLF @ 30.0 to 31 @ 32.0 [y=14.21[ 0%] -54 PLF @ 1.0 to -54 @ 6.7 L 101y=11.1](100%) 12 PLF @ 0.0 to 12 @ 6.9 [y= 9.0][100%] [MWFRS ASCE Parl--J[OC 24.00](DF 1.601INM i] -10 PLF @ 15,0 to -10 @ 18,1 101=11.11[100%j 10 PLF 3 -2.0 to 10 @ 0.0 Iy=14.21[ 0%l 10 PLF @ 23.3 to 10 @ 30.0 (y=14,21[ 0%] Repetitive Factors Used: Yes 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%l -61 PLF @ 18.1 to -61 @ 23.2 [y=11.11[100%) 10 PLF @ 30.0 to 10 @ 32.0 (y=14.21[ 0%] -52 PLF @ 18.1 to -52 9 23.2 [y=11.11[100%] 12 PLF @ 6.9 to 12 @ 13.1 [y= 9.01[100%] 10 PLF 3 0.0 1.0 10 @ 1.0 101=14.2][ 0%l -52 PLF @ 15.0 to -52 @ 18.1 [y=11.1][100%] 10 PLF @-2.0 to 10 @ 0.0 (y=14.2)1 0%) 12 PLP @ 13.1 to 12 @ 23.0 [y= 9.01[100%1 -81 PLF @ 23.2 to -81 @ 26.2 R [y=10.41[100%1 10 PLF @ 0.0 to 10 @ 30.0 Iy=3.51[ 0%) -52 PLF @ 23.2 to -52 3 30.0 R Iy=9.5](100%) 12 PLF @ 23.0 to 12 @ 30.0 [yy= 9.01[100%) 10 PLF 3 1.0 to 10@6.7 (y=14.21( 0%] 12 PLF @ 6.9 to 12 @ 13.1 [y=9.0][100%] 10 PLF @ 0.0 to 10 @ 6.7 [y=14.21[ 0%] -27 PLF @-2.0 to -27 @ 0.0 L [y= 9.51[100%) -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.71(100%1 12 PLF @ 13.1 to 12 @ 23.0 [y=9.0][100%j -52 PLF @ 6.8 to -52 3 15.0 [y=11.11[100%] Brg.# 1 Vert.R= 176.9 #Hor.R= 56.7# 10 PLF 3 6.8 to 10 @ 9.8 ly=14.211 0%l 12 PLF @ 23.0 to 12 @ 30.0 [yy= 9.0][100%] -52 PLF @ 30.0 to -52 3 32.0 R (y=9.01(100%] Brg.# 2 Vert.R= 906.7#Hor.R= -0.0# -54 PLF @ 26.2 to -54 @ 32.0 R [y= 9.01[100%] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[100%[ -52 PLF @ 0.0 to -52 9 6.7 L [y=11.1](100%] Brg.# 3 Vert.R= 503.6 #Hor.R= -0.09 -75 PLF @ 6.8 to -75 @ 9.8 [y=11.11[100%] Brg.# 1 Vert.R= 17.9 #Hor.R= -56.1# 10 PLF @ 6.8 to 10 @ 23.2 [y=14.211 0%] -------------------------------------------- 10 PLF 3 9.8 to 10 @ 23.2 1y=14.21[ O%1 Brg.#2 Vert.R= -105.2 #Hor.R= -0.0# 12 PLF @ 0.0 to 12 @ 6.9 (y= 9.01[100%] IMWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM i] -12 PLF @ 0.0 to -12 @ 6.9 [y= 9.0)(100%l Brg.#3 Vert.R= -256.5 #Hor.R- -0.0# 10 PLF @ 23.3 to 10 @ 30.0 [y=14.211 0%) Repetitive Factors Used: Yes 10 PLF 3 23.3 to 10 @ 26.3 Iy=14.2][ 0%l 10 PLF @ 30.0 to 10 @ 32.0 [y=14.21[ 0%) -52 PLP @ 18.1 to -52 @ 23.2 ly=11.11(100%] -149 PLF @ -2.0 to-149 a 0.0 L [y= 9.5](100%) [MWFRS ASCE Parl++1(OC 24.0011DF 1.601[11M 11 -52 PLF @ 15.0 to -52 3 18.1 1.y=11.11[100'13 31 PLF @ -2.0 to 31 @ 0.0 1y=14,21( 0%1 10 PLF 3 26.3 to 10 @ 32.0 [y=14.21[ 0%l -12 PLF @ 6.9 to -12 @ 13.1 [y= 9.01[100%] 31 PLF @ 1.0 to 31 @ 6.7 [pp=14.21( 0%1 -12 PLF @ 13.1 to -12 @ 23.0 [y= 9.0](1001 -81 PLF @ 0.0 to -81 S 1.0 L [y=9.71[100%] -12 PLF @ 23.0 to -12 @ 30.0 [y= 9.011100%1 30 PLF @ 6.8 to 30 @ 9.B (y=14.2][ 0%] 10 PLF @ 0.0 to 10 0 30.0 [y= 3.511 0%) -54 ELF @ 26.2 to -54 3 32.0 R (y= 9.0][100%1 • • ••• • • • ••• -61 PLF @ 9.8 to -61 @ 18.1 [y=11.11[100%] -75 PLF @ 6.8 to -75 3 9.8 [Y=11.11[100%] •• •• • • • •• •• • 30 ELF @ 9.8 to 30 @ 23.2 [y=14.21[ 0%] • :•: = • : : (C&C ASCE Wind=Rt-+][OC 24.00](DF 1.601[NM 11 12 PLF @ 0.0 to 12 @ 6.9 [y= 9.01(100%] • • • • • • • • Repetitive Factors Used: Yes 31 PLF @ 23.3 to 31 @ 26.3 (y=14.2]( 31 • • ••• • • • • ••• -54 PIF @ 23.2 to -54 @ 29.0 R [y= 9.71[100%] -149 PLF @ -2.0 to -149 @ 0.0 L [y= 9.5](10011 10 ELF @ -2.0 to 10 @ 3.7 (y=14.21( 01 31 ELF @ 26.3 to 31 @ 32.0 [y=14.21[ 0%1 -61 PIP @ 6.8 to -61 @ 18.1 [y=11.11[100%1 12 PLF @ 6.9 to 12 @ 13.1 [y= 9.01[100%] 10 PLF @ 3.7 to 10 @ 6.7 [y=14.21[ 011 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.01(100%) -81 PLF @ 29.0 to -81 @ 30.0 R ly= 9.51(100%] 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.0][100%] ••• ••• •: ••• •: ••• -81 ELF @ 3.8 to -81 @ 6.7 L [y=11.11[100%1 20 ELF @ 0.0 to 20 @ 30.0 (y= 3.51[ 0%] • • •• • • • • • • •• 10 PLF @ 6.8 to 10 @ 20.2 [y=14.2]1 0%1 -61 PLF @ 9.6 to -61 8 18.1 [y=11.1][100%] + : -149 PLF @ 30.0 to -149 0 32.0 R [y= 9.0][100%] _ • • 000 • ••• • 10 PLF @ 20.2 to 10 @ 23.2 [y=14.21( 0%1 [C&C ASCE Wind Rt--Dj[OC 24.00][DF 1 60][NM 11 -61 PLF @ 18.1 to -61 @ 20.2 [y=11.1][100%I Repetitive Factors Used: Yes 10 PLF @ 23.3 to 10 @ 29.0 [y=14.2][ 0%1 -54 PLF @ 23.2 to -54 3 29.0 R [y= 9.7](100%] -12 ELF @ 0.0 to -12 @ 6.9 [y= 9.0](100%1 31 ELF @ -2.0 to 31 @ 3.7 [y=14.21[ 0%) 10 PLF @ 29.0 to l0 @ 30.0 [Y.14.2][ 0%1 -61 PLF @ 6.8 to -61 3 18.1 `y=11.11[100%] •• • • ` •• 000 •• -75 PLF @ 20.2 to -75 @ 23.2 [y=11.11[100%] 31 PLF @ 3.7 to 31 @ 6.7 [y=14.21( 0%I •• i•i i i 0 0 i• •• 10 PLF @ 30.0 to 10 @ 32.0 [p=14.2][ 0%] -81 PLF @ 29.0 to -81% 30.0 R (Y= 9.5](100%) • • • • • •• • • -12 PLF @ 6.9 to -12 @ 13.1 [y= 9.0][100%] -81 PLF @ 3.8 to -81 S 6.7 L [y=11.1][100%] • • • • • • • ' • 12 PLF @ 17.1 to -12 @ 23.0 [y= 9.0)[100%] 30 PLF @ 6.8 to 30 @ 20.2 [y=14.21[ 0%] •• • • • • • ••• •• -12 PLF @ 23.0 to -12 @ 30.0 [y= 9.01(100%] -149 PLF @ 30.0 to -149 @ 32.0 R [y= 9.0][1001] 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 011 30 PLP @ 20.2 to 30 @ 23.2 [y=14.21[ 0%I -54 PLF @ -2.0 to -54 @ 3.8 L [y=10.4][100%] -61 PLF @ 18.1 to -61 s 20.2 (y=11.11[100%] 31 PLF @ 23.3 to 31 @ 29.0 [Y=14.21[ 0%j [C&C ASCE Wind Lt--][OC 24.00)[DF 1.60][NM 11 12 PLF @ 0.0 to 12 @ 6.9 [y= 9.0](100%1 Repetitive Factors Used: Yes 31 ELF @ 29.0 to 31 @ 30.0 (y=14.21[ 0%1 -54 PLF @ 1.0 to -54 0 6.7 L [y=11.11[100%1 -75 PLF @ 20.2 to -75 3 23.2 (y=11.11[100%I 10 PLF @ -2.0 to 10 @ 0.0 (y=14.21[ 01 31 PLF @ 30.0 to 31 @ 32.0 [y=14.2][ 0%J -61 PLF @ 18.1 to -61 @ 23.2 [y=11.11[100%] 12 PLF @ 6.9 to 12 @ 13.1 [y= 9.0][100%] 10 PLF @ 0.0 to 10 @ 1.0 [p=14.2][ 0%) 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.0][100%] -81 ELF @ 23.2 to -81 @ 26.2 R [y=10.4][100%) 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.011100%] 10 PLF @ 1.0 to 10 @ 6.7 [y=14.21[ 0%j 20 PLF @ 0.0 to 20 @ 30.0 (y= 3.511 0%] -81 ELF @ 0.0 to -81 @ 1.0 L [p= 9.7][100%] -54 PLF @-2.0 to -54 8 3.8 L [y=10.4][100%1 10 PLF @ 6.8 to 10 @ 9.8 [y=14.211 01 =______________ -54 ELF @ 26.2 to -54 @ 32.0 R [y=9.01(100%) -75 ELF @ 6.8 to -75 @ 9.8 [y=11.111100%1 10 PLF @ 9.8 to 10 @ 23.2 [y=14.21[ 0%] 12 PLF @ 0.0 to 12 @ 6.9 (y= 9.01[100%1 10 PLF @ 23.3 to 10 @ 26.3 [y=14.2]( 0%1 -149 PLF @ -2.0 to -149 @ 0.0 L [y= 9.51[100%] 10 ELF @ 26.3 to 10 @ 32.0 [y=14.211 0%j 12 PLF @ 6.9 to 12 @ 13.1 [y=9.0][100%j 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.0][10011 12 PLF @ 23.0 to 12 @ 30.0 [y= 9.0][100%) 10 ELF @ 0.0 to 10 @ 30.0 [y= 3.511 0%] -61 PLF @ 9.8 to -61 @ 18.1 [y=11.1][100%] [C&C ASCE Wind=Rt--I[OC 24.00)[DF 1.60)[NM 11 Repetitive Factors Used: Yes -54 PLF @ 23.2 to -54 @ 29.0 R [y= 9.71(100%I 10 ELF @ -2.0 to 10 @ 3.7 [y=14.2]1 0%1 -61 PLF @ 6.8 to -61 @ 18.1 1Y=11.1]1100%1 10 ELF @ 3.7 to 10 @ 6.7 =14.2]( 0%1 [yy -81 PLF @ 29.0 to -81 @ 30.0 R Y. 9.5)[100%] -81 PLF @ 3.8 to -81 @ 6.7 L 1y=11.1)[100%1 10 PLF @ 6.8 to 10 @ 20.2 [y=14.21[ 011 -149 PLF 0 30.0 to -149 @ 32.0 R (y= 9.0][100%I 10 ELF @ 20.2 to 10 @ 23.2 [y=14.2)( 0%1 -61 PLF @ 18.1 to -61 @ 20.2 `y=11.11[100%] 10 PLF @ 23.3 to 10 @ 29.0 (y=14.21[ 0%] 12 PLF @ 0.0to 12 @ 6.9 [y= 9.01110011 10 PLF @ 29.0 to 10 @ 30.0 [y=14.21[ 0%] -75 PLF @ 20.2 to -75 @ 23.2 [y=11.1][100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=14.211 01 12 PLF @ 6.9 to 12 @ 13.1 [y=9.0][100%] 12 PLF @ 13.1 to 12 @ 23.0 [y= 9.0][100%] 12 PIF @ 23.0 to 12 @ 30.0 [y= 9.01110011 10 PIP @ 0.0 to 10 @ 30.0 [yy=3.5][ 0%) -54 ?LF @ -2.0 to -54 @ 3.8 L [y=10.4](100%) (C&C ASCE Wind Lt--D][OC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes -54 ?LF @ 1.0 to -54 @ 6.7 L [y=11.11[100%] 31 PIF @ -2.0 to 31 @ 0.0 [y=14.21( 0%] -61 ?LF @ 18.1 to -61 @ 23.2 [y=11.1](100%) 31 PIP @ 0.0 to 31 @ 1.0 [p=14.211 0%) -81 ?LF @ 23.2 to -81 @ 26.2 Y [y=10.4)[100%] Job:(16175N) /A3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • *Wrb mphoMrldo15.00 frm®•Mgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C, • Top chord 2x4 SP#2 N •• • I•• Ind T6 DL10=5a4sfA•*d BE DL=5.0 psf.GCpi(+/-)=0.18 • • • Bot chord 2x4 SP#2 N • •• 4.d 11.11 jani reactiis bjed on MWFRS with additional CSC member design. Webs 2x4 SP#3 • :Lt Level Return 2x4 SP#3::Rt Levet Return 2x4 SP#3: • • ••• • • • • ••• Bottom chord checked for 10.00 psf non-concurrent live load. )) Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. J MWFRS loads based on trusses located at least 7.50 ft.from roof edge. ••• ••• JT.=tLATJ••LATER Clit)12D iy\ • • •• *No 461ZE• SHIiT SITE•• • • • [17]IVV3X' :S '115 i • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 12'6• 8'9" T3 5XII M 1,5X4 83X41 4X5 R) m 01.5X 1.5X4 iv ,p T 83X4(A1 -3X4 94 1 s7s -2X4(R (A1) i y -3X4 82X4(R) 85X8 1 85X 1; n 131" i16111' e 2, 1 30, 2 R=7349 U=311#RL=65/-65#W=8" R=2146#U=860#W=8" (Rigid Surface) (Rigid Surface) R=9590 U=401#W=8" (Rigid Surface) LEFT RAKE=2'0"12 RIGHT RAKE=2'0"12 SEQ= 325568 PLT.TYP.-WAVE DESIGN CRn"FBC2014RESfn`MD7FTIRT=20%(0%)/1(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 "WARNIN01"READ AND POLLOWX1.NOTES ON THIS DRAWIN01 "IMPORTANT"PURNI6H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Truaeea repvtre M—tare N fabrioaft hardbg,ShIffi .NatBMng Vol brecNg.Rate to and renew ure Ietest emmn of Bcsl(Btomng c mpm,em safety h6mietloo,by TPI and wrcA)for safety p DATE OS-31-2016 paaltea Pfr aed P -144 I--fl-bane,UWAR—hal P.M.to pofery bog w SCSI. TC DL 15.Opsf Unless rented otharwlae,top chord WWneve popery e0eorred ebCtUool ate g and bottom Chord FLORIDAshe3 have a pepmty atarched rigid ceang.Lo=fiw shown for perms re t lateral restreW of webs =have breeUg maranad per SCSI eewam 83,87 or 810,as apptiable.Appy pletas to each face BC DL 10.0 psf DR W G QUALITY TRUSS ®'"""" on f'*`Date°°'tnlaea rued oth wise. Rotor todrawingalwA-Z I.ammardplmepoaew a. armee. BC LL O.Opsf ITW Buk"Campoamlts Group ho.aW rW be responsble for arty deviation from tNs my f� b tr—b,—tmmenoe wbh ANSVTPI 1,or for h.WMV,ehlppltg,triatspatBn of trusses. TML:(954)975-3384 A"*Ionthisdwftaofwrpop wEt u%ftWrp,Utftwasmaptsmaotpr%uww TOT.LD. 55.Opsf O/A LEN. 30 FAX:(954)9784980 wMP� .aryrer� Iyew.mdr.wrr• 1.25 JOB 16175N 363 PARK CENTRAL BLVD. for my •�� TAC. " POMPANO BEACH,FL 33064For more InfmmetIon see this job's general"otee page ant Iheaeweb ages. SPACING 24.0" TYPE HIPS ITWBCG:—AN#boa—;TPI:WWW.tPbmf.aM;wTCA:—ab o1ftaty.00m:ICC.wMx.Ieeaefe.mg s 24 25.46 10.48 1.5X4 0.80 0.42 N 0.08 L/999 0.21 L/963 0.00 0.01 (MWFRS ASCE Perp/L+-)[OC 24.00](DF 1.601[NM 11 [ALPINEIIFBC2014Res/TPI-20071[A31[16175N/1] 25 29.60 9.15 0.01 L/999 0.01 L/999 0.01 0.03 Repetitive Factors Used: Yes ITCLL 30.01(TCDL 15.01[BCDL 30.0][BCLL 0.0](DF 1.251[OC 24.0][NM 1][SOFFIT 2.01 26 29.64 9.43 0.01 L/999 0.01 L/999 0.02 0.04 -27 PLY @ 21.2 to -27 @ 30.0 R [y- 9.5)[1004] • 027••19.85• 9.2& • 000 ---- ----- ---- ----- ---- ---- 10 PLF @ -2.0 to 10 B 0.0 (y=14.71[ 04) •• ••28 • 29.46 •B.26.3Xh{AC OvBO 0.71 0.00 L/999 0.00 L/999 0.02 0.03 -10 PLY @ 8.8 to -10 @ 15.0 (y=11.61(10041 ISTD.AUTO.LOAD1[OC 24.001(DF 1.25](NM 1)• • •29 •30.@0 09.30 • • • 0.00 L/627 0.01 L/240 0.02 0.04 10 PLY @ 0.0 to 10 @ 8.7 (y=14.71[ 04] ===Bearings==(X-Loc][Reactl(Min Size Req]== Repetitive Factors Used: Yes • •30 •30. ••d. • • 27 PLY @ 30.0 to -27 @ 32.0 R [y= 9.0][1004] [ O.COJ[ 7341[ 65h][0.131 [12.75]( 2146][0.251 [29.331[ 959110.13] 31 PLF @ -2.0 to 31 @ 8.B [y=19.7j[�041 ;31• 1.? �.8 2X4 0 •P:j 0.50 N 0.05 L/425 0.13 L/168 0.02 0.03 -10 PLF @ 0.0 to -10 @ 8.8 L [y=11.6)[1004] 31 PLY @ 8.8 to 31 @ 21.2 (y=14.7)[ 04] 32 1. 5 8.8 10 PLY @ 8.8 to 10 @ 21.2 [y=14.71[ 041 31 PLF @ 21.2 to 31 @ 32.0 [fir-14.71( Oil 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.01[1004] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 4 PLY @ 30.1 to 4 @ 32.0 [y= B.5][ 041 10 PLF @ 21.3 to 10 @ 30.0 [y=14.71[ 041 1- 3 42 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd 60 PLY @ -2.0 to 60 @ 8.8 [v=14.7L(1004) •• • • • •• 30 PLF @ 30.0 to 10 @ 32.0 (y=14.71[ 041 6- E 303 -930 0.00 0.41 0.41 25 4 SP#2 N 51.67 3.00 Plywd 20 PLY @ 0.0 to ZO @ 30.0 (y= 3 0 041L •• • • •• • .10 PLF @ 15.0 to -10 @ 21.2 [y=11.6)[10041 8- E 399 281 O.OB 0.21 0.29 3 4 SP#2 N 52.11 3.01 Plywd 60 PLF @ 8.8 to 60 @ 21.2 [7="f[yp04r• • • • • • • •• 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 041 ll-13 1488 -741 0.34 0.35 0.69 1 4 SP#2 N 52.00 0.01 Plywd 60 PLY @ 21.2 to 60 @ 32.0 (y=14.01[1004} • • • • • • • 12 PLF @ 13.1 to 12 @ 21.1 (y= 9.0)[1004] 13-17 1488 -741 0.34 0.35 0.69 1 4 SP#2 N 48.12 -0.00 Plywd 4 PLY @ -2.0 to 4 @ -0.1 (y= B.sl[•04;• • • • • • • • 12 PLY @ 21.1 to 12 @ 30.0 (y= 9.0)[1004) 17-22 474 -1027 0.01 0.25 0.26 3 4 SP#2 N 49.87 -0.01 Plywd Brg.# 1 Vert.R= 627.7 #Hor.R= 01# • 000 • 000 • 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.51[1004] 21-24 458 -1109 0.01 0.33 0.34 3 4 SP#2 N 52.11 -3.01 Plywd Brg.#2 Vert.R= 2145.7 #Hor.R= 0.0# Brg.# 1 Vert.R= 215.1#Hor.R= -64.8# 24-2E 753 -1682 0.03 0.61 0.63 3 4 SP#2 N 51.67 -3.00 Plywd Brg.# 3 Vert.R= 904.6 #Hor.R= -0.0# Brg.#2 Vert.R= 323.9 #Hor.R= 0.0# 29-32 42 0 0.00 0.52 0.52 24 4 SP#2 N 22.89 -3.00 Plywd=---------------------------------------------= Brg.#3 Vert.R= 32.4 #Hor.R= 0.0# 7-12 852 -198 0.10 0.47 0.57 2 4 SP#2 N 100.25 -0.00 Diaph (FBC pass #2][OC 24.00][DF 1.25][NM 11 •• • • • •• 000 •• 12-14 387 -375 0.03 0.47 0.50 2 4 SP#2 N 52.00 -0.00 Diaph Repetitive Factors Used: Yes • 0.0 0 0 0 0 0• •• [MWFRS ASCE Perp/L-+][OC 24.0011DF 1.60](NM 11 16-19 271 -258 0.03 0.63 0.66 2 4 SP#2 N 96.25 -0.00 Diaph 31 PLF 0 -2.0 to 31 @ 8.8 (y=14.7]( % • • • • •• • • Repetitive Factors Used: Yes 18-25 1572 -660 0.24 0.63 0.87 2 4 SP#2 N 102.00 -0.00 Diaph 31 PLY @ 8.8 to 31 B 21.2 [y=14.711 04� • • • • • • • • -27 PLF @ 21.2 to -27 @ 30.0 R [y= 9.5][1004] 0- 1 1 0 0.00 0.03 0.03 2 4 SP#3 21.41 -1.64 31 PLF @ 21.2 to 31 @ 32.0 (y=14.7][•R] • • • • • 000 •• 10 PLF @ -2.0 to 10 @ 0.0 [y=14.7][ 041 30-31 1 0 0.00 0.03 0.03 2 4 SP#3 21.41 1.64 4 PLF @ 30.1 to 4 @ 32.0 (y= 8.51( 04] -52 PLF @ 8.8 to -52 @ 15.0 [y=11.6](10041 4- 5 567 -748 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 20 PLY @ 0.0 to 20 @ 30.0 (y= 3.51[1004] 10 PLY @ 0.0 to 10 @ 8.7 [y=14.71[ 04] 4- 6 312 -1006 0.00 0.51 0.51 23 4 SP#2 N 3.16 8.46 Plywd 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5][ 041 -27 PLF @ 30.0 to -27 @ 32.0 R (y= 9.0][10041 3- 4 170 -74 -=-=Fictious Member=- SP#2 N 1.90 -5.04 ----- 4 PLF @ -2.0 to 4 @-0.1 [y= 8.5)( 04] -43 PLF @ 0.0 to -43 @ 8.8 L [y=11.6][10041 6- 441 -118 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.48 ----- Brg.# 1 Vert.R= 390.9 #Hor.R= -0.0# 10 PLF @ 8.8 to 10 @ 21.2 [y=14.7]( 041 5- " 780 -191 0.06 0.41 0.47 2 4 SP#2 N 3.21 -4.52 Diaph Brg.#2 Vert.R= 1305.7#Hor.R= -0.0# -12 PLY @ 0.0 to -12 @ 13.1 Iy= 9.01[1004] 27-26 647 -851 -_-=Plate Member PLATE MEMBER 0.50 -Vert- -----Brg.#3 VeIt.R= 559.4#Hor.R= -0.0# 10 PLF @ 21.3 to 10 @ 30.0 [y=14.71[ 041 26-2: 709 -1666 0.02 0.61 0.63 3 4 SP#2 N 3.16 -8.46 Plywd=--------------------------- ----------------= 10 PLF @ 30.0 to10 @ 32.0 [y=14.7][ Oil 27-29 170 -74 -=-=Fictious Member=-=- SP#2 N 1.90 5.04 ----- [Partial Unbal. Lt)(OC 24.00][DF 1.25][MM 11 -29 PLF @ 15.0 to -29 @ 21.2 (y=11.61[1004] 25-26 358 -61 -_-=Plate Member=-_- PLATE MEMBER 3.47 97.48 ---- Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 041 25-28 1510 -656 0.35 0.47 0.81 3 4 SP#2 N 3.21 4.52 Diaph 31 PLF @ -2.0 to 31 @ 8.8 [y=14.7][ 04] -12 PLY @ 13.1 to -12 @ 21.1 [y= 9.0][10041 9-10 399 -258 ----Fictious Member=- SP#2 N 0.00 -Vert- ----- 31 PLF @ 8.8 to 31 @ 21.2 [y=14.7]( 04] -12 PLF @ 21.1 to -12 @ 30.0 [y= 9.0][1004] 10-11 1488 -741 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 31 PLF @ 21.2 to 31 @ 32.0 [y=14.7][ 04] -89 PLF @ -2.0 to -B9 @ 0.0 L [y= 9.5][1004) 22-23 474 -1027 -=--Fictions Member=- SP#2 N 0.00 -Vert- ----- 4 PLF @ 30.1 to 4 @ 32.0 [y= B.5] 041 Brg.#1 Vert.R= -311.4 #Hor.R= 64.1# 21-23 1016 -458 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 13.1 to 60 @ 21.2 [y=14.7 [10041 Brg.#2 Vert.R= -598.3 #Hor.R= 0.0# 14-15 387 -375 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 20 PLF @ 0.0 to ZO @ 30.0 [y= 3.5�[ 04] Brg.# 3 Vert.R= -135.8 #Hor.R- 0.0# 15-16 271 -258 - Fictious Member=-=- SP 92 N 0.00 -Vert- ----- 4 PLF @ -2.0 to 4 @ -0.1 [y= 8.5]( 041 19-20 271 -258 -=-=Fictious Member=-=- SP 42 N 0.00 -Vert- ----- 60 PLF @ 21.2 to 60 @ 32.0 [y=14.7](10041 IMWFRS ASCE Pero/L--I[OC 24.00)[DF 1.60][NM i] 18-20 660 -1572 -=-=Fictious Member=- SP#2 N 0.00 -Vert- -----Brg.# 1 Vert.R= 180.9 #Hor.R= 0.0# Repetitive Factors Used: Yes 0- 1 0 -0 -=-=Fictious Member=-=- SP#3 0.00 -Vert- ----- Brg.# 2 Vert.R= 1642.2 #Hor.R= -0.0# -27 PLF @ 21.2 to -27 @ 30.0 R [y= 9.5][1004] 31-32 0 -0 - -=Fictious Member=- SP#3 0.00 -Vert- ----- Brg.#3 Vert.R- 958.9 #Hor.R= -0.0# 10 PLF @ -2.0 to 10 @ 0.0 [y=14.71[ 041 52 PLF @ 8.8 to -52 @ 15.0 [y=11.61[10041 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace [Partial Unbal. Rt](OC 24.00][DF 1.25][NM 1] 10 PLF @ 0.0 to 10 @ 8.7 [y=14.71( 041 8-12 414 -705 0.34 1 4 SP#3 55.20 Repetitive Factors Used: Yes -27 PLF @ 30.0 to -27 @ 32.0 R (y= 9.01[1004] 10-12 361 -127 0.14 2 4 SP 93 25.17 31 PLY @-2.0 to 31 @ 8.8 (y=14.71[ 041 -43 PLF @ 0.0 to -43 @ 8.8 L [y=11.61[1004] 10-15 812 -1524 0.68 1 4 SP#3 53.09 31 PLY @ 8.8to 31 @ 21.2 [y=14.71[ 041 10 PLY @ 8.8 to 10 @ 21.2 [y=14.71[ 041 13-15 246 -410 0.08 1 4 SP#3 25.17 31 PLF @ 21.2 to 31 @ 32.0 [y=14.7][ 04) 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[1004] 15-17 894 -1696 0.75 1 4 SP#3 52.76 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.5)[ 041 10 PLF @ 21.3 to 10 @ 30.0 [y=14.7]1 O4] 17-20 1002 -520 0.38 1 4 SP 93 52.76 60 PLF @ -2.0 to 60 @ 8.8 [y=14.7][10041 10 PLF @ 30.0 to 10 @ 32.0 (y=14.71] 041 20-23 241 -188 0.07 25 4 SP#3 25.17 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 041 -29 PLF @ 15.0 to -29 @ 21.2 ly=11.61110041 20-24 356 -584 0.28 1 4 SP 93 55.20 4 PLF @ -2.0to 4 @ -0.1 [y= B.5][ 041 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51( 04] 60 PLY @ 8.8 to 60 @ 13.1 [y=14.7][1004] 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.0][1004] Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxh dxT Brg.# 1 Vert.R= 733.6 #Hor.R= 0.0# 12 PLF @ 21.1 to 12 @ 30.0 (y= 9.01[1004] 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.04 L/500 0.09 L/235 0.01 0.02 Brg.#2 Vert.R= 1462.3 #Hor.R= 0.0# -89 PLF @ -2.0 to -89 @ 0.0 L (y= 9.51110041 1 -1.85 8.88 -- ----- ---- ----- ---- ---- Brg.#3 Vert.R= 356.2#Hor.R= -0.0# Brg.# 1 Vert.R= -187.7 #Hor.R= 64.3 2 -0.08 8.64 ---- ----- ---- ----- Brg.# 2 Vert.R= -174.3 #Hor.R= 0.0# 3 0.00 9.34 0.00 L/685 0.00 L/408 0.00 0.01 (MWFRS ASCE Perp/L++][OC 24.00][DF 1.60](NM 11 Brg.#3 Vert.R= 42.6 #Hor.R= -0.0# 4 0.15 9.28 ---- ----- ---- ----- ---- --- Repetitive Factors Used: Yes 5 0.15 9.24 3X4(Al) 0.80 0.41 0.00 L/999 0.00 L/999 0.00 0.00 -27 PLF @ 21.2 to -27 @ 30.0 R [y= 9.5][1004] (MWFRS ASCE Perp/R++][OC 24.001[DF 1.60][NM 11 6 0.36 9.43 0.01 L/999 0.01 L/999 0.01 0.01 10 PLF @ -2.0 to 10 @ 0.0 [y=14.71[ O4] Repetitive Factors Used: Yes 7 0.40 9.15 0.01 L/999 0.02 L/999 0.00 0.00 -10 PLF @ 8.8 to -10 @ 15.0 [y=11.6)(1004) -10 PLF @ 21.2 to -10 @ 30.0 R [y= 9.5][1004] 8 4.54 10.48 1.5X4 0.80 0.49 N 0.03 L/999 0.10 L/999 0.00 0.01 10 PLF @ 0.0 to 10 @ 8.7 [y=14.7)( 041 10 PLF @ -2.0 to 10 @ 0.0 [y=14.71[ 041 9 8.75 11.53 5X8 0.80 0.63 N 0.02 L/999 0.06 L/999 0.00 0.01 -27 PLY @ 30.0 to -27 @ 32.0 R [y= 9.0][1004] -10 PLF @ B.8 to -10 @ 15.0 [y=11.6][10041 10 8.75 11.53 ---- ----- ---- ----- ---- ---- -10 PLY @ 0.0 to -10 @ 8.8 L [y=11.6][1004] 10 PLF @ 0.0 to 10 @ 8.7 fy=14.71( 041 11 8.75 11.53 ---- ----- ---- ----- ---- -- 10 PLF @ 8.8 to 10 @ 21.2 [y=14.7)[ 04] 36 PLP @ 30.0 to 36 @ 32.0 R [y= 9.01[1004) 12 8.75 9.15 3X4 0.80 0.53 N 0.02 L/999 0.06 L/999 0.00 0.02 -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01(1004] -27 PLF @ 0.0 to -27 @ 0.8 L [y=11.61(1004] 13 13.08 11.53 1.5X4 0.80 0.38 N 0.00 L/999 0.00 L/999 0.01 0.02 10 PLF @ 21.3 to 10 @ 30.0 [y=14.71( 041 10 PLF @ 8.8 to 10 @ 21.2 (y=14.71[ 041 14 13.08 9.15 5X8 0.80 0.95 N 0.00 L/999 0.00 L/999 0.01 0.02 10 PLY @ 30.0 to 10 @ 32.0 [y=14.71[ 041 -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0][1004] 15 13.08 9.15 ---- ----- ---- ----- ---- ---- -10 PLF @ 15.0 to -10 @ 21.2 [y=11.6][10041 10 PLF @ 21.3 to 10 @ 30.0 (y=14.71[ 041 16 13.08 9.15 ---- ----- - ----- ---- ---- 10 PLY @ 0.0 to 10 @ 30.0 [y= 3.5]( 04] 10 PLF @ 30.0 to 10 @ 32.0 [y=14.71[ 04] 17 17.09 11.53 3X41171 0.80 0.95 N 0.03 L/999 0.10 L/999 0.01 0.03 -12 PLF @ 13.1 to -12 @ 21.1 [y= 9.0](10041 -10 PLF @ 15.0 to -10 @ 21.2 [y=11.61[1004] 18 21.10 9.15 5XB 0.80 0.89 N 0.06 L/999 0.17 L/999 0.00 0.01 -12 PLY @ 21.1 to -12 @ 30.0 [y= 9.0][1004] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51( 04] 19 21.10 9.15 ---- ----- ---- ----- ---- ---- 36 PLF @-2.0 to 36 @ 0.0 L [y= 9.5][10041 -12 PLF @ 13.1 tc -12 @ 21.1 Iy= 9.01[1004] 20 21.10 9.15 ---- ----- ---- ----- ---- ---- Brg.#1 Vert.R= 91.5 #Hor.R= -64.8# -12 PLF @ 21.1 to -12 @ 30.0 fy= 9.01[1004] 21 21.25 11.53 4X5(Rl 0.80 0.60 N 0.06 L/999 0.18 L/999 0.01 0.03 Brg.# 2 Vert.R= -100.1 #Hor.R= 0.0# -27 PLF @ -2.0 to -27 @ 0.0 L Iy= 9.51[1004) 22 21.25 11.53 - ----- ---- ----- ---- ----Brg.#3 Vert.R= -145.9 #Hor.R= 0.0# Brg.#1 Vert.R= -120.9 #Hor.R= 64.8# 23 21.25 11.53 ---- ----- ---- ----- ---- -- ----------------------------------------------= Brg.#2 Vert.R= -121.7 9 Hor.R= -0.0# Brg,# 3 Vert.R= 87.9 #E10r.R= -0.0# Brg.# 1 Vert.R= -10.8 #Hor.R= 0.0# 12 PLF @ 21.1 to 12 @ 30.0 (y= 9.01[100%1 20 PLF 3 0.0 to 20 @ 30.0 (y= 3.5][ 0%] _-_-_•-------------- ------------------------= Brg.# 2 Vert.R- -42.5 #Hor.R= 0.0# 36 PLF @ -2.0 to 36 @ 0.0 L (y= 9.51(1001] 12 PLF 3 13.1 to 12 @ 21.1 (y= 9.01[1001] [MWFRS ASCE Perp/R+-][OC 24.001[DF 1.60][NM 11 Brg.# 3 Vert.R= -16.2 #Hor.R= -0.04 Brg.# 1 Vert.R= 384.5 #Hor.R= -64.81 12 PLF 9 21.1 to 12 @ 30.0 ly= 9.01[100%1 Repetitive Factors Used: Yes = _ _ _ _ _- _ _ _ _ _ • B69.#•2•V6rt.R6 891.1 #HW.R�•0-0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][100%] -10 PLF @ 21.2 to -10 @ 30.0 R ly= 9.5][10011 [MWFRS ASCE Parl+-][OC 24 001(DF 1.601[NM 11 •• .# 3rVertmR=•276.6#4tor.R= • -0.0# Brg.# 1 Vert.R= 292.3 #Hor.R= 0.0# 10 PLF @ -2.0 to 10 @ 0.0 [y=14.711 0%] Repetitive Factors Used: Yes Brg.# 2 Vert.R= 955.7 #Hor.R= 0.0# -10 PLF @ 8.8 to -10 @ 15.0 [y=11.6][100%] -10 ELF @ 21.2 to -10 3 30.0 R [y= 9.51(100%) (IIWFRSCE�rJiDZL- [OC 244b01(Dim 1.601[NM 11 Brg.# 3 Vert.R- 405.6 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 8.7 [y=14.7][ 0%] 10 PLF @ -2.0 to 10 @ 0.0 [y=14.71[ 0%] • R�pety y6 F�pto ed: s • ----------- ------ ----------- ---- -- --- - 36 PLF @ 30.0 to 36 @ 32.0 R [y= 9.01[100%) -10 PLF @ 8.8 to -10 S 15.0 1Y=11.6][100%) -T7 PI @ 21.2 to - 7 @ 301 R•[y=•9.5][100%] [MWFRS ASCE PrD1--J[0C 24.00][DF 1.60][NM 1) -27 PLF @ 0.0 to -27 @ 8.8 L [y=11.61[100%] 10 PLP @ 0.0 to 10 @ 8.7 [y=14.71[ 0%1 31 PLF @ -2.0 to 31 @ 0.0 (y=14.71[ 0%1 Repetitive Factors Used: Yes 10 PLF @ 8.8 to 10 @ 21.2 [y=14.71[ 0%) -10 ELF @ 30.0 to -10 3 32.0 R [y=9.0][100%] -52 PLF @ 8.8 to -52 @ 15.0 [y=11.61[100%I -52 PLF @ 21.2 to -52 @ 30.0 R [y= 9.5](100%) 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0](100%] -10 PLF @ 0.0 to -10 3 8.8 L [y=11.611100%1 • •3�ELF @ 4.0 to •31 @ 8.7 fy=14.714 011 31 PLF 3 -2.0 to 31 @ 0.0 ly=14.71[ 011 10 PLF @ 21.3 to 10 @ 30.0 [y=14.7][ 011 10 PLF @ 8.8 to 10 @ 21.2 1y=14.7][ 0%] • • • 7 PLF(6 4).0 t6 -J7 @ 32" (y-9.011100%] -52 PLF @ 8.8 to -52 @ 15.0 [y=11.6][100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=14.71[ 0%] 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.0][100%] • • •9-43 PV @ s0.0 t6 -43 (b 8.8.1, [y�3.6I[100%] 31 PLF 3 0.0 to 31 @ 8.7 1y=14.71[ 01 -10 PLF @ 15.0 to -10 @ 21.2 [y=11.61[100%] 10 PLF @ 21.3 to 10 @ 30.0 [y=14.71[ 0%) • • • 30 ELF @ s.8 too A @ 21.2¢j=14.6)to 0%] -52 PLF @ 30.0 to -52 @ 32.0 R [y= 9.011100%1 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] 10 PLP @ 30.0 to 10 @ 32.0 [y=14.7][ 0%I • • • 11 PLF @ 00.0 too It @ 13.1 9.91[MOVI -52 PLF @ 0.0 to -52 @ 8.8 L [y=11.611100°%] 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.0](100%) -10 PLF @ 15.0 to -10 3 21.2 [y=11,6][100%] • •31 PLF @".?to 031 @ 30,E 44.712 0%] 30 PLF S B.8 to 30 @ 21.2 [y=14.71[ 011 12 PLF @ 21.1 to 12 @ 30.0 [yy= 9.0][100%] 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 0%] 31 PLF @ 30.0 to 31 @ 32.0 (y=14.71[ 0%] 12 PLF 3 0.0 to 12 @ 13.1 [y= 9.011100%] -27 PLF @ -2.0 to -27 @ 0.0 L (y= 9.5][100%] 12 PLF @ 13.1 to 12 @ 21.1 (y= 9.01[100%] -29 PLF @ 15.0 to -29 @ 21.2 `y=11.6][100%] 31 PLF 3 21.3 to 31 @ 30.0 (y=14.71[ 0%] Brg.# 1 Vert.R= 2.8 #Hor.R= 64.8# 12 ELF @ 21.1 to 12 @ 30.0 [y= 9.0](100%] 20 ELF @ 0.0 to 20 @ 30.0 [y=3.511 0%] 31 PLF 3 30.0 to 31 @ 32.0 [p=14.71[ 011 Brg.# 2 Vert.R= 302.3 #Hor.R= 0.0# -10 PLF @ -2.0 to -10 3 0.0 L [y= 9.5][100%] ••• 1•� PS @ 1?. to:•12 @42P.4 [y=1.11(100%] -52 PLF @ 15.0 to -52 @ 21.2 ty=11.6][100°%] Brg.# 3 Vert.R= 266.3 #Hor.R= -0.0# Brg,# 1 Vert.R= 112.9 #Hor.R= 0.0# • 1��1 @�1. to : @:P0 [,,,*=$.01[100%1 20 PLF 9 0.0 to 20 @ 30.0 [y= 3.51[ 0%1 Brg.#2 Vert.R- 381.5#Hor.R= -0.0# • 49 IV 6-2.0 t6•-89 6 0.0 L [Y09.5](100%] 12 PLF 3 13.1 to 12 @ 21.1 [y= 9.0](100%) [MWFRS ASCE Perp/R-+1[OC 24.001[DF 1.60)[114 11 Brg.#3 Vert.R= 162.1#Hor.R= -0,0# • Erg.0 1 14ert•R=• -16.340 Hor.R= 964.1# 12 ELF 3 21.1 to 12 @ 30.0 [y= 9.0][100%] Repetitive Factors Used: Yee _____________ _______ _ _ __ _ _ __ _ _ •• Rg.P2 Velt.R=• 39t.9•#•l/r.R•• -0.0# -52 ELF @ -2,0 to -52 @ 0.0 L [y= 9.5][1001 -43 PLF @ 21.2 to -43 @ 30.0 R [y= 9.5)[100%1 [MWFRS ASCE Parl-+][OC 24.00][DF 1.6011NM 11 Brg.#3 Vert.R= 286.1 #Hor.R= 0.0# Brq.# 1 Vert.R= 43.7#Hor.R= 0.0# 10 PLF @ -2.0 to 10 @ 0.0 (y=14.71[ 0%1 Repetitive Factors Used: Yes =--------------- ---------------------------= Brg.# 2 Vert.R= 138.3 #Hor.R= -0.09 -29 PLF @ 8.8 to -29 @ 15.0 [y=11.6][10011 -52 PLF @ 21.2 to -52 3 30.0 R [q= 9.5)[100%] [MWFRS ASCE PrpD/R+-][OC 24.00][DF 1.601[NM 1] Brg.#3 Vert.R= 61.5 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 8.7 [y=14.71[ 011 10 PLF @-2.0 to 10 @ 0.0 [y=14.71[ 0%1 Repetitive Factors Used: Yes -89 PLF @ 30.0 to -89 @ 32.0 RlY= 9.0)[100%1 -52 PLF @ 8.8 to -52 8 15.0 (y=11.6](100%] -10 PLF @ 21.2 to -10 @ 30.0 R (y= 9.5)[100%) [C&C ASCE Wind Lt-+)[OC 24.00][DF 1.60][NM 1] -27 PLF @ 0.0 to -27 @ 8.8 L 1y=11.61(100%1 10 PLF @ 0.0 to 10 @ 8.7 (y=14.71[ 0%) 31 PLF @-2.0 to 31 @ 0.0 (y=14.7][ 01] Repetitive Factors Used: Yes 10 PLF @ 8.8 to 10 @ 21.2 [y=14.7][ 0%] -52 PLF @ 30.0 to -52 S 32.0 R [y= 9.01(100%] -10 PLF @ 8.8 to -10 @ 15.0 [y=11.6)[100%1 -54 ELF @ 1.0 to -54 @ 8.8 L [y=11.6](100%1 -12 ELF @ 0.0 to -12 @ 13.1 [y= 9.0][100%] -52 PLF @ 0.0 to -52 3 8.8 L [y=11.6][10011 31 PLF @ 0.0 to 31 @ 8.7 [y=14.71[ 0%] 10 PLF 3-2.0 to 10@0.0 (y=14.711 01] 10 PCF @ 21.3 to 10 @ 30.0 [y=14.7][ 011 10 PLF @ 8.8 to 10 @ 21.2 [y=14.71[ 0%1 36 ELF @ 30.0 to 36 @ 32.0 R [y= 9.01(100%] -81 PLF @ 21.2 to -81 @ 24.2 R [y=10.91[100%] 10 PIF @ 30.0 to 10 @ 32.0 [y=14.7]( 01] -12 PLF @ 0.0 to -12 3 13.1 [y= 9.0][100%] -27 PLF @ 0,0 to -27 @ 8.8 L [y=11.61[100%] 10 PLF 3 0.0 to 10 @ 1.0 [y=14.71[ 0%] -52 ELF @ 15.0 to -52 @ 21.2 1Y=11.6](10011 10 PLF @ 21.3 to 10 @ 30.0 [y=14.7][ 0%) 30 PLF @ 8.8 to 30 @ 21.2 [y=14.71[ 0%] -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.7](100%) 10 ELF @ 0.0 to 10 @ 30.0 [y=3.5][ 011 10 PLF @ 30.0 to 10 @ 32.0 [y=14.71[ 01] 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.0][10011 10 PLF 3 1.0 to 10 @ 8.7 [y=14.71[ 011 -12 ELF @ 13.1 to -12 @ 21.1 [y= 9.01[1001] -52 PLF @ 15.0 to -52 3 21.2 [y=11.6](100%] 31 PLF @ 21.3 to 31 @ 30.0 [y=14.7)[ 011 -54 ELF @ 24.2 to -54 @ 32.0 R [y= 9.0][100%] -12 ELF @ 21.1 to -12 @ 30.0 [y=9.0 (1001 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 0%) 31 PLF @ 30.0 to 31 @ 32.0 [y=14.7][ 0%] 10 PLF 3 8.8 to 10 @ 11.8 [y=14.71[ 0%] -27 ELF @-2.0 to -27 @ 0.0 L [y= 9.5)[100%] -12 PLF @ 13.1 to -12 3 21.1 [y=9.0)[100% -10 PLP @ 15.0 to -10 @ 21.2 [y=11.6][100%] -75 PLF @ 8.8 to -75 @ 11.8 [y=11.6][100%) Brg.# 1 Vert.R= -75.2 #Hor.R= 64.1# -12 PLF @ 21.1 to -12 3 30.0 (y= 9.01[100%] 20 PGF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%I 10 PLF 3 11.8 to 10 @ 21.2 (y=14.7][ O%] Brg,# 2 Vert.R= -568.9 #Hor.R= -0.0# -52 PLF @-2.0 to -52 3 0.0 L [y= 9.5)[100%] 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.01[100%] -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[100%] Brg,# 3 Vert.R= -401.4 #Hor.R= -0.0# Brg.#1 Vert.R- -249.4 #Hor.R= 0.0# 12 PLF @ 21.1 to 12 @ 30.0 [p=9.01[100%1 10 PLF 3 21.3 to 10 @ 24.3 [y=14.71[ 0%1 ----------------------------------------------= Erg.#2 VeIt,R= -860.0#Hor.R= -0.0# -27 PLF @ -2.0 to -27 @ 0.0 L (y= 9.5][1001] -149 PLF @ -2.0 to -149 3 0.0 L ly= 9.5][100%] [MWFRS ASCE Perp/R--IIOC 24.00][DF 1.60][NM 11 Brg.#3 Vert.R= -360.3 #Hor.R= -0.0# Brg.# 1 Vert.R= 172,2#Hor.R= 64.8# 10 PLF 3 24.3 to 10 @ 32.0 (y=14.71( 011 Repetitive Factors Used: Yes ________________________ ____ _____ _ _ _ _ _ Brg.# 2 Vert.R= 876.6 #Hor.R= 0.0# -12 PLF @ 13.1 to -12 @ 21.1 [y= 9.011100%] -43 PLF @ 21.2 to -43 @ 30.0 R [y= 9.5][100%] [MWFRS ASCE Parl--j[OC 24.00][DF 1.6011NM 1] Brg.# 3 Vert.R= 509.8 #Hor.R= -0.0# -12 PLF @ 21.1 to -12 @ 30.0 [y= 9.0]1100%1 10 PLF @ -2.0 to 10 @ 0.0 [y=14.7][ 0%1 Repetitive Factors Used: Yes __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ 10 PLF 3 0.0 to 10 @ 30.0 (y= 3.51[ 0%) -29 PLF @ 8.8 to -29 @ 15.0 1y=11.6)(100%1 -52 PLF @ 21.2 to -52 3 30.0 R [y= 9.51110011 [MWFRS6ASCE PrpD/R--][OC 24.00][DF 1.60]INM 11 -61 PLF @ 11.8 to -61 @ 21.2 `y=11.61[100%] 10 PLF @ 0.0 to 10 @ 8.7 (y=14.71[ 0%) 10 PLF @-2.0 to 10 @ 0.0 [y=14.71[ 0%] Repetitive Factors Used: Yes -89 PLF @ 30.0 to -89 @ 32.0 R [y= 9.01[100%1 -52 PLF @ 8.8 to -52 3 15.0 [y=11.6][100%] -43 PLF @ 21.2 to -43 @ 30.0 R [y=9.5][100%] [C&C ASCE Wind Rt-+][OC 24.001[DF 1.60][NM 1] -27 PLF @ 0.0 to -27 @ 8.8 L (y=11.6)(100%] 10 PLF @ 0.0 to 10 @ 8.7 [y=14.71[ 0%) 31 PLF @ -2.0 to 31 @ 0.0 (y=14.71[ 0%) Repetitive Factors Used: Yes 10 PLF @ B.8 to 10 @ 21.2 [y=14.71( 0%] -52 PLF @ 30.0 to -52 3 32.0 R [y= 9.0][100%] -29 PLF @ 8.8 to -29 @ 15.0 [y=11.6)[100%) -61 PLF @ 8.8 to -61 @ 18.2 [y=11.61(100%1 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0][100%) -52 PLF @ 0.0 to -52 3 8.8 L [y=11.6](1001) 31 PLF @ 0.0 to 31 @ 8.7 1y=14.71[ 011 10 PLF S -2.0 to 10 @ 5.8 [y=14.71[ 0%1 10 PLF @ 21.3 to 10 @ 30.0 [y=14.71[ 0%] 10 PLF @ 8.8 to 10 @ 21.2 [y=14.71[ 0%] -89 PLF @ 30.0 to -89 @ 32.0 R [y= 9.0](100%] -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.5111001 10 PLF @ 30.0 to 10 @ 32.0 [y=14.7][ 01) 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.01[1001] -27 PLF @ 0.0 to -27 @ 8.8 L [y=11.6][100%1 10 ELF 2 5.B to 10 @ 8.7 [%=14.7][ 011 -52 PLF @ 15.0 to -52 @ 21.2 1y=11,6][100%1 10 PLF @ 21.3 to 10 @ 30.0 [y=14.7)1 011 30 ELF @ 8.8 to 30 @ 21.2 (y=14.7][ 0%) -81 PLF @ 5.8 to -81 @ 8.8 L [y=11.61[100%1 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 011 10 PLP @ 30.0 to 10 @ 32.0 [y=14.71[ 0%) 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[100%1 10 PLF 3 8.8 to 104@ 18.2 (y=14.71[ 0%) 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.0]11001] -52 PLF @ 15.0 to -52 3 21.2 `y=11.6)[100%) 31 ELF @ 21.3 to 31 @ 30.0 [y=14.71[ 011 -149 PLF @ 30.0 to-149 3 32.0 R [y= 9.0][100%] 12 PLF @ 21.1 to 12 @ 30.0 [y= 9.0]11001) 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] 31 ELF @ 30.0 to 31 @ 32.0 (y=14.71[ 011 30 PLF a 18.2 to 10 @ 21.2 [y=14.71[ 011 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.511100%] 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.0][100%] -52 ELF @ 15.0 to -52 @ 21.2 (y=11.6)[100%) -75 PLF @ 18.2 to -75 @ 21.2 [y=11.6][100%1 Brg.# 1 Vert.R= 48.5 #Hor.R- -64.1# 12 PLF @ 21.1 to 12 @ 30.0 (y= 9.0](100%] 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5][ 0%) 10 PLF 3 21.3 to 10 @ 29.0 [y=14.71[ 011 Brg.# 2 Vert.R= -144.9 #Hor.R= 0.0# -52 PLF @-2.0 to -52 3 0,0 L [y= 9,5](100%1 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.0)[100%1 -12 ELF @ 0.0 to -12 @ 13.1 [y= 9.011100%) erg.#3 Vert.R= -223.0 #Hor.R= 0.0# Brg.# 1 Vert.R= -125.7#Hor.R= 0.0# 12 PLF @ 21.1 to 12 @ 30.0 [y= 9.01[100%1 10 PLF S 29.0 [o 10 @ 30.0 (y=14.71[ 0%) Brg,# 2 VeIt.R- -436.0 #Hor.R= -0.0# -27 PLF @-2.0 to -27 @ 0.0 L [y=9.511100%] -54 PLF @ -2.0 to -54 @ 5.8 L [y=10.9][100%) (MWFRS ASCE Parl++][OC 24.00][DF 1.60)(NM 11 Brg.#3 VeIt.R- -182.0 #Hor.R= 0.0# Brg.#1 Vert.R= 217.8 #Hor.R= -64.3 10 PLF S 30.0 to 10 @ 32.0 [y=14.71[ 011 Repetitive Factors Used: Yes =-=-=....... _ _ _ _ _ _ _ _ _ _ _ = Brg.#2 Vert.R= 429.3 #Hor.R= 0.0# -12 PLF @ 13.1 to -12 @ 21.1 [y= 9.011100%] -10 PLF @ 21.2 to -10 @ 30.0 R [y= 9.51[100%) [MWFRS ASCE PrpD/L+-)[OC 24.00][DF 1.60](NM 11 Brg.# 3 Vert.R= 20.4 #Hor.R= -0.0# -12 PLF @ 21.1 to -12 @ 30.0 [y= 9.0][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=14.71[ 0%] Repetitive Factors Used: Yes _ _ _ _ _ _ ___ _ _ _ _ _ _ ____ ____= 10 PLF S 0.0 to 10 @ 30.0 [y= 3.511 O1] -10 PLP @ 8.8 to -10 @ 15.0 [y=11.6][100%] -27 PLF @ 21.2 to -27 3 30.0 R [y= 9.511100%1 [MWFRS ASCE Pr1D+-J10C 24.00)[DF 1.60](NM 11 -54 PLF @ 21.2 to -54 @ 29.0 R [y=9.711100%1 10 PLF @ 0.0 to 10 @ 8.7 [y=14.71[ 0%] 31 PLF @-2.0 to 31 @ 0.0 [p=14.71[ 011 Repetitive Factors Used: Yes =---------------- -- --- - -- ---- ---- -10 PLF @ 30.0 to -10 @ 32.0 R [y= 9.01110011 -10 PLP @ 8.8 to -10 3 15.0 1y=11.6)(100%] -10 PLF @ 21.2 to -10 @a 30.0 R [y=9.51[100%) (C&C ASCE Wind Lt--][0C 24.00][DF 1.601[NM 11 -10 PLF @ 0.0 to -10 @ 8.8 L [y=11.61[100%1 31 ELF @ 0.0 to 31 @ 8.7 [%y=14.7]( 0%) 31 ELF @ -2.0 to 31 @ 0.0 [y=14.7]( 011 Repetitive Factors Used: Yes 10 PLF @ B.8 to 10 @ 21.2 [y=14.71( 011 -27 PLF @ 30.0 to -27 3 32.0 R [y= 9.0][100%] -10 PLF @ 8.8 to -10 @ 15.0 `y=11.6](100%] -54 PLF @ 1.0 to -54 @ 8.8 L [y=11.61[1001] -12 ELF @ 0.0 to -12 @ 13.1 [y=9.0][1001] -10 PLF @ 0.0 to -10 3 8.8 L [y=11.6](100%] 31 PLP @ 0.0 to 31 @ 8.7 [y=14.71[ 01) 10 ELF S-2.0 to 10 @ 0.0 [y=14.71[ 0%] 10 PLF @ 21.3 to 10 @ 30.0 [y=14.71[ 01] 30 PLP @ 8.8 to 30 @ 21.2 [y=14.711 0%] -10 PLP @ 30.0 to -10 @ 32.0 R (y= 9.0][1001] -81 PLF @ 21.2 to -81 @ 24.2 R [y=10.91[100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=14.71[ 011 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.011100%] -10 PLF @ 0.0 to -10 @ 8.8 L [y=11.6][100%] 10 PLF S 0.0 to 10 @ 1.0 [y=14.71[ 0%] -10 ?LF @ 15.0 to -10 @ 21.2 (y=11.6][100%) 31 PLF @ 21.3 to 31 @ 30.0 [y=14.71( 011 30 PLF @ 8.8 to 30 @ 21.2 [y=14.71[ 0%] -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.711100%] 10 KF @ 0.0 to 10 @ 30.0 (y= 3.5)[ 0%1 31 ELF @ 30.0 to 31 @ 32.0 [y=14.71( 0%) 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[100%] 10 PLF 3 1.0 to 10 @ 8.7 [y=14.71[ 0%] -12 ?LF @ 13.1 to -12 @ 21.1 [y=9.0)[100%] -10 PLF @ 15.0 to -10 S 21.2 (y=11.61[100%) 31 PLF @ 21.3 to 31 @ 30.0 (y=14.71[ 011 -54 PLF @ 24.2 to -54 @ 32.0 R ly= 9.01[100%) -12 ?LF @ 21.1 to -12 @ 30.0 [y=9.01[1001) 20 PLF @ 0.0 to 20 @ 30.0 [y=3.51( 011 31 PLF @ 30.0 to 31 @ 32.0 (y=14.71[ O%] 10 PLF a 8.8 to 10 @ 11.8 [y=14.71[ 011 -10 ?LF @ -2.0 to -10 @ 0.0 L [y= 9.5](100%] 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.0)[100%] -10 PLF @ 15.0 to -10 @ 21.2 1y=11.6][10011 -75 PLF @ 8.8 to -75 @ 11.8 [y=11.61[100%] 10 PLF @ 11.8to 10 @ 21.2 [y=14.7]( 09] 12 PLF @ 0.0 to 12 0 13.1 [y= 9.0][1009] 10 ELF @ 21.3 to 10 @ 24.3 [y=14.71[ 09] -149 ELF a -2.0 to -149 @ 0.0 L [y= 9.5][10091 • • ••• • • • ••• 10 ELF @ 24.3 to 10 @ 32.0 [y=14.71[ 091 •• •• • • • •• •• • 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.01110091 • • • • • • • • • • 12 PLF @ 21.1 to 12 @ 30.0 (y= 9.0][1009] • • • ••• • • • 10 PLF @ 0.0 to10 @ 30.0 [y= 3.5][ 09] • ••• t • • • ••• -61 PLF @ 11.8 to -61 @ 21.2 [y=11.6][1009] [C6C ASCE Wind Rt--1[OC 24.00][DF 1 60]1NM 11 Repetitive Factors Used: Yes • •• • • • •• -61 PLF @ 8.8 to -61 @ 18.2 [y=11.6][1009] • • • •• • • •• • 10 PLF @ -2.0 to 10 @ 5.8 [y=14.71[ 09] • • •• • • • • • • •• -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.5][10091 • • • • • • • • • • 10 PLF @ 5.8 to 10 @ 8.7 [y=14.71[ 09] • • • • • • • • • • -81 ELF @ 5.8 to -81 @ 8.8 L 1y=11.6][1009] • • ••• • 000 • 10 PLF @ B.8 to 10 @ 18.2 [y=14.71[ 091 -149 PLF @ 30.0 to -149 @ 32.0 R (y= 9.0](1009] 10 PLF @ 18.2 to 10 @ 21.2 [y=14.71( 09] •• • • • •• ••• •• -75 PLF @ 18.2 to -75 @ 21.2 [y=11.6](1009) 10 PLF @ 21.3 to 10 @ 29.0 [y=14.71[ 091 •• • • •• 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[1009] • • • • • •• • • 10 PLP @ 29.0 to 10 @ 30.0 [y=14.71( 09] • • • • • • • • • 54 PLF @ -2.0 to -54 @ 5.8 L [y=10.9][1009] •• • • • • • ••• •• 10 PLF @ 30.0 to 10 @ 32.0 [y=14.7][ 0%] 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.01[10091 12 PLF @ 21.1 to 12 @ 30.0 [y= 9.0][10091 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.511 09] -54 PLF @ 21.2 to -54 @ 29.0 R [y= 9.7][1009] (C6C ASCE Wind Lt--D1(OC 24 00)[DF 1.60](NM 11 Repetitive Factors Used: Yes -54 PLF @ 1.0 to -54 @ 8.8 L [y=11.6][1009] 31 ELF @-2.0 to 31 @ 0.0 [pp=14.7]( 091 -81 ELF @ 21.2 to -81 @ 24.2 k [y=10.9111009] 31 PLF @ 0.0 to 31 @ 1.0 [y=14.71[ 091 -81 PLF @ 0.0 to -81 @ 1.0 L 1 = 9.7111009] 31 ELF @ 1.0 to 31 @ 8.7 1y=14.71[ 09] -54 PLF @ 24.2 to -54 @ 32.0 R (y' 9.0](100%] 30 PLF @ 8.8 to 30 @ 11.8 [y=14.71[ 09] -75 PLF @ 8.8 to -75 @ 11.8 [y=11.61(1009] 30 PLF @ 11.8to 30 @ 21.2 (y=14.7]( 09] 12 PLP @ 0.0 to 12 @ 13.1 [y= 9.0][10091 31 PLF @ 21.3to 31 @ 24.3 (y=14.7]( 09) -149 ELF @ -2.0 to -149 @ 0.0 L 1y= 9.5]11009] 31 PLF @ 24.3 to 31 @ 32.0 [y=14.7][ 091 12 ELF @ 13.1 to 12 @ 21.1 [y= 9.01110091 12 PLF @ 21.1 to 12 @ 30.0 [y= 9.0111009] 20 PL?@ 0.0 to 20 @ 30.0 [y= 3.5][ 091 -61 PIF @ 11.8 to -61 @ 21.2 (y=11.61110091 [C6C ASCE Wind Rt--D][OC 24 00][DF 1.601[NM 11 Repetitive Factors Used: Yes -61 PIF @ 8.8 to -61 @ 18.2 [y=11.6](1009] 31 PL?@ -2.0 to 31 @ 5.8 [y=14.7]1 09] -81 P:F @ 29.0 to -81 @ 30.0 R [y= 9.5][1009] 31 PL?@ 5.8 to 31 @ 8.7 1y=14.71[ 09] -81 PLF @ 5.8 to -81 @ 8.8 L (y=11.6][10091 30 PL?@ 8.8 to 30 @ 18.2 1y=14.7][ 09] -149 ?LF @ 30.0 to -149 @ 32.0 R [y= 9.01[1009] 30 PL?@ 18.2 to 30 @ 21.2 [y=14.7]1 091 -75 PIF @ 18.2 to -75 @ 21.2 [y=11.6][1009] 31 PL?@ 21.3 to 31 @ 29.0 (y=14.711 09] 12 PL?@ 0.0 to 12 @ 13.1 [y= 9.0]11009] 31 PL?@ 29.0 to 31 @ 30.0 (yy=14.7][ 091 -54 EBF @-2.0 to -54 @ 5.8 L [y=10.9](10091 31 PLF @ 30.0 to 31 @ 32.0 [y=14.71[ 091 12 PLF @ 13.1 to 12 @ 21.1 [y= 9.01110091 12 PLF @ 21.1 to 12 @ 30.0 [y= 9.0][10091 20 PLF @ 0.0 to 20 @ 30.0 [p= 3.511 091 -54 PLF @ 21.2 to -54 @ 29.0 R [y= 9.71[10091 Job: 16175N /A4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/12013) • • 4045wmph&And,405.00 f4nearbhIlit,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C, •• •• wind T(bDIs5.a psf,wMd BO►DL=5.0 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 N:T2 2x4 SP#1 Dense: • • • • • • • • • • Bot chord 2x4 SP#2 N 1/�nd Io�ds�anc�reactidrs ba�ed on MWFRS with additional C&C member design. Webs 2x4 SP#3 • • • • ••• :Lt Level Return 2x4 SP#3::Rt Level Return 2x4 SP#3: (a1 tAnuo•ustleral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80%length of web member.Attached with 16d Box or Gun(0.135"x3.5",min.)naiis @ 6"OC. Lumber value set"13B"uses design values approved 1/302013 by ALSO • •• Bottow chord checked foj 10.00af non-concurrent live load. Deflection meets 1-/380 five and L240 total load.Creep increase factor for dead load is 1.50. • • • ' • •• •�ss• • • •• �/VnS loadsyaWd onas•Iocated at least 7.50 ft.from roof edge. • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• . 1019" -' =5X8 1111.5X4 O =5X8 12 T 3p 1 ah 63X4 (a) F3X4 iv `+ in m 1 M a 3X4(A1 a3X4(A1) sus a2X4(R B2X4(R) L T a 11.5X4 -3X4 �SX6 011.5X4 i =6X 2' 30' R=686#U=297#RL--731-73#W=8" R=2236#U=8780 W=8" R=927#U=3909 W=8" (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE=2'0"12 RIGHT RAKE=2'0"12 SEQ= 325571 PLT.TYP.-WAVE DESIGN CRIT-FBC2014RESRPI.2(=FTIRT"20%l0%)I1(C) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRA NGI "IMPORTANT"FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDING THE INSTALLERS. TC LL 30.Opsf REF �.. T—ropdre mdrmne we N febrketNg,hmAN.eNPPNBN��9 mid Eraz4tg.Ram to and fedewthe W.aeditb—fowl(edkpmC.w.mu:iaaylaotmelm�,IVTrland wrcA)rm�rmY TC DL 15.Opsf DATE 05-31-2016 W.Cvoes Pdm to PdrrmrnNB Breed fur n—.Inaw—engin wdwde lempormy macleG am SCSI. uaess doted othenNIM tea el+md engin here 7 eneamd atrpdmal ane"and bottom Clued LR O1Dri1A Wig have dP�mtV�dd�HdeMM.taodlaumdhownrmPmrtmnentleteralrestraNtawebs BC DL 10.0psf DRWG F 1+ RM when have bradn8 Needed Per Best eew—B3"8'7 m 870,es.pp3..bb.Ap*plates to each leu r Innis and poanbn ee 911oYrn abdVe BM on BIB Jobd 0asna.unkas noted dlmrv:me. QUALITY TRUSS Ram todreWga/60A•Zrmeb derdplatepmmons. BC LL O.Opsf rrw WON Compmmnte Group Inoshat net be ro-pmmmid for any dwWlon from tNa drewNg, mry feBne tfo bu8d the trues N cont—ce with ANSVM 1,m for harl�n8,MOM Net-IIatmn amaA Mon see. TOT.LD. 55.Opsf O/A LEN. 30 TBI.:(954)975-3384 AeW on Mb mewNpmcover pap retNp tNednW4q,Nt0ata eaepterme aProtewmw FAX:(954)978-8980 erareports yeW*1wfdee itBhwlL The wAKM vW use of ft dww" DUR.FAC. 1.2.5 JOB#:16175N « =p"I(CENTSALBLW. for my tdruct e to tM mittouby of strpr✓➢tp Oalpse PwMBVTP119ep1 FOMFANOBEACH,FT,33064 Fm"meN`m"°urea'"mlob'agmalnoa-pbeiand'heae;IMa SPACING 24.0" HIPS Irwaca www.flrmoa.am:Tpb www.IPNet.mB;wrcA:www.abcindUsfry.pem:Icc:www.iceaete nip TYPE 22 19.25 9.15 ---- ----- ---- ----- ---- ---- [MWFRS ASCE Perp/L+-][OC 24.001IDF 1.60)[NN 11 [ALPINEI[FBC2014Res/TPI-2007][A4][16175N/11 23 19.25 9.15 ---- ----- ---- ----- ---- ----Repetitive Factors Used: Yes [TCLL 30.01[TCDL 15.01IBCDL 10.0)[BCLL 0.0][DF 1.25II0C 24.01INM 1][SOFFIT 2.01 24 24.32 10.76 3X4 0.80 0.60 N 0.08 L/999 0.21 L/955 0.00 0.01 -27 PLF @ 19.2 to -27 @ 30.0 R [y= 9.5][100%1 • 025••14.43• 9.1b 1.5X9, PJ6 0.38 N 0.08 L/999 0.21 L/957 0.01 0.02 10 PLF @ -2.0 to 10 @ 0.0 [y=15.2][ 0%] •• ••26 •29.w 49.11• •• • 0.00 L/999 0.01 L/999 0.01 0.03 -10 PLF @ 10.8 to -10 @ 15.0 (y=12.11(100%j [STD.AUTO.LOAD][OC 24.001[DF 1.25)[NM 11• • 027 •29:% 49.4# • • • 0.00 L/999 0.00 L/999 0.02 0.04 10 PLF @ 0.0 to 10 @ 10.7 [y=15.21( 0%I ==Bearings==[X-Locj(React)[Min Size Re?].. Repetitive Factors Used: Yes i 8 29.85• .2 • • 27 PLF @ 30.0 to -27 @ 32.0 R Iy= 9.01[100%] [ 0.001[ 686][ 73h)[0.131 [12.751[ 2236][0.26) [29.331[ 927][0.131 31 PLF @ -2.0 to 31 @ 10.8 [y=15.2][•0%] •a9•• 9. •9.2 3X4(1) ��0.66 0.00 L/999 0.00 L/999 0.02 0.03 -10 PLF @ 0.0 to -10 @ 10.8 L Iy=12.1][100%1 31 PLF @ 10.8 to 31 @ 19.2 (y=15.2][ 0%] 30 0. 9.3 0.00 L/671 0.01 L/309 0.02 0.04 10 PLF @ 10.8 to 10 @ 19.2 [y=15.21[ 0%] 31 PLF @ 19.2 to 31 @ 32.0 [y=15.21[ 01 31 30.08 8.64 ---- ----- ---- ----- ---- ---- 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01(loot) EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 0%] 32 31.85 8.88 2X4(8) 0.80 0.50 N 0.04 L/494 0.11 L/200 0.02 0.03 10 PLF @ 19.3 to 10 @ 30.0 [y=15.21[ 0%) 1- 3 42 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd 60 PLF @ -2.0 to 60 @ 10.8 [y=15.2],(l0O%J•033 31x85 8.88 • •• ---- ----- ---- ----- ---- ---- 10 PLF @ 30.0 to 10 @ 32.0 (y=15.2][ 011 6- 9 212 -744 0.00 0.45 0.45 1 4 SP#2 N 65.84 3.00 Plywd 20 PLF @ 0.0 to 20 @ 30.0 [y=3� (•0%L •• • • •• • -10 PLF @ 15.0 to -10 @ 19.2 [y=12.11[100%J 9-11 839 -369 0.17 0.58 0.75 1 4 SP#2 N 62.68 3.01 Plywd 60 PLF @ 10.8 to 60 @ 19.2 y=15-a11400% • • • • • • • •0 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ OU 12-14 1411 -604 0.18 0.56 0.74 1 4 SP#1 Dense 28.00 0.01 Plywd 60 PLP @ 19.2 to 60 @ 32.0 [y=1SX)[9004 • • • • • • • 12 PLF @ 13.1 to 12 @ 19.2 [y= 9.01[100%] 14-19 1411 -604 0.18 0.56 0.74 1 4 SP#1 Dense 74.00 -0.00 Plywd 4 PLP @ -2.0 to 4 @-0.1 [y= BSL[•0%4 • • • • • • • 12 PLF @ 19.2 to 12 @ 30.0 [y= 9.01[100%] 18-24 217 -579 0.00 0.53 0.54 3 4 SP#2 N 62.68 -3.01 Plywd Brg.#1 VeIt.R- 576.8 #Hor.R= 0. # • ••• • ••• • 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5](1001 24-27 647 -1554 0.02 0.58 0.61 3 4 SP#2 N 65.84 -3.00 Plywd Brg.#2 Vert.R= 2236.0#Hor.R= -0.0# Brg.#1 Vert.R= 183.0#Hor.R= -72.9# 30-33 42 0 0.00 0.52 0.52 24 4 SP#2 N 22.89 -3.00 Plywd Brg.#3 Vert.R= 865.3 #Hor.R= -0.0# Brg.#2 Vert.R= 362.0 #Hor.R= -0.0# 7- 8 664 -183 0.15 0.16 0.31 4 4 SP#2 N 62.12 -0.00 Diaph=.......=-=-=-=-=-=-=-=-=-=-_-_-_-=-_-_-=-_ _= Brg.#3 Vert.R= -4.8 #Hor.R= -0.09 8-13 658 -192 0.06 0.22 0.28 2 4 SP#2 N 62.12 -0.00 Diaph [FBC pass#2110C 24.00][DF 1.25][NN 11 •• • • • •• ••• •• ___... 13-16 510 -765 0.00 0.26 0.27 2 4 SP#2 N 28.00 -0.00 Diaph Repetitive Factors Used: Yes • • • •• (MWFRS ASCE Peru/L-+][OC 24.001[DF 1.60][NM 11 17-21 499 -87 0.06 0.26 0.31 2 4 SP#2 N 74.00 -0.00 Diaph 31 PLF @ -2.0 to 31 @ 10.8 y=15.2][ a%j • • • • •• • • Repetitive Factors Used: Yes 23-25 1442 -555 0.33 0.17 0.50 3 4 SP#2 N 62.12 -0.00 Diaph 31 PLF @ 10.8 to 31 @ 19.2 €y=15.21( 0%i • • • • • • • • -27 PLF @ 19.2 to -27 @ 30.0 R (y= 9.5)(100%) 25-26 1446 -555 0.33 0.42 0.75 3 4 SP#2 N 62.12 -0.00 Diaph 31 PLF @ 19.2 to 31 @ 32.0 [y=15.2][•"1 • • • • • ••• •• 10 PLF @ -2.0 to 10 @ 0.0 [y=15.2][ 0%] 0- 2 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 -1.64 4 PLF @ 30.1 to 4 @ 32.0 [y= B.SJ[ 0%] -52 PLF @ 10.8 to -52 @ 15.0 [y=12.11[100%1 31-32 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 1.64 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5)(100%j 10 PLF @ 0.0 to 10 @ 10.7 [y=15.2]1 0%j 4- 5 550 -564 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 20 PLF @ 0.0to 20 @ 30.0 [y= 3.51[ 0%] -27 PLY @ 30.0 to -27 @ 32.0 R [y= 9.01[100%] 4- 6 181 -764 0.00 0.51 0.51 23 4 SP#2 N 3.16 8.46 Plywd 4 PLF @-2.0 to 4 @ -0.1 [y= 8.51[ 0%] -43 PLF @ 0.0 to -43 @ 10.8 L [y=12.11[1001 3- 4 170 -74 -=-=Fictious Member=- SP#2 N 1.90 -5.04 ----- Brg.# 1 Vert.R= 322.6#Hor.R= 0.0# 10 PLF @ 10.8 to 10 @ 19.2 [y=15.2][ 011 6- 7 161 -120 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.47 ----- Brg.#2 Vert.R= 1426.7 #Hor.R= 0.0# -12 PLF @ 0.0 to -12 @ 13.1 (y= 9.0][100%J 5- 7 671 -180 0.15 0.16 0.31 4 4 SP#2 N 3.21 -4.52 Diaph Brg.#3 Vert.R= 506.7 #Hor.R= -0.0# 10 PLF @ 19.3 to 10 @ 30.0 Iy=15.21[ OkI 28-29 698 -809 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- ----------------- --------- ------ - - - 10 PLF @ 30.0to 10 @ 32.0 Iy=15.21[ 0%1 27-28 625 -1540 0.02 0.58 0.61 3 4 SP 92 N 3.16 -8.46 Plywd [Partial Unbal. Lt)[OC 24.001IDF 1.251(NM 11 -29 PLF @ 15.0 to -29 @ 19.2 [y=12.1][100%) 28-30 170 -74 -=-=Fictious Member=-=- SP#2 N 1.90 5.04 ---- Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] 26-27 190 -140 -_-=Plate Member=-_- PLATE MEMBER 3.47 97.48 ----- 31 PLF @ -2.0 to 31 @ 10.8 Iy=15.2][ 0%1 -12 PLF @ 13.1 to -12 @ 19.2 (y= 9.0][100%) 26-29 1398 -541 0.32 0.42 0.74 3 4 SP#2 N 3.21 4.52 Diaph 31 PLF @ 10.8 to 31 @ 19.2 [y=15.21I 0%1 -12 PLF @ 19.2 to -12 @ 30.0 [y= 9.01[loot] 10-11 356 -839 -=-=Fictious Member=- SP #2 N 0.00 -Vert- ----- 31 PLF @ 19.2 to 31 @ 32.0 [y=15.21[ 0%] -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5][1001 10-12 1411 -604 -=-=Fictious Member---- SP#1 Dense 0.00 -Vert- ----- 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 0%J Brg.# 1 Vert.R= -297.4#Hor.R= 72.3 19-20 1411 -604 -=-=Fictious Member=-=- SP#1 Dense 0.00 -Vert- ----- 60 PLF @ 13.1 to 60 @ 19.2 [y=15.2)(100%) Brg.#2 Vert.R= -596.0 #Hor.R= -0.0# 18-20 467 -217 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%] Erg.#3 Vert.R= -127.8 #Hor.R= -0.0# 15-16 765 -510 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 4 PLF @ -2.0 to 4 @ -0.1 [y= 8.51[ 0%1 - 15-17 499 -87 -=-=Fictions Member=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 19.2 to 60 @ 32.0 (y=15.2][100%1 jMWFRS ASCE Perp/L--][OC 24.001[DF 1.60][NM 1] 21-22 499 -87 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- Erg.# 1 Vert.R= 139.9 #Hor.R= 0.0# Repetitive Factors Used: Yes 22-23 1442 -555 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- -----Brg.#2 VeIt.R= 1714.8 #Hor.R= -0.0# -27 PLF @ 19.2 to -27 @ 30.0 R Jy= 9.511100%] 0- 1 O -0 -=-=Fictious Member=- SP#3 0.00 -Vert- -----Erg.# 3 Vert.R= 927.3 #Hor.R= -0.0# 10 PLF @ -2.0 to 10 @ 0.0 ly=15.211 0%1 32-33 0 0 -=-=Fictious Member=- SP#3 0.00 -Vert_ _____ ________ _ __ _ __ ___ _ _ _ _ _ _ __ _ _ -52 PLF @ 10.6 to -52 @ 15.0 [y=12.1][100%) [Partial Unbal. Rt)[OC 24.001IDF 1.25][NM 1) 10 PLF @ 0.0 to 10 @ 10.7 [y=15.2)[ 0%] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Repetitive Factors Used: Yes -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.01[100] 8- 9 229 -26 0.09 2 4 SP#3 15.97 31 PLF @ -2.0 to 31 @ 10.8 [y=15.21[ 0%1 -43 PLF @ 0.0 to -43 @ 10.8 L [y=12.1][1001) 9-13 557 -1130 0.67 1 4 SP#3 62.45 31 PLF @ 10.8 to 31 @ 19.2 [y=15.2)[ 0%] 10 PLF @ 10.8 to 10 @ 19.2 [y=15.2][ 0%j 10-13 400 -175 0.15 1 4 SP#3 31.17 31 PLF @ 19.2 to 31 @ 32.0 [y=15.2][ 0%] 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[100%] 10-15 526 -1027 0.29 1 4 SP#3 38.59 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 0%1 10 PLF @ 19.3 to 10@ 30.0 [y=15.21[ 0%] 14-15 331 -547 0.13 1 4 SP#3 31.17 60 PLF @-2.0 to 60 @ 10.8 [y=15.21[100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=15.2][ 0%1 15-20 939 -1856 0.85 1 4 SP#3 75.49 T Brc 20 PLF @ 0.0 to 20 @ 30.0 (y= 3.51[ 01 -29 PLF @ 15.0 to -29 @ 19.2 [y=12.1][100%] 20-22 437 -178 0.17 1 4 SP#3 31.17 4 PLF @-2.0to 4 @-0.1 (y= 8.51[ 0%1 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5)( 0%) 22-24 525 -1023 0.61 1 4 SP#3 62.45 60 PLF @ 10.8 to 60 @ 13.1 [y=15.2][100%] 12 PLF @ 13.1 to 12 @ 19.2 (y= 9.01[100%] 24-25 188 -23 0.07 2 4 SP#3 15.97 Brg.# 1 Vert.R= 685.9#Hor.R= -0.0# 12 PLF @ 19.2 to 12 @ 30.0 ly= 9.0][look] Brg.# 2 Vert.R= 1546.6 #Hor.R= -0.0# -89 PLF @-2.0 to -89 @ 0.0 L [y= 9.5](100%] Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) deflY(T) dxL dxT Brg.# 3 Vert.R= 319.5 #HoI.R- -0.0# Brg.#1 Vert.R= -211.1#Hor.R= 72.3 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.05 L/490 0.07 L/297 0.01 0.02 =________ _______ __ ___ _ _ __ _ _ ____ Erg.#2 Vert.R= -105.7 #Hor.R= -0.00 1 -1.85 8.88 ---- ----- ---- ----- ---- ---- (MWFRS ASCE Perp/L++j[OC 24.001[DF 1.60](NM 1] Brg.#3 Vert.R= 21.7 #Hor.R= -0.0# 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes 3 0.00 9.34 0.00 L/664 0.00 L/402 0.00 0.00 -27 PLF @ 19.2 to -27 @ 30.0 R [y=9.511100%] jMWFRS ASCE Perp/R++](OC 24.00)[DF 1.60)(NM 11 4 0.15 9.28 ---- ----- ---- ----- ---- ---- 10 PLF @ -2.0 to 10 @ 0.0 [y=15.2][ 0%J Repetitive Factors Used: Yes 5 0.15 9.24 3X4(All 0.80 0.32 0.00 L/999 0.00 L/999 0.00 0.00 -10 PLP @ 10.8 to -10 @ 15.0 [y=12.1][100%1 -10 PLP @ 19.2 to -10 @ 30.0 R [y= 9.511100%] 6 0.36 9.43 0.00 L/999 0.01 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 10.7 [y=15.2)( 01 10 PLF @ -2.0 to 10 @ 0.0 [y=15.21[ 0%j 7 0.40 9.15 0.00 L/999 0.01 L/999 0.00 0.00 -27 PLF @ 30.0 to -27 @ 32.0 R 1y=9.0](100%] -10 PLF @ 10.8 to -10 @ 15.0 (y=12.1][100$] 8 5.57 9.15 1.5X4 0.80 0.42 N 0.02 L/999 0.08 L/999 0.00 0.01 -10 PLF @ 0.0 to -10 @ 10.8 L (y=12.1]I1001 10 PLF @ 0.0 to 10 @ 10.7 [y=15.21[ 0%] 9 5.68 10.76 3X4 0.80 0.66 N 0.02 L/999 0.08 L/999 0.00 0.01 10 PLF @ 10.8 to 10 @ 19.2 [y=15.211 01 36 PLF @ 30.0 to 36 @ 32.0 R Iy= 9.01[100%] 10 10.75 12.03 5X8 0.80 0.74 N 0.01 L/999 0.02 L/999 0.00 0.01 -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[100%] -27 PLF @ 0.0 to -27 @ 10.8 L (y=12.11[100%1 11 10.75 12.03 ---- ----- ---- ----- ---- ---- 10 PLF @ 19.3 to 10 @ 30.0 [y=15.21[ 0%1 10 PLF @ 10.8 to 10 @ 19.2 1y=15.211 0%1 12 10.75 12.03 ---- ----- ---- ----- ---- ---- 10 PLF @ 30.0 to 10 @ 32.0 [y=15.21[ 0%] -12 PLF @ 0.0 to -12 @ 13.1 1y= 9.0)[100%) 13 10.75 9.15 3X4 0.80 0.73 N 0.01 L/999 0.02 L/999 0.00 0.02 -10 PLF @ 15.0 to -10 @ 19.2 [y=12.1][100%) 10 PLF @ 19.3 to 10 @ 30.0 [y=15.21[ 01 14 13.08 12.03 1.5X4 0.80 0.46 N 0.00 1,/999 0.00 L/999 0.01 0.02 10 PLF @ 0.0 to 10 @ 30.0 [y=3.5]1 o%] 10 PLF @ 30.0 to 10 @ 32.0 [y=15.21( 0%) 15 13.08 9.15 6X8 0.80 0.83 N 0.00 L/999 0.00 L/999 0.00 0.01 -12 PLF @ 13.1 to -12 @ 19.2 (y= 9.0(100%] -10 PLF @ 15.0 to -10 @ 19.2 [y=12.11(10011 - 16 13.08 9.15 ---- ----- - ----- ---- ---- -12 PLF @ 19.2 to -12 @ 30.0 [y= 9.0 (100%) 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%1 17 13.08 9.15 ---- ----- ---- ----- -- ---- 36 PLP @-2.0 to 36 @ 0.0 L [y= 9.51[100%) -12 PLF @ 13.1 to -12 @ 19.2 ly= 9.0][100%1 18 19.25 12.03 5X8 0.80 0.69 N 0.05 L/999 0.14 L/999 0.01 0.03 Brg.#1 Vert.R= 96.8 #Hor.R= -72.9# -12 PLF @ 19.2 to -12 @ 30.0 ly= 9.01(100%] 19 19.25 12.03 ---- ----- ---- ----- ---- ---- Brg.#2 Vert.R= -128.3 #Hor.R= 0.0# -27 PLF @-2.0 to -27 @ 0.0 L 1y= 9.511100%1 20 19.25 12.03 ---- ----- ---- ----- ---- ----Erg.#3 Vert.R= -154.3 #Hor.R= -0.0# Brg.# 1 Vert.R= -120.8 #Hor.R= 72.9# 21 19.25 9.15 5X6 0.80 0.54 N 0.05 L/999 0.15 L/999 0.00 0.01= ____ _ _ _ _ _ _ _ ___ _ __ _ _ _ _ _ = Brg.#2 Vert.R= -158.5 #Hor.R= -0.0# Brg.#3 VeIt.R- 93.4 #Hor.R- 0.0# Brg.#1 Vert.R= -7.7#Hor.R- 0.0# 12 PLF @ 19.2 to 12 0 30.0 [y= 9.01[100%] 20 PLF 3 0.0 to 20 @ 30.0 (y= 3.51( 0%j = Brg.#2 VeIt.R- -46.9#Hor.R- -0.0# 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5][100%1 12 PLF S 13.1 to 12 @ 19.2 [y= 9.0][100%] [MWFRS ASCE Perp/R+-][OC 24.00][DF 1 60)[NM 1] Brg.#3 Vert,R- -13.7 #Hor.R= -0.0# Brg.#1 VeIt.R= 332.6 #Hor.R= -72.9# 12 PLF 3 19.2 to 12 @ 30.0 1 = 9.0][100%1 Repetitive Factors Used: Yes =___ _ ___ __ _ _ _ _ ________ == • Yrg.6 i fert.Bs 921.5 #Far.Pe••-0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5)[100%1 -10 PLF @ 19.2 to -10 @ 30.0 R Iy= 9.51[100%] IMWFRS ASCE Parl+-](OC 24.001(DF 1.6011NM 11 •• •*q:#!VeIt*R=• 293.6 Mor.R-• -0.0# Brg.# 1 Vert.R= 228.1 #Hor.R= 0.0# 10 PLF @ -2.0 to 10 @ 0.0 [y=15.2][ 0%) Repetitive Factors Used: Yes • • po_ 0-9-=-=.*-={-=•--=•=-A=-=-;=-=__-=-=-=-, Brg.# 2 Vert.R= 1054.9 #Hor.R= 0.0# -10 PLF @ 10.8 to -10 @ 15.0 (y=12.1][100%) -10 PLF @ 19.2 to -10 3 30.0 R [y= 9.5][100%] a4WFRS:SCEj5CL-j[OC X00](1:1.601JNM 11 Brg.#3 Vert.R= 364.2 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 10.7 [y=15.2][ 0%l 10 PLF @ -2.0 to 10 @ 0.0 [y=15.21[ 0%l • Ye ey, * ctVs ed: es•♦• _ _ _ _ __ _ _ 36 PLF @ 30.0 to 36 @ 3Z.0 R [y= 9.01[100%) -10 PLF @ 10.8 to -10 3 15.0 ty=12.11[100%] -27 PLF @ 19.2 to -27 @ 30.0 R `y=9.5][100%J (MWFRS=ASCE I--][OC24.00][DF 1.601[NM 1] -27 PLP @ 0.0 to -27 @ 10.8 L [y=12.1)[10011 10 PLF @ 0.0 to 10 @ 10.7 (y=15.21[ 0%] 31 PLF @-2.0 to 31 @ 0.0 (y=15.21[ o%] Repetitive Factors Used: Yes 10 PLF @ 10.8 to 10 @ 19.2 [y=15.21[ 0%] -10 PLF @ 30.0 to -10 3 32.0 R [y= 9.0]1100%] -52 PLF @ 10.8 to -52 @ 15.0 (y=12.1][100%) -52 PLF @ 19.2 to -52 @ 30.0 R [y= 9.5][10011 12 PLF @ 0.0 to 12 @ 13.1 [y=9.0][100%] -10 PLF @ 0.0 to -10 "a 10.8 L [y=12.1][100%] • •jl PLF @ .0 to•31 @ 10.7•[y=15.21(,0%l 31 PLF S -2.0 to 31 @ 0.0 (y=15.21[ 0%1 10 PLF @ 19.3 to 10 @ 30.0 [y=15.2][ 0%] 10 PLF @ 10.8 to 10 @ 19.2 [y=15.21[ 0%) • • • -27 PLF 0.0 W) 027 @ 3206R [y ][100%1 -52 PLF @ 10.8 to -52 @ 15.0 [y=12.11(100%] 10 PLF 0 30.0 to 10 @ 32.0 (y=15.2]( 0%1 12 PLF @ 0.0 to 12 0 13.1 (y= 9.0](100%) • • ••-43 OLF 000.0 Io •43 i 10.b L (y li.l1[loo%] 31 PLF 3 0.0 to 31 @ 10.7 [y=15.2][ 0%l -10 PLF @ 15.0 to -10 @ 19.2 [y=12.1][100%] 10 PLF 0 19.3 to 10 @ 30.0 (y=15.21( 0%] • • • ?0 PLF @ RA is 90 @ 19.2•(y=1592][•0%] -52 PLF @ 30.0 to -52 @ 32.0 R (y= 9.01[1001] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 0%1 10 PLF @ 30.0 to 10 @ 32.0 [y=15.21[ 0%] ••• ••h PLF @ 0 is•i2 @ 13�•[= 9!0 [took] -52 PLF @ 0.0 to -52 @ 10.8 L [y=12.1](100%] 12 PLF @ 13.1 to 12 @ 19.2 [y= 9.0)[100%) -10 PLF 0 15.0 to -10 3 19.2 [y=12.11(1 31 00%] PLF to 31 @ 30. •( 15.2 [ 0%I 30 PLF 3 10.8 to 30 @ 19.2 [y=15.21( D%1 12 PIF @ 19.2 to 12 @ 30.0 (y= 9.0](100%) 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.511 0%] 31 PLF @ 30.0 to 31 @ 32.0 1 =15.21[ o%] 12 PLF S 0.0 to 12 @ 13.1 (y= 9.0][100%] -27 PLF 0 -2.0 to -27 @ 0.0 L ly= 9.5)(100%] 12 PLF @ 13.1 to 12 @ 19.2 [y= 9.01(100%) -29 PLF @ 15.0 to -29 @ 19.2 [y=12.11[100%] 31 PLF 3 19.3 to 31 @ 30.0 (y=15.21[ 0%] Brg.# 1 Vert.R= -34.5 #Hor.R= 72.9# 12 PLF @ 19.2 to 12 @ 30.0 [y= 9.01[1001] •• 0 PIF @ 0.0 to•20 @ 30.0 [y=3.51( 0%1 31 PLF 3 30.0 to 31 @ 32.0 [y=15.21[ 0%1 Brg.# 2 Vert.R- 331.8 #Hor.R= -0.0# -10 PLF @-Z.0 to -10 9 0.0 L [y= 9.5](100%) F 19 t 2 P19•e [-•9!01]100%] 52 PLF @ 15.0 to -52 @ 19.2 l 12.11[100%] Brg.# 3 Vert.R= 242.9 #Hor.R= -0.0# Brg.# 1 Vert.R= 78.5 #Hor.R= 0.0# •• 7• F�19 tg }2 y��.0 ( .�9.0][100%] 20 PLF 3 0.0 to 20 @ 30.0 [y= 3.51[ 0%) Brg.#2 Vert.R= 443.4 #Hor.R= -0.0# • •89*LFd-1k "-8901 0.0 L ly 9.5][100%1 12 PLF 3 13.1 to 12 @ 19.2 [y= 9.01[100%] [MWFRS ASCE Perp/R-+](0C 24.00][DF 13OHN14 11 Brg.# 3 Vert.R- 135.8 #Hor.R- -0.0# • •rg� I4Ver9.R� 41 (0#Hor.R. •72.1# 12 PLF 3 19.2 to 12 @ 30.0 fy= 9.01[100%] Repetitive Factors Used: Yes _____ __ ________ _ __ _ _ __ _ _ _ _ _ •• 1"19.41 2 Vftt.R=• A5.PP Abr." -0.0# -52 PLF @ -2.0 to -52 @ 0.0L (y= 9.5)[100%] -43 ELF @ 19.2 to -43 @ 30.0 R (y= 9.5)(100%) [MWFRS ASCE Parl-+j(OC 24.00)[DF 1.60][NM 11 Brg.#3 Vert.R= 250.1 #Hor.R= -0.0# erg.# 1 Vert.R= -2.8 #Hor.R= 0.0# 10 PLP @ -2.0 to 10 @ 0.0 [y=15.2]1 0%] Repetitive Factors Used: Yes = _ _____ _ _ _ _ _ _ ______ __ _ _ _ Brg.# 2 Vert.R= 223.8#Hor.R= -0.0# -29 PLF @ 10.8 to -29 @ 15.0 [y=12.1][100%] -52 PLF @ 19.2 to -52 3 30.0 R (y=9.51[100%] [MWFRS ASCE PrpD/R+-IIOC 24.00](DF 1.6011NM 11 Brg.# 3 Vert.R= 26.1 #Hor.R= 0.0# 10 PLF @ 0.0 to 10 @ 10.7 [y=15.2]1 0%) 10 PLF @ -2.0 to 10 @ 0.0 [y=15.21[ 0%] Repetitive Factors Used: Yes -89 PLF 0 30.0 to -89 @ 32.0 R lY= 9.0 [100%1 52 PLF @ 10.8 to -52 3 15.0 [y=12.1](100%] 10 PLF 0 19.2 to -10 9 30.0 R [y= 9.1](100%] [C6C ASCE Wind Lt-+110C 24.00][DF 1.601[NM 1] -27 PLF @ 0.0 to -27 @ 10.8 L Iy=12.1 ((100%] 10 PLF 0 0.0 to 10 @ 10.7 (y=15.2][ 0%] 31 PLF @ -2.0 to 31 @ 0.0 (y=15.21[ 0%] Repetitive Factors Used: Yes 10 PLF @ 10.8 to 10 @ 19.2 [y=15.21[ 0%] -52 PLF @ 30.0 to -52 9 32.0 R (y= 9.0][100%1 -10 PLF @ 10.8 to -10 @ 15.0 ly=12.1](100%] -54 PLF @ 1.0 to -54 @ 10.8 L [y=12.11(100%1 -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0][100%] -52 PLF @ 0.0 to -52 3 10.8 L [y=12.1][100%) 31 PLF 0 0.0 to 31 @ 10.7 [y=15.21( 0%) 10 PLF 3 -2.0 to 10 @ 0.0 1y=15.21[ 0%1 10 PLF @ 19.3 to 10 @ 30.0 [y=15.2]1 0%l 10 PLF @ 10.8 to 10 @ 19.2 [y=15.21[ Oil 36 PLF 0 30.0 to 36 @ 32.0 R [y= 9.01[100%] -81 PLF @ 19.2 to -81 0 22.2 R [y=11.4](100%] 10 PLF 0 30.0 to 10 @ 32.0 [y=15.2][ 0%] -12 PLP @ 0.0 to -12 3 13.1 (y= 9.01[100%] -27 PLF @ 0.0 to -27 @ 10.8 L (p=12.11[100%1 10 PLF 3 0.0 to 10 @ 1.0 I =15.2]( 0%) -52 PLP @ 15.0 to -52 @ 19.2 `y=12.11[100%1 10 PLF @ 19.3 to 10 @ 30.0 (y=15.21[ 0%j 30 PLF @ 10.8 to 30 @ 19.2 [y=15.21[ 0%1 -81 PLF @ 0.0 to -81 @ 1.0 L (y= 9.711100%) 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 0%] 10 PLF @ 30.0 to 10 @ 32.0 (y=15.21( 0%) 12 PLP @ 0.0 to 12 @ 13.1 (y= 9.01[100%] 10 PLF 3 1.0 to 10 @ 10.7 [y=15.21( 0%1 -12 PLF @ 13.1 to -12 0 19.2 [y= 9.011100%) -52 PLF @ 15.0 to -52 3 19.2 [y=12.11(100%) 31 PLF @ 19.3 to 31 @ 30.0 1y=15.21[ 0%] -54 PLF @ 22.2 to -54 @ 32.0 R [y= 9.011100%I -12 PLF @ 19.2 to -12 @ 30.0 [y= 9.0][100%] 10 PLF @ 0.0 to 10 @ 30.0 ly= 3.51[ 0%) 31 PLF @ 30.0 to 31 @ 32.0 [y=15.21( 0%1 10 PLF 3 10.8 to 10 @ 13.8 (y=15.21[ 0%1 -27 PLP @ -2.0 to -27 @ 0.0 L (y= 9.5](100%) -12 PLF @ 13.1 to -12 3 19.2 [y= 9.01[100%) -10 PLF @ 15.0 to -10 0 19.2 (y=12.1][100%] -75 PLF @ 10.8 to -75 0 13.8 (y=12.11[100%] Brg.# 1 Vert.R= -70.7 #Hor.R= -72.1# -12 PLF @ 19.2 to -12 3 30.0 [y= 9.0](100%) 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.511 0%1 10 PLF 3 13.8 to 10 @ 19.2 1y=15.2)[ 0%] Brg.#2 Vert.R= -560.9 #Hor.R= 0.0# -52 PLF @-2.0 to -52 3 0.0 L [y= 9.51[100%] 12 PLP @ 13.1 to 12 @ 19.2 (y= 9.01[100%] -12 PLF @ 0.0 to -12 @ 13.1 jy= 9.0][100%] Brg.#3 Vert.R= -389.5 #Hor.R= 0.0# Brg.# 1 Vert.R- -238.6 #Hor.R= 0.0# 12 PLP @ 19.2 to 12 @ 30.0 (y= 9.0)[100%J 10 PLF 9 19.3 to 10 @ 22.3 [y=15.211 0%1 ------------------------ ------------------= Brg.# 2 Vert.R= -878.0 #Hor.R= -0.0# -27 PLF @-2.0 to -27 @ 0.0 L [y= 9.5](100%1 -149 PLF @-2.0 to -149 3 0.0 L [y= 9.51110011 [MWFRS ASCE Perp/R--](OC 24.00)[DF 1.60][NM 11 Brg.#3 Vert.R= -351.9 #Hor.R= 0.0# Brg.# 1 Vert.R= 115.0 #Hor.R= 72.9# 10 PLF 3 22.3 to 10 @ 32.0 1q=15.21[ 0%] Repetitive Factors Used: Yes _______ __ ____ _____________________ _ _ _ _ Brg.#2 Vert.R= 943.3 #Hor.R= -0.09 -12 PLF @ 13.1 to -12 @ 19.2 (y= 9.0)[100%] -43 PLF @ 19.2 to -43 @ 30.0 R (y= 9.5][100%1 [MWFRS ASCE Parl--j[OC 24.00][DF 1.60][NM 11 Brg.# 3 Vert.R= 471.3 #Hor.R= -0.0# -12 PLF @ 19.2 to -12 @ 30.0 (y= 9.0][100%] 10 PLF @ -2.0 to 10 @ 0.0 (y=15.21[ 0%1 Repetitive Factors Used: Yes __ __ ____ _ __ ___ _ _ _ __-_ _ 10 PLF 3 0.0 to 10 @ 30.0 (y= 3.511 D%] -29 PLF @ 10.8 to -29 @ 15.0 1Y=12.1](100%) -52 PLF @ 19.2 to -52 3 30.0 R [y= 9.5][100%] [MWFRSASCEPrpD/R--I(OC 24.00](DF 1.60][NM 11 -61 PLF @ 13.8 to -61 @ 19.2 `y=12.11[100%I 10 PLF @ 0.0 to 10 @ 10.7 [y=15.21[ 0%l 10 PLF @-2.0 to 10 @ 0.0 (y=15.21[ 0%] Repetitive Factors Used: Yes -89 PLF 0 30.0 to -89 @ 32.0 R [[y= 9.0 [100%] -52 PLF 0 10.8 to -52 3 15.0 [y=12.11[100%1 -43 PLF @ 19.2 to -43 @ 30.0 R [p=9.5][1001] (C6C ASCE Wind Rt-+l[OC 24.00][DF 1.60](NM 1) -27 PLF @ 0.0 to -27 @ 10.8 L (y=12.1[100%] 10 PLF @ 0.0 to 10 @ 10.7 ly=15.21[ 0%l 31 PLF @ -2.0 to 31 @ 0.0 [y=15.21[ 0%1 Repetitive Factors Used: Yes 10 PLF @ 10.8 to 10 0 19.2 [y=15.21[ 0%] -52 PLF @ 30.0 to -52 3 32.0 R [y= 9.0)(100%] -29 PLF @ 10.8 to -29 @ 15.0 (y=12.1][100%1 -61 PLF @ 10.8 to -61 0 16.2 Iy=12.11(100%] 12 ALF @ 0.0 to 12 @ 13.1 [y= 9.0)[1001] -52 PLF @ 0.0 to -52 3 10.8 L [y=12.1](100%] 31 PLF 0 0.0 to 31 @ 10.7 (y=15.21[ 0%) 10 PLF 3-2.0 to 10 0 7.8 [y=15.21( 0%I 10 PLF @ 19.3 to 10 @ 30.0 [y=15.21[ 0%) 10 PLF @ 10.8 to 10 @ 19.2 [y=15.21[ 0%] -89 PLF @ 30.0 to -89 @ 32.0 R [y= 9.01[100%] -81 PLF @ 29.0 to -81 @ 30.0 R ly- 9.511100%1 10 PLF @ 30.0 to 10 @ 32.0 (y=15.2)( 0%] 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.011100%] -27 PLF @ 0.0 to -27 @ 10.8 L [y=12.111100%] 10 PLF S 7.8 to 10 @ 10.7 (y=15.21[ 0%I -52 PLF @ 15.0 to -52 @ 19.2 1y=12.1](100%) 10 PLF @ 19.3 to 10 0 30.0 [y=15.21[ 0%] 30 PLF @ 10.8 to 30 @ 19.2 (y=15.21[ 0%] -81 PLF @ 7.8 to -81 @ 10.8 L [y=12.1)[100%] 10 PLF 0 0.0 to 10 0 30.0 [y= 3.5]f 0%l 10 PLF @ 30.0 to 10 @ 32.0 [=15.2][ 0%] 12 PLF @ 0.0 to 12 @ 13.1 (y=9.0][100%1 10 PLF 3 10.8 to 10 @ 16.2 [y=15.21[ 0%] 12 PLF 0 13.1 to 12 @ 19.2 [y=9.011100t] -52 PLF @ 15.0 to -52 3 19.2 1y=12.1)[100%] 31 PLF 0 19.3 to 31 @ 30.0 [y=15.21[ 0%] -149 PLF @ 30.0 to-149 3 32.0 R [y= 9.0][100%] 12 PAF @ 19.2 to 12 0 30.0 [y=9.0][100%] 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 0%l 31 PLF 0 30.0 to 31 @ 32.0 [y=15.21[ 0%] 10 PLP 9 16.2 to 10 @ 19.2 [y=15.21[ 0%] -27 ?LF @ -2.0 to -27 @ 0.0 L Iy= 9.51[100%1 12 PLF 0 13.1 to 12 @ 19.2 [y= 9.0](100%] -52 PLF @ 15.0 to -52 9 19.2 [y=12.1)[100%1 -75 PLF @ 16.2 to -75 @ 19.2 [y=12.1)[100%) Brg.# 1 VeIt.R- 15.5 #Hor.R= -72.1# 12 PLF @ 19.2 to 12 0 30.0 (y= 9.0][100%] 20 PLF @ 0.0 to 20 0 30.0 [y=3.51[ 0%J 10 PLF 3 19.3 to 10 @ 29.0 [y=15.21( 0%I Brg.#2 Vert.R= -70.6 #Hor.R= 0.0# -52 PLF @-2.0 to -52 3 0.0 L [y= 9.5][100%] 12 PLF @ 13.1 to 12 @ 19.2 ly= 9.01[100%] -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[100%] Brg.#3 Vert.R= -240.1#Hor.R- 0.0# Erg.# 1 Vert.R= -152.3 #Hor.R= 0.0# 12 PLF @ 19.2 to 12 @ 30.0 (y= 9.0][100%] 10 PLF"a 29.0 to 10 @ 30.0 (y=15.2][ 0%j ...__=_,.=-= Brg.#2 Vert.R= -387.7 #Hor.R= -0.0# -27 PLP @-2.0 to -27 @ 0.0 L [y=9.511100%) -54 PLF @-2.0 to -54 @ 7.8 L Iy=11.4][100%] [MWFRS ASCE Parl++][OC 24.001[DF 1.60][NM 11 Brg.# 3 Vert.R= -202.4 #Hor.R= 0.0# Brg.#1 Vert.R= 165.0 #Hor.R= -72.1# 10 PLF 3 30.0 to 10 @ 32.0 ( =15.21( 0%1 Repetitive Factors Used: Yes ____________ ___________________________ _ _ _ Brg.#2 Vert.R= 541.0 #Hor.R= -0.0# -12 PLF @ 13.1 to -12 @ 19.2 T 9.011100%1 -10 PLF @ 19.2 to -10 @ 30.0 R (y= 9.5)(100%1 [MWFRS ASCE PrpD/L+-](OC 24.00][DF 1.60j(NM i) Erg.#3 Vert.R= -11.6 #Hor.R= -0.0# -12 PLF 0 19.2 to -12 @ 30.0 (y= 9.01[100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=15.21[ 0%) Repetitive Factors Used: Yes _ __________ _ _ _ _ _ _ _ _ _ 10 PLF 3 0.0 to 10 @ 30.0 ly= 3.51[ 0%l -10 PLF @ 10.8 to -10 @ 15.0 [y=12.1][10011 -27 PLF @ 19.2 to -27 3 30.0 R (y= 9.5][100%) (MWFRS ASCE Pr1D+-)(OC=24.00)1DF 1.6011NM 11 -54 PLF @ 19.2 to -54 @ 29.0 R (y= 9.7](100%) 10 PLF @ 0.0 to 10 @ 10.7 (y=15.21[ 0%] 31 PLF @ -2.0 to 31 @ 0.0 (y=15.2)( 0%l Repetitive Factors Used: Yes -10 PLF @ 30.0 to -10 @ 32.0 R [y= 9.0](100%1 -10 PLF @ 10.8 to -10 3 15.0 ty=12.11[100%1 -10 PLP @ 19.2 to -10 @ 30.0 R [y=9.511100%1 [C6C ASCE Wind Lt--][OC 24.00][DF 1.6011NM 11 -10 PLF @ 0.0 to -10 @ 10.8 L (y=12.1)(100%) 31 PLF @ 0.0 to 31 @ 10.7 (y=15.21[ 0%] 31 PLF @-2.0 to 31 @ 0.0 [y=15.21[ 0%1 Repetitive Factors Used: Yes 10 PLF @ 10.8 to 10 @ 19.2 [y=15.2][ 0%] -27 PLF @ 30.0 to -27 3 32.0 R [y= 9.0][10011 -10 PLF @ 10.8 to -10 @ 15.0 [y=12.1](100%] -54 PLF 0 1.0 to -54 @ 10.8 L [y=12.1)[100%] -12 PLF 8 0.0 to -12 @ 13.1 [y=9.01[100%] -10 PLF @ 0.0 to -10 3 10.8 L [y=12.1](100%) 31 PLF @ 0.0 to 31 @ 10.7 [y=15.21[ 0%] 10 PLF 3 -2.0 to 10 @ 0.0 1y=15.2][ 0%] 10 PLF @ 19.3 to 10 0 30.0 Iy=15.2][ 0%1 30 PLF @ 10.8 to 30 @ 19.2 [y=15.2]( 0%l -10 PLF @ 30.0 to -10 @ 32.0 R (y= 9.0][100%j -81 PLF @ 19.2 to -810@ 22.2 R [y=11.4][100%] 10 PLF @ 30.0 to 10 @ 3Z.0 (y=15.21[ 0% 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0][100%l -10 PLF 0 0.0 to -10 @ 10.8 L y=12.111130%] 10 PLF 3 0.0 to 10 0 1.0 [y=15.21[ 0%1 -10 PLF @ 15.0 to -10 @ 19.2 [y=12.11[100%] 31 PLF @ 19.3 to 31 @ 30.0 [y=15.211 0%] 30 PLF @ 10.8 to 30 @ 19.2 [y=15.21[ 0%] -E1 PLF @ 0.0 to -81 @ 1.0 L [y= 9.7]1100%] 10 PLF @ 0.0 to 10 @ 30.0 [y=3.511 0%l 31 PLF @ 30.0 to 31 @ 32.0 [y=15.21[ 0%] 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.01(lo0%) 10 PLF3 1.0 to 10 @ 10.7 (y=15.21[ 0%1 -12 PLF @ 13.1 to -12 @ 19.2 (y=9.01[100%1 -10 PLF @ 15.0 to -10 3 19.2 [y=12.1)(1001 31 PLF @ 19.3 to 31 @ 30.0 (y=15.21[ 0%j -54 PLF @ 22.2 to -54 @ 32.0 R [y= 9.01[100%] -12 PLF @ 19.2 to -12 @ 30.0 [y= 9.0)[100%1 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 0%1 31 PLF 0 30.0 to 31 @ 32.0 [y=15.2]( 0%] 10 PLF 3 10.8 to 10 0 13.8 (y=15.21[ 0%] -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][100%] 12 PLF @ 13.1 to 12 @ 19.2 [y= 9.011100%1 -10 PLF @ 15.0 to -10 @ 19.2 `y=12.1][100%j -75 PLF @ 10.8 to -75 @ 13.8 fy=12.1](100%1 10 PL?0 13.8 to 10 ® 19.2 [y=15.2][ 0%1 12 PL?® 0.0 to 12 R 13.1 [y= 9.0][100%3 10 ELF 0 19.3 to 10 ® 22.3 [y=15.21[ 0%) -149 ALF® -2.0 to -149® 0.0 L (y= 9.5)[100I • • ••• • • • ••• 10 PL?S 22.3 to 10®32.0 (y=15.211 0%] •• •• • • • •• •• • 12 PL?® 13.1 to 12 9 19.2 [y= 9.01[100%] • • • • • • • • • • 12 PL?B 19.2to 12®30.0 [y= 9.011100%] • • • ••• • • • 10 ELF 9 0.0 to 10®30.0 [q= 3.5][ 0%] i •i• i i i • • -61 EBF 0 13.8 to -61® 19.2 [y=12.11[1001 (C6C ASCE Wind Rt--](OC 24.00)[DF 1 60)[NM 11 Repetitive Factors Used: Yes • •• • • • •• 101ELF ELF ® -2.08too 101® 7682(y-15?21[[10%1] • • •• • • • •• • -81 ELF® 29.0 to -BI 9 30.0 R [y= 9.5][100%) • • • • • • • • • • 10 ELF® 7.8 to 10® 10.7 [y=15.211 01 000 • • • • • • • • -81 ELF 0 7.8 to -81® 10.8 L Ip=12.1][100%] • ••• • ••• • 10 PLF® 10.8 to 10 ®16.2 [y=15.21[ 011 -149 ELF B 30.0 to -149 B 32.0 R (y= 9.011100%] 10 ELF® 16.2 to 10® 19.2 [y=15.2]1 0%) •• • • • •• 066 •• 75 ELF© 16.2 to -75 ® 19.2 1y=12.1][100%] 000 • • • • • • • • 10 ELF® 19.3 to 10®29.0 [y=15.2][ Al • 000 • • • • •• • 12 ELF® 0.0 to 12® 13.1 [Y= 9.011100%) • • • • • •• • • 10 ELF® 29.0 to 10 W 30.0 [y=15.2][ 01 • • • • • • • • • -54 ELF 8 -2.0 to -54® 7.8 L (y=11.41[100%] •• • • • • • ••• •• 10 ELF®30.0 to 10 W 32.0 (y=15.2][ 0%] 12 ELF® 13.1 to 12®19.2 [y= 9.0][100%) 12 ELF® 19.2 to 12 8 30.0 (y= 9.01[100%] 10 ELF® 0.0 to 10©30.0 (y= 3.531 0%) -54 ELF® 19.2 to -54 1 29.0 R [y= 9.7)(100%) [C6C ASCE Wind Lt--D1(OC=24.00)[DF 1?60][NM 11 Repetitive Factors Used: Yes -54 ELF® 1.0 to -54 0 10.8 L [y=12.1][100%] 31 ELF® -2.0 to 31 ® 0.0 [y=15.21[ 011 -81 ELF 0 19.2 to -81 0 22.2 R [y=11.41(100%] 31 ELF® 0.0 to 31® 1.0 [y=15.21( 0%) -81 ELF N 0.0 to -81® 1.0 L (p= 9.7)[100%] 31 ELF® 1.0 to 31® 10.7 [y=15.21[ 0%] -54 ELF®22.2 to -54 9 32.0 R ly= 9.0][100%1 30 ELF® 10.8 to 30®13.8 [y=15.2]( 0%1 -75 ELF® 10.8 to -75® 13.8 (y=12.1](100%) 30 ELF® 13.8 to 30® 19.2 [y=15.211 0%) 12 ELF 8 0.0 to 12® 13.1 [y= 9.0][100%] 31 ELF 0 19.3 to 31 0 22.3 [y=15.21( 0%] -149 ELF 9 -2.0 to -149 ® 0.0 L [y= 9.51[100%l 31 ELF®22.3 to 31 ® 32.0 [y=15.21[ 011 12 ELF® 13.1 to 12®19.2 [y= 9.01[100%1 12 ELF® 19.2 to 12®30.0 Iy= 9.0)(100k] 20 ELF® 0.0 to 20®30.0 [y= 3.511 01 -61 ELF®13.8 to -61 0 19.2 [y=12.1][100%] [C6C ASCE Wind Rt--D]IOC 24.00][DF 1 60](NM 11 Repetitive Factors Used: Yes -61 ELF® 10.8 to -61®16.2 (y=12.1][100%] 31 ELF® -2.0 to 31® 7.8 (y=15.2][ 0%1 -81 ELF® 29.0 to -81 0 30.0 R IY= 9.51[100%1 31 ELF® 7.8 to 31®10.7 (yy=15.211 0%) -81 ELF 0 7.8 to -81® 10.8 L [y=12.1][100%) 30 ELF® 10.8 to 30 ®16.2 [y=15.21[ Al -149 ELF®30.0 to -149 ®32.0 R [y= 9.0)[100%] 30 ELF® 16.2 to 30 9 19.2 [y=15.21[ 0%] -75 ELF$ 16.2 to -75®19.2 [y=12.1)(100%) 31 ELF 0 19.3 to 31®29.0 [y=15.21[ 0%] 12 ELF® 0.0 to 12® 13.1 (y= 9.01(100%] 31 ELF® 29.0 to 31®30.0 [yy=15.2]1 0%1 -54 ELF a -2.0 to -54 ® 7.8 L [y=11.4)[100%] 31 ELF @ 30.0 to 31®32.0 [y=15.21[ 01 12 ELF 8 13.1 to 12 9 19.2 [y= 9.01(10013 12 ELF® 19.2 to 12®30.0 [y= 9.01[100%1 20 ELF® 0.0 to 20®30.0 [y= 3.511 011 -54 ELF 0 19.2 to -54 ® 29.0 y [y= 9.7)[100%1 Job: 16175N /A5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • ••• 179emph vind,16.0001orman hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT Il,EXP C, •••0 0 v*nd 4 C 0 Ltd a Psf,vAhd BC DL= 5.0 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 N:T1 2x4 SP#1 Dense: Bot chord 2x4 SP#2 N : : 4i?cQoa:s and�actlq$s based on MWFRS with additional C&C member design. Webs 2x4 SP#3 • • ••• • • • • ••• :Lt Level Return 2x4 SP#3::Rt Level Return 2x4 SP#3: (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of Lumber value set"13B"uses design values approved 1/30/2013 by ALSC web member.Attached with Bd Box or Gun(0.113"x2.5",min.)nails @ 6"OC. • •• �ottonychord chec1ced for,�00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. • • • •• • • • • • • •• • aMWFRSba*base•d on:msses located at least 7.50 ft.from roof edge. • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• �H0710 =5X6 T3 I—_— T1 12 93X4 83X4 SO (a) (a) 1Nr a3X4(A1 -3X4(A1) 718 >g2X4(R n g2X4(R) 1 i m 1.5X4 05X6 1.5X4 11 -5X8 n r 13'1" I� 2' + 30' R=681#U=293#RL=81/-81#W=8" R=2238#U=874#W=8" R=9330 U=3879 W=8" (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE=2'0"12 RIGHT RAKE=2'0"12 SEQ= 325574 PLT.TYP.-WAVE DESIGN CRR-FBC2/14RESRPI-2007FT/RT-20%(0%y1(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI »IMPORTANT'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF fWow ft Irequ re ndr 01 BC51 In Iabdoaft.heMMB,shopNg.hsWlhg rout br".Reler to eM (tl &V Compoaard Sday Ielommtto..by TPI add WTCA)ler safety TC DL 15.0 psf DATE 05-31-2016 ;'wuaaa orw to parttormbg ueaa turwthoaa.Irmtaners WW provide temporary brawrg per SCSI. tl a anted of m .top wrord alma tmwr property attached struwuml altewhmg aid Wom word FLORIDA sl'hell 11h-bb uemam aattached Bcs`�eetasg3 87 910,asap°apliotibb..lateral p�"wehraw BC DL w&s10.Opsf DRWG QUALIT'Y TRUSS of trans po uRon as 0—above and on ttm.Iww D td%aaI—entad wha wl- p awrotod—hgaIBOA-2 forataaderdp�tepoanbaa. BC LL O.O sf rrw Building cwapoaarda croup I=Shan ow be reapooaemle for my de mrba from tNa dmwtrta aoy nears to build the true,In coorumrorce wen ANStrTPI 1.or for harwift amppbg.mamawba Sbawgor ueaea. TOT.LD. 55.Opsf O/A LEN. 30 TEL:(954)975-3384 Aealohthadraxinpaotaterpap WWpthbdraft.hftduaeaept—ofWfeWlaw FAX:(954)9?ti-8980 4•�, a��ofLL-�Dum pwANS 'Iewzd DURYAC. 3W PARK CENTRAL BLVD. IW YN 25 JOB#:16175N POMPANO BEACH,FL 33064 Fw envie mrorraatma sea tma..9:g TCA awes page and reaea web ages: ITweCG:www.ItwDCg.cron;TPi:www.tpbm.rog;wTCA:www.abaaduaby.com;ICC:www.bceala.mg SPACING 24.0" TYPE HIPS 26 29.85 9.28 ---- ----- ---- ----- ---- --- Repetitive Factors Used: Yes (ALPINE]IFBC2014Res/TPI-2007)[AS]116175N/11 27 29.85 9.24 3X4(A1) 0.80 0.64 0.00 L/999 0.00 L/999 0.01 0.03 -27 PLF @ 17.2 to -27 @ 30.0 R [y= 9.5][1004] (TCLL 30.01[TCDL 15.0][BCDL 10.0]1BCLL 0.0](DF 1.25][OC 24.011NM 1j[SOFFIT 2.01 28 30.00 9.34 0.00 L/581 0.00 L/356 0.01 0.03 10 PLF @-2.0 to 10 @ 0.0 fy=15.7][ O%) • • ••2� •30.08• 8.64• ••• ---- ----- ---- ----- ---- ---- -10 PLF @ 12.8 to -10 @ 15.0 [y=12.61[10041 •• •• •30 • 31.85••8.A•2X4(R 0.80 0.50 N 0.05 L/441 0.08 L/270 0.02 0.03 10 PLF @ 0.0 to 10 @ 12.7 [y=15.71( 041 [STD.AUTO.LOADI[OC 24.001(DF 1.25]=NM i1 :31 •3;.85: 9-88. ---- ----- ---- --•-- ---- ---- -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.0][1004] ===Bearings==(X-Loc](Reactj[Min Size Reg1== Repetitive Factors Used: Yes • • • • • • • -10 PLF @ 0.0 to -10 @ 12.7 L [y=12.6)[1004] [ 0.00][ 6811[ 81h][0.131 [12.7511 2238](0.26) (29.331[ 933](0.13] 31 PLF @ -2.0 to 31 @ 12.7 [y=1,5.71[ VI••• • • • • ••• 10 PLF @ 12.8 to 10 @ 17.2 (y=15.7][ 0%] 31 PLF @ 12.7 to 31 @ 17.2 [y=15.71[ 041 12 PLF @ 0.0 to 12 @ 12.9 (y= 9.0][10041 31 PLF @ 17.2 to 31 @ 32.0 (y=15.71[ 04] 10 PLF @ 17.3 to 10 @ 30.0 [y=15.71[ 041 EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 4 PLF @ 30.1 to 4 @ 32.0 [p� 0= 8.51[ X04) • • • •• 10 PLF @ 15.0 to -10 @ 17.2 jy=115.71 f Oki 2.6][1004] 1- 3 42 0 0.00 0.33 0.33 23 4 SP#1 Dense 22.89 3.00 Plywd 60 PLF @ -2.0 to 60 @ 12.7 [V15.71 %) 6- 9 354 -636 0.00 0.42 0.42 1 4 SP#1 Dense 78.21 3.00 Plywd 20 PLF @ 0.0 to 20 @ 30.0e[y=•3.5JI( 04) •• • • •• • 10 PLF @ 0.0 to l0 @ 30.0 [y= 3.5]( 041 9-11 1318 -554 0.15 0.55 0.70 1 4 SP#1 Dense 75.04 3.00 Plywd 60 PLF @ 12.7 to 60 @ 17.2s[y=1a.7}[•1OO4j• • • • • • •• 12 PLF @ 12.9 to 12 @ 17,2 [y= 9.0](1004] 10-16 1253 -508 0.29 0.56 0.85 1 4 SP#2 N 54.00 -0.00 Plywd 60 PLF @ 17.2 to 60 @ 32.06[y=15.7!(10%) • • • • • • 12 PLF @ 17.2 to 12 @ 30.0 (y= 9.0][1004] 17-22 255 -209 0.00 0.85 O.B5 1 4 SP#2 N 75.04 -3.00 Plywd 4 PLF @ -2.0 to4 @ �wB.Sr[ R%1 • • ••• • • ••• 36 PLP @ -2.0 to 36 @ 0.0 L [y= 9.5][1004) 22-25 609 -1519 0.01 0.65 0.67 1 4 SP 92 N 78.21 -3.00 Plywd Brg.# 1 Vert.R= 561.7 #Hor.R= 0.01 Brg.#1 Vert.R= 182.9 #Hor.R= -81.0# 28-31 42 0 0.00 0.52 0.52 24 4 SP#2 N 22.89 -3.00 Plywd Brg.#2 Vert.R= 2237.8 #Hor.R= 0.0# Brg.#2 Vert.R= 335.6 #Hor.R= 0.04 7- 8 553 -316 0.04 0.35 0.39 2 4 SP#2 N 74.12 -0.00 Diaph Brg.# 3 Vert.R= 878.6 #Hor.R= -0.0# Brg.#3 Vert.R= -9.6 #Hor.R= -0.0# 8-14 545 -325 0.03 0.34 0.37 2 4 SP#2 N 75.87 -0.00 Diaph=---------------------------------------------- _ 13-21 205 -230 0.00 0.20 0.20 2 4 SP#2 N 52.25 -0.00 Diaph [FBC pass #21[OC 24.001[DF 1.25)[Nt�1!]• ••• •• •• 000 (MWFRS ASCE Perp/L-+J[OC 24.001 IN 1.60)[NM 11 19-23 1400 -512 0.32 0.17 0.49 3 4 SP#2 N 74.12 -0.00 Diaph Repetitive Factors Used: Yes • 000 • • • • •• • Repetitive Factors Used: Yes 23-24 1406 -512 0.32 0.33 0.66 3 4 SP#2 N 74.12 -0.00 Diaph 31 PLF @-2.0 to 31@ 12.7 [y=15.7;[ 6%)• • • •• • • -27 PLF @ 17.2 to -27 @ 30.0 R [y= 9.5)[1004] 0- 2 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 -1.64 31 PLF @ 12.7 to 31 @ 17.2 [y=15.70[ s%]• • • • • • • 10 PLF @ -2.0 to 10 @ 0.0 (y=15.71[ 0%1 29-30 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 1.64 31 PLF @ 17.2 to 31 @ 32.0 (y=P5h][ 44]• • • • 000 •• -52 PLF @ 12.8 to -52 @ 15.0 (y=12.61[10041 4- 5 498 -498 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 4 PLF @ 30.1 to 4 @ 32.0 1y= 8.51[ 04] 10 PLF @ 0.0 to 10 @ 12.7 [y=15.71[ 04] 4- 6 238 -641 0.00 0.34 0.34 23 4 SP#1 Dense 3.16 8.46 Plywd 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5][100%] -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.0)(1004) 3- 4 170 -74 ----Fictions Member=- SP#1 Dense 1.90 -5.04 ----- 20 PLF @ 0.0to 20 @ 30.0 [y= 3.511 0%] -43 PLF @ 0.0 to -43 @ 12.7 L [y=12.6)(10011 6- 7 217 -123 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.48 ----- 4 PLF @ -2.0 to 4 @-0.1 [y= 8.511 04] 10 PLF @ 12.8 to 10 @ 17.2 Iy=15.7]( Oki 5- 7 596 -301 0.14 0.05 0.19 4 4 SP#2 N 3.21 -4.52 Diaph Brg.# I Vert.R= 313.2#Hor.R= 0.0# -12 PLF @ 0.0 to -12 @12.9 [y= 9.0][1004] 26-27 662 -741 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- Brg.#2 Vert.R= 1427.3 #Hor.R= -0.0# 10 PLF @ 17.3 to 10 @ 30.0 [y=15.71[ 0%1 25-26 568 -1477 0.02 0.62 0.64 3 4 SP#2 N 3.16 -8.46 Plywd Brg.#3 Vert.R= 515.4 #Hor.R= -0.0# 10 PLF @ 30.0 to 10 @ 32.0 [y=15.71[ 04) 26-28 170 -74 -=-=Fictious Member=- SP 12 N 1.90 5.04 ----- -------------------------------- ------------ -29 PLF @ 15.0to -29 @ 11.2 [y=12.61[10041 24-25 206 -112 -_-=Plate Member=-_- PLATE MEMBER 3.47 97.48 ----- [Partial Unbal. Lt](OC 24.00][DF 1.25](NM 11 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.5][ 04) 24-27 1396 -522 0.32 0.33 0.65 3 4 SP#2 N 3.21 4.52 Diaph Repetitive Factors Used: Yes -12 PLF @ 12.' to -12 @ 17.2 [y= 9.01[1004] 11-12 1318 -539 -=-=Fictious Member=- SP#1 Dense 0.00 -Vert- ----- 31 PLF @ -2.0 to 31 @ 12.7 [y=15.7][ 041 -12 PLF @ 17.2 to -12 @ 30.0 (y= 9.0][1004] 10-12 508 -1253 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 31 PLF @ 12.7 to 31 @ 17.2 1y=15.7][ 0%] -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5]1100'x] 16-18 1253 -508 --=Fictious Member=-=-SP#2 N 0.00 -Vert- ----- 31 PLF @ 17.2 to 31 @ 32.0 [y=15.71f 0%J Brg.#1 Vert.R= -293.1#Hor.R= 80.1# 17-18 70 -255 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 4 PLF @ 30.1 to 4 @ 32.0 (y= 8.5) 041 Brg.#2 Vert.R= -571.4 #Ror.R= -0.0# 14-15 545 -325 -=-=Fictious Member---- SP#2 N 0.00 -Vert- ----- 60 PLP @ 13.1 to 60 @ 17.2 [y=15.7 (1004] Erg.#3 Vert.R= -132.3 #Hor.R= -0.0# 13-15 230 -205 - Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 30.0 €y= 3.5�[ 0%) 20-21 230 -205 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 4 PLF @-2.0 to 4 @ -0.1 [y= 8.51[ 0%] [MWFRS ASCE Perp/L--1(OC 24.001(DF 1.601 IMM 11 19-20 512 -1400 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 17.2 to 60 @ 32.0 (y=15.7][1004] Repetitive Factors Used: Yes 0- 1 0 -0 -=-=Fictious Member=-=- SP#3 0.00 -Vert- -----Brg.#1 Vert.R= 122.8 #Hor.R= 0.0# -27 PLF @ 17.2 to -27 @ 30.0 R [y= 9.51[100%] 30-31 0 0 -=-=Fictious Member=-=- SP#3 0.00 -Vert- -----Brg.#2 Vert.R= 1725.9#Hor.R= -0.0# 10 PLF @-2.0 to 10 @0.0 (y=15.71[ 041 Brg.# 3 Vert.R= 933.3 #Hor.R= -0.0# -52 PLF @ 12.8 to -52 @ 15.0 [y=12.6](1004] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace ____________________________ _______•__-_ = 10 PLF @ 0.0 to 10 @ 12.7 [y=15.711 041 8- 9 279 -25 0.11 2 4 SP#3 18.97 [Partial Unbal. Rt1[OC 24.001[DF 1.25][NM 1] -27 PLF @ 30.1o -27 @ 32.0 R [y= 9.0][100%1 9-15 680 -1422 0.76 1 4 SP#3 74.82 T Brc Repetitive Factors Used: Yes -43 PLF @ 0.0 to -43 @ 12.7 L [y=12.6)[100%] 12-15 472 -814 0.22 1 4 SP#3 37.17 31 PLF @-2.0 to 31 @ 12.7 [y=15.71[ 04] 10 PLF @ 12.8 to 10 @ 17.2 [y=15.71[ 041 15-18 757 -1481 0.82 1 4 SP#3 59.92 31 PLF @ 12.7 to 31 @ 17.2 [y=15.7][ 04] 12 PLF @ 0.0 to 12 @ 12.9 (y= 9.0][1004] 18-20 509 -212 0.19 1 4 SP#3 37.17 31 PLF @ 17.2 to 31 @ 32.0 [y=15.71[ 04] 10 PLF @ 17.3 to 10 @ 30.0 (y=15.71[ 0%1 20-22 671 -1364 0.73 1 4 SP 03 74.82 T Brc 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.5][ 04) 10 PLF @ 30.0 to 10 @ 32.0 [y=15.71[ 041 22-23 254 -25 0.10 2 4 SP 93 18.97 60 PLF @ -2.0 to 60 @ 12.7 [y=15.7][100%] -29 PLF @ 15.0 to -29 @ 17.2 (y=12.61[100%1 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 04] 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.511 04] Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T] dxL dxT 4 PLF @-2.0 to 4 @ -0.1 [y= 8.5][ 04] 12 PLF @ 12.9 to 12 @ 17.2 (y= 9.0111004) 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.04 L/542 0.07 L/332 0.01 0.01 Brg.# 1 Vert.R= 680.9 #Hor.R= -0.0# 12 PLF @ 17.2 to 12 @ 30.0 (y= 9.01110041 1 -1.85 8.88 ---- ----- ---- ----- - ----Erg.#2 Vert.R= 1518.4 #Hor.R= -0.0# -89 PLF @ -2.0 to -99 @ 0.0 L (y= 9.5)[10041 2 -0.08 8.64 ---- ----- ---- ----- ---- ----Erg.#3 Vert.R= 332.7 #Hor.R= -0.0# Brg.#1 Vert.R= -209.8 #Hor.R= 80.14 3 0.00 9.34 0.00 L/689 0.00 L/422 0.00 0.00 =----------------------- ------------------- Brg.#2 Vert.R= -81.4 #Hor.R= 0.0# 4 0.15 9.28 ---- ----- ---- ----- ---- ---- IMWFRS ASCE Perp/L++IIOC 24.00][OF 1.60][NM 1] Brg.#3 Vert.R= 20.4 #Hor.R= -0.0# 5 0.15 9.24 3X4(Alj 0.80 0.27 0.00 L/999 0.00 L/999 0.00 0.00 Repetitive Factors Used: Yes 6 0.36 9.43 0.01 L/999 0.01 L/999 0.00 0.01 -27 PLF @ 17.2to -27 @ 30.0 R [y= 9.5][100%] [MWFRS ASCE Perp/R++](OC 24.001(DF 1.601[NM 11 7 0.40 9.15 0.01 L/999 0.01 L/999 0.00 0.00 10 PLF @ -2.0 to 10 @ 0.0 (y=15.7]( 04) Repetitive Factors Used: Yes 8 6.57 9.15 1.5X4 0.80 0.52 N 0.02 L/999 0.07 L/999 0.00 0.00 -10 PLF @ 12.8 to -10 @ 15.0 [y=12.6][100%] -10 PLF @ 17.2 to -10 @ 30.0 R [y= 9.5)(1004] 9 6.68 11.01 3X9 0.80 0.83 N 0.02 L/999 0.07 L/999 0.01 0.01 10 PLF @ 0.0 to 10 @ 12.7 (y=15.71[ 0's] 10 PLF @ -2.0 to 10 @ 0.0 (y=15.71[ 0%) 10 12.75 12.53 H0710 0.80 0.72 N 0.00 L/999 0.01 L/999 0.01 0.02 -27 PLF @ 30.0 to -27 @ 32.0 R Iy= 9.01[1004] -10 PLF @ 12.8 to -10 @ 15.0 (y=12.61110041 11 12.75 12.53 ---- ----- ---- ----- ---- ---- -10 PLF @ 0.0 to -10 @ 12.7 L Iy=12.61110041 10 PLF @ 0.0 to 10 @ 12.7 [y=15.711 0%] 12 12.75 12.53 ---- ----- ---- ----- ---- ---- 10 PLF @ 12.8 to 10 @ 17.2 (y=15.7][ 04] 36 PLF @ 30.0 to 36 @ 32.0 R [y= 9.0][100%] 13 12.90 9.15 5X8 0.80 0.83 N 0.00 L/999 0.00 1,/999 0.00 0.01 -12 PLF @ 0.0 to -12 @ 12.9 1y=9.0][1004] -27 PLF @ 0.0 to -27 @ 12.7 L (y=12.6][100%] 14 12.90 9.15 ---- ----- ---- ----- ---- ---- 10 PLF @ 17.3to 10 @ 30.0 1y=15.7]1 04] 10 PLF @ 12.8 to 10 @ 17.2 (y=15.71[ 0%1 15 12.90 9.15 ---- ----- ---- ----- ---- ---- 10 PLF @ 30.0 to 10 @ 32.0 Iy=15.71[ O4] -12 PLF @ 0.0 to -12 @ 12.9 (y= 9.01[100%1 16 17.25 12.53 5X6 0.80 0,98 N 0.03 L/999 0.09 L/999 0.01 0.03 -10 PLF @ 15.0 to -10 @ 17.2 [y=12.61[100%] 10 PLF @ 17.3 tc 10 @ 30.0 (y=15.71[ 0%1 17 17.25 12.53 ---- ----- ---- --- ---- ---- 10 PLF @ 0.0 to 10 @ 30.0 fy= 3.511 04] 10 PLF @ 30.0 to 10 @ 32.0 Iy=15.71[ 0%I 18 17.25 12.53 ---- ----- ---- ----- ---- ---- -12 PLF @ 12.9 to -12 @ 17.2 1y= 9.01[10041 -10 PLF @ 15.0 to -10 @ 17.2 fy=12.6][1004) 19 17.25 9.15 5X6 0.80 0.58 N 0.03 L/999 0.09 L/999 0.00 0.01 -12 PLF @ 17.2 to -12 @ 30.0 fy= 9.01[1004] 10 PLF @ '.' to 10 @ 30.0 Iy= 3.51[ 041 20 17.25 9.15 ---- ----- ---- ----- - - -- 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5](10041 -12 PLF @ 12.9 to -12 @ 17.2 [y= 9.01[100%) 21 17.25 9.15 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 99.6 #Nor.R= -81.0# -12 PLF @ 17.2 to -12 @ 30.0 Iy= 9.01[1004) 22 23.32 11.01 3X4 0.80 0.80 N 0.08 L/999 0.20 L/935 0.00 0.01 Brg.#2 Vert.R= -154.4 #Hor.R= -0.0# -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[10041 23 23.43 9.15 1.5X4 0.80 0.47 N 0.08 L/999 0.20 L/995 0.01 0.02 Brg.# 3 Vert.R= -162.3 #Hor.R= -0.0# Brg.#1 Vert.R= -123.8 #Hor.R= 81.0# 24 29.60 9.15 0.00 L/999 0.01 L/999 0.010.03 =----------------------------- ---- --------= Brg.#2 Vert.R= -183.6 #Hor.R= -0.0# 25 29.64 9.43 0.00 L/999 0.01 L/999 0.01 0.03 [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 1] Brg.#3 Vert.R= 90.3 #Hor.R= -0.0# 9 Brg.#2 Vert.R= -45.0 #Hor.R= 0.0# 36 PLF @-2.0 to 36 @ 0.0 L [y= 9.5](1001 12 PLF a 12.9 to 12 @ 17.2 ly= 9.0][100%] [PIWFRS ASCE Perp/R+-][OC 24.00][DF 1.60)[NM 1] Brg.#3 Vert.R= -14.2#Hor.R= 0.0# Brg.# 1 VeIt.R= 328.3 #Hor.R= -81.0# 12 PLF a 17.2 to 12 @ 30.0 ly= 9.0][100%] Repetitive Factors Used: Yes --- -- ------ --- ------------------ --- = Brg.#2 Vert.R= 949.7 #Hor.R= 0.0# -10 PLF @ -2.0 to -10 @ 0.0 L (y= 9.5)[10041 -10 PLY @ 17.2 to -10 @ 30.0 R [y= 9.5][100%] [MWFRS ASCE Parl+-)(OC 24.00][DF 1.601[NM 11 • • .Pigg# 3 Vart.R* 222.&#yqF J- -0.0# Brg.# 1 Vert.R= 220.9 #Hor.R= 0.0# 10 PLF @ -2.0 to 10 @ 0.0 I =15.71[ 0%] Repetitive Factors Used: Yes •• •• c-=-�=-s se=-r•=-=y-=-=-_-_-_-_ Brg.# 2 Vert.R= 1059.1 #Hor.R= -0.0# -10 PLF @ 12.8 to -10 @ 15.0 1y=12.6](100%1 -10 PLF @ 17.2 to -10 2 30.0 R [y= 9.5][100%1 • • • [NFRS ASCE•PrpB/L•-j[AC 24./0][DF 1.60][NM 11 Brg.# 3 Vert.R= 371.0 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 12.7 [y=15.71[ 041 10 PLF @ -2.0 to 10 @ 0.0 (y=15.7]I 041 • • RQ eti;Ojacjrs Use II: I s =---------------------------------------- _ 36 PLF @ 30.0 to 36 @ 32.0 R (y= 9.0][1004] 10 PLF @ 12.8 to -10 8 15.0 [y=12.61[1004] p.PLgg��@ 2 0 -27•@ 3� $ [y= 9.5][10041 IMWFRS ASCE PrDl--][0C 24.00][DF 1 60](MM 11 -27 PLF @ 0.0 to -27 @ 12.7 L y=12.61[1004] 10 PLF @ 0.0 to 10 @ 12.7 [y=15.71( 041 3 LF a-2.0 to 31 @ 0.0 y=15.71[ 041 Repetitive Factors Used: Yes 10 PLF @ 12.8 to 10 @ 17.2 [y=15.71[ 01 -10 PLF @ 30.0 to -10 3 32.0 R (y= 9.0][10041 -52 PLF @ 12.8 to -52 @ 15.0 [y=12.61(1004) -52 PLF @ 17.2 to -52 @ 30.0 R [y= 9.5][100%1 12 PLF @ 0.0 to 12 @ 12.9 (y= 9.01110041 -10 PLF @ 0.0 to -10 3 12.7 L (y=12.61[1004) 31 PLY @ 0.0 to 31 @ 12.7 (y=15.71[ 0%1 31 PLF 3 -2.0 to 31 @ 0.0 [y=15.71( 0%I 10 PLF @ 17.3 to 10 @ 30.0 [y=15.711 0%] 10 PLF @ 12.8 to 10 @ 17.2 [y=15.7][ 0%1 • •• 27 P F @ 30.J to -27 @•32.0 R Y 9.01[100%] -52 PLF @ 12.8 t0 -52 @ 15.0 fy=12.6)(1004] 10 PLF @ 30.0 to 10 @ 32.0 [y=15.7][ 0%] 12 PLF @ 0.0 to 12 @ 12.9 [y= 9.0(100%j • • • 43.P @ �. �o -43•@•12.7 '(y=12.6][1004] 31 PLF 3 0.0 to 31 @ 12.7 [y=15.7][ 0%I -10 PLF @ 15.0 to -10 @ 17.2 y=12.6)(100%) 10 PLF @ 17.3 to 10 @ 30.0 [y=15.7 ( 041 • • •• 030 g @ 12.8 W 010 @ 17.2 115.71[ 0%] -52 PLF @ 30.0 to -52 @ 32.0 R [y= 9.01[100%] 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51( 0%) 10 PLF @ 30.0 to 10 @ 32.0 [y=15.7)( 041 • • • • 12 PIN @ ORO M0 12 @ 42.9 [Y= 91.01[100%] -52 PLF @ 0.0 to -52 @ 12.7 L [y=12.6][100%] 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0](100%] -10 PLF @ 15.0 to -10 3 17.2 ty=12.6][100%] • • • • 31 PLT @ 1703 Le 31 9 90.0 [3.71[ 04] 30 PLF 3 12.8 to 30 @ 17.2 [y=15.71[ 04] 12 PLF @ 17.2 to 12 @ 30.0 [y= 9.011100%1 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] • • 31 11tH 1 30.ofto 311 12!0 [y.15.7J1 0%1 12 PLF 3 0.0 to 12 @ 12.9 [y= 9.01[1004] -27 PLF @ -2.0 to -27 @ 0.0 L ly= 9.51[10041 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0][1004] -29 PLF @ 15.0 to -29 @ 17.2 (y=12.611100%1 31 PLF 3 17.3 to 31 @ 30.0 [y=15.71[ 0%] Brg.# 1 Vert.R= -40.4 #Hor.R= 81.0# 12 PLF @ 17.2 to 12 @ 30.0 Iy= 9.0][100%] 20 PLF @ 0.0 to 20 @ 30.0 (y=3.51[ 04] 31 PLF 8 30.0 to 31 @ 32.0 [y=15.7]1 0%] Erg.# 2 Vert.R= 306.4 #Hor.R= 0.0# -10 PLF @-2.0 to -10 3 0.0 L [y= 9.51(10041 12 PLF @ 12.9 to 12 @ 17.2 ( = 9.01[1004] -52 PLF @ 15.0 to -52 @ 17.2 [y=12.61[100%] Brg.# 3 Vert.R= 243.0 #Hor.R= -0.0# Brg.#1 Vert.R= 75.5 #Hor.R= 0.0# •• • 012 PLT @ 170P to 01T 1#30.0'1= 9.0][1004] 20 PLF 3 0.0 to 20 @ 30.0 Iy= 3.51[ 0%] - - - Brg.#2 Vert.R= 445.0#Hor.R= -0.0# •• •�89:L1:@ .O:o - @ L (y= 9.5]1100%] 12 PLF 3 12.9 to 12 @ 17.2 ly= 9.01[1004] [MWFRS ASCE Perp/R-+1[OC 24.00][DF 1.60][NM 1] Brg.# 3 Vert.R= 138.5#Hor.R= 0.0# • • •8rgg#1•Ve JR= 96 .3 #Hord= 80.1# 12 PLF S 17.2 to 12 @ 30.0 [y= 9.01[100%] Repetitive Factors Used: Yes =---------------------------------------- ---- • • mBr*2•Veat.R• 632.7#Horj1= -0.0# -52 PLF @ -2.0 to -52 @ 0.0 L [y= 9.5][1001 -43 PLY @ 17.2 to -43 @ 30.0 R [y= 9.5][1004) IMWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 11 •• • dBrg.]1.3 VeR.Rm 95T.T#91dt.R= -0.0# Brg.# 1 Vert.R= -5.8 #Hor.R= 0.0# 10 PLF @ -2.0 to 10 @ 0.0 [y=15.7][ 04] Repetitive Factors Used: Yes =----- ---- -------------------------- ------ Brg.# 2 Vert.R= 229.9 #Hor.R= 0.0# -29 PLF @ 12.8 to -29 @ 15.0 [y=12.6][10041 -52 PLF B 17.2 to -52 3 30.0 R [y=9.5)[100%] [MWFRS ASCE PrpD/R+-][OC 24.001[DF 1.60][NM 1)= Brg.#3 Vert.R= 26.7 #Har.R= -0.0# 10 PLF @ 0.0 to 10 @ 12.7 [yp=15.71[ 041 10 PLF @ -2.0 to 10 @ 0.0 [y=15.71[ 041 Repetitive Factors Used: Yes =----------------- --------------------------- -89 PLF @ 30.0 to -89 @ 32.0 R [y= 9.01[100%1 -52 PLF @ 12.8 to -52 3 15.0 [y=12.6](100%] -10 PLF @ 17.2 to -10 @ 30.0 R [y= 9.5][100%] [C6C ASCE Wind Lt-+][OC 24.00](DF 1.60)[NM 11 -27 PLF @ 0.0 to -27 @ 12.7 L [y=12.6)[100%] 10 PLF @ 0.0 to 10 @ 12.7 (y=15.7)( 041 31 PLF @ -2.0 to 31 @ 0.0 [y=15.7)[ 0%] Repetitive Factors Used: Yes 10 PLF @ 12.8 to 10 @ 17.2 [y=15.71[ 0%] -52 PLF @ 30.0 to -52 3 32.0 R [y= 9.0)[1004) -10 PLF @ 12.8 to -10 @ 15.0 [y=12.61[100%] -54 PLF @ 1.0 to -54 @ 12.7 L [y=12.6)[100%1 -12 PLF @ 0.0 to -12 @ 12.9 [y= 9.01[1004] -52 PLF @ 0.0 to -52 a" 12.7 L [y=12.6)(100%] 31 PLF @ 0.0 to 31 @ 12.7 [y=15.71[ D%1 10 PLF 9-2.0 to 10 @ 0.0 1y=15.71[ 041 10 PLF @ 17.3 to 10 @ 30.0 (y=15.7]( 0%] 10 PLP @ 12.8 to 10 @ 17.29[y=15.71[ 041 36 PLF @ 30.0 to 36 @ 32.0 R [y= 9.0][100%] -81 PLF @ 17.2 to -91 @ 20.2 R [y=11.9][100%) 10 PLF @ 30.0 to 10 @ 32.0 [y=15.7)[ 0%1 -12 PLF @ 0.0 to -12 3 12. ly=9.01[100%] -27 PLF @ 0.0 to -27 @ 12.7 L [y=12.61(100%1 10 PLF 9 0.0 to 10 @ 1.0 [y=15.7]( 0%1 -52 PLF @ 15.0 to -52 @ 17.2 [y=12.61(100%] 10 PLP @ 17.3 to 10 @ 30.0 [y=15.7j[ 041 30 PLF @ 12.8 to 30 9 17.2 (y=15.71[ 04) -81 PLF @ 0.0 to -81 @ 1.0 L 1y= 9.7][100%] 10 PLF @ 0.0 to 10 @ 30.0 ly=3.511 0%j 10 PLP @ 30.0 to 10 @ 32.0 (y=15.7][ 0%1 12 PLF @ 0.0 to 12 @ 12.9 (y= 9.0][10041 10 PLF 3 1.0 to 10 @ 12.7 [y=15.7][ 0%1 -12 PLF @ 12.9 to -12 @ 17.2 [y=9.01[1004] -52 PLF @ 15.0 to -52 9 17.2 (y=12.6][1004] 31 PLF @ 17.3 to 31 @ 30.0 [y=15.71[ 041 -54 PLF @ 20.2 to -54 @ 32.0 R 1y= 9.0][100%] -12 PLF @ 17.2 to -12 @ 30.0 [y=9.0][100%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 0%) 31 PLF @ 30.0 to 31 9 32.0 (y=15.71[ 04] 10 PLF 3 12.8 to 10 @ 15.8 [y=15.7][ 041 -27 PLF @ -2,0 to -27 @ 0.0 L (y=9.5](1004] -12 PLF @ 12.9 to -12 3 17.2 ly= 9.01[1004) -10 PLP @ 15.0 to -10 @ 17.2 `y=12.611100%] -75 PLF @ 12.8 to -75 @ 15.8 (y=12.61[100%] Brg.# 1 Vert.R= -68.4 #Hor.R= -80.1# -12 PLF 9 17.2 to -12 3 30.0 [y=9.01[100%] 20 PLF 9 0.0 to 20 9 30.0 [y= 3.511 0%l 10 PLF 3 15.8 to 10 @ 17.2 1y=15.71[ 0%] 0 Brg.#2 Vert.R= -541.6 #Hor.R= -0.0# -52 PLF @ -2.0 to -52 3 0.0 L [y=9.5][10041 12 PLF @ 12.9 to 12 @ 17.2 ly= 9.0][10041 -12 PLF @ .0 to -12 @ 12.9 `y= 9.011100%] Brg.# 3 Vert.R= -386.8 #Hor.R- 0.0# Brg.# 1 VeIt.R= -234.6#Hor.R= 0.0# 12 PLF @ 17.2 to 12 @ 30.0 ly= 9.0][10041 10 PLF 3 17.3 to 10 @ 20.3 (y=15.71[ 04l Brg.#2 VeIt.R- -874.2#Hor.R- -0.0# -27 PLP @-2.0 to -27 @ 0.0 L [y= 9.51[100%] -149 PLF @ -2.0 to-149 9 0.0 L [y= 9.5)[100%] IMWFRS ASCE Perp/R--)IOC 29 00)[DF=1.601[NM 11 Brg.#3 Vert.R= -358.4#Hor.R= -0.0# Brg.#1 Vert.R= 105.0 #Hor.R= 81.0# 10 PLF 3 20.3 to 10 0 32.0 1y=15.71[ 0%] Repetitive Factors Used: Yea =---------------------------------------------= Brg.#2 VeIt.R= 920.4 #Hor.R- -0.0# -12 PLF @ 12.9 to -12 9 17.2 [y= 9.01[1004) -43 PLF @ 17.2 to -43 @ 30.0 R [y= 9.51[1004) [MWFRS ASCE Parl--][OC 24.OD]fOF 1.601IWM 1) Brg.#3 Vert.R= 475.4 #Hor.R= 0.0# -12 PLF @ 17.2 to -12 @ 30.0 [y= 9.01[100%] 10 PLF @-2.0 to 10 @ 0.0 [y=15.711 0%] Repetitive Factors Used: Yes =__________________________________________ __ 10 PLF 3 0.0 to 10 @ 30.0 ly= 3.51[ 0%l -29 PLF @ 12.8 to -29 @ 15.0 [y=12.6][100%) -52 PLP @ 17.2 to -52 9 30.0 R [y= 9.5][100%] [MWFRS ASCE PrpD/R--][OC 24.0011DF 1.60][NM 1)= -61 PLF @ 15.8 to -61 @ 17.2 [y=12.6)[1004] 10 PLF @ 0.0 to SO @ 12.7 ly=15.7]1 0%] 30 PLF @ -2.0 to 10 @ 0.0 [y=15.71( 0%1 Repetitive Factors Used: Yes -89 PLF @ 30.0 to -89 @ 32.0 R ly= 9.011100%1 -52 PLF @ 12.8 to -52 3 15.0 (y=12.6][100%] -43 PLF @ 17.2 to -43 @ 30.0 R [y= 9.5]1100%] IC&C ASCE Wind Rt-+j10C 24.00][DF 1.60)[NM 11 -27 PLF @ 0.0 to -27 @ 12.7 L 1y=12.6)[100%) 10 PLF @ 0:0 to 10 @ 12.7 (yy=15.7)( 0%) 31 PLF @ -2.0 to 31 @ 0.0 [y=15.7][ 04l Repetitive Factors Used: Yes 10 PLF @ 12.8 to 10 @ 17.2 (y=15.71( 0%) -52 PLF @ 30.0 to -52 3 32.0 R [y= 9.01(100%] -29 PLF @ 12.8 to -29 @ 15.0 `y=12.6][100%] -61 PLF @ 12.8 to -61 @ 14.2 [y=12.6)[100] 12 PLF @ 0.0 to 12 @ 12.9 [y=9.0][100%] -52 PLF @ 0.0 to -52 3 12.7 L (y=12.6][100%] 31 PLF @ 0.0 to 31 @ 12.7 (yy=15.7]( 04] 10 PLF 3 -2.0 to 10 @ 9.71y=15.71[ 04] 10 PLF @ 17.3 to 10 @ 30.0 [y=15.7][ 0%1 10 PLF @ 12.8 to 10 @ 17.2 1y=15.7)( 0%1 -89 PLF @ 30.0 to -89 9 32.0 R [y=9.0111004] -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.5)[100%1 10 PLF @ 30.0 to 10 @ 32.0 [y=15.7]1 0%] 12 PLF @ 0.0 to 12 @ 12.9 1y= 9.0](100%] -27 PLF @ 0.0 to -27 @ 12.7 L [y=12.611100%] 10 PLF 3 9.7 to 10 @ 12.7 [y=15.71[ 0%I -52 PLF @ 15.0 to -52 @ 17.2 [y=12.6][100%] 10 PLF @ 17.3 to 10 9 30.0 [y=15.71( 0%I 30 PLY @ 12.8 to 30 @ 17.2 (y=15.7][ 0%] -B1 PLF @ 9.8 t0 -81 @ 12.7 L [y=12.6][100%1 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] 10 PLF @ 30.0 to 10 @ 32.0 [y=15.71[ 0%] 12 PLY @ 0.0 to 12 @ 12.9 [y= 9.0](10011 10 PLF"s 12.8 to 10 9 14.2 1y=15.71[ 0%I 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.01[100%] -52 PLF @ 15.0 to -52 3 17.2 [y=12.6][100%) 31 PLY @ 17.3 to 31 @ 30.0 [y=15.7][ 0%] -149 PLF @ 30.0 to -149 "a 32.0 R [y= 9.0)[100%) 12 PLF @ 17.2 to 12 @ 30.0 [y= 9.0](100%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%) 31 PLF @ 30.0 to 31 9 32.0 Iy=15.71[ 0%) 10 PLF 3 14.2 to 10 @ 17.2 1y=15.71[ 0%I -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5)[100°x] 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0][100%] -52 PLF @ 15.0 to -52 @ 17.2 [y=12.6)[100] -75 PLF @ 14.2 to -75 @ 17.2 [y=12.6)(100%I Brg.# 1 Vert.R= 14.9 #Hor.R= -80.1# 12 PLF @ 17.2 to 12 @ 30.0 ly= 9.0][100%] 20 PLF @ 0.0 to 20 9 30.0 [y= 3.51[ 04] 10 PLF 3 17.3 to 10 @ 29.0 [y=15.71[ O%l Brg.# 2 Vert.R= -51.6 #Hor.R= -0.0# -52 PLF @ -2.0 to -52 3 0.0 L 1y= 9.5111004] 12 PLY @ 12.9 to 12 @ 17.2 (y= 9.0)[100%] -12 PLF @ 0.0 to -12 @ 12.9 [y= 9.0)[100%] Brg.#3 Vert.R= -234.1 #Hor.R= 0.0# Brg.# 1 Vert.R= -151.3 #Hor.R= 0.0# 12 PLF @ 17.2 to 12 9 30.0 [y= 9.0][1004] 10 PLF 8 29.0 to 10 @ 30.0 [y=15.71( 041 - - - Brg.#2 Vert.R= -384.2#Hor.R= 0.0# -27 PLF @ -2.0 to -27 9 0.0 L [y= 9.51[100%] -54 PLF @ -2.0 to -54 @ 9.8 L [y=11.911100%] [MWFRS=ASCE Parl++l(OC 24.0011DF 1.60][NM 11 Brg.#3 Vert.R= -205.7#Hor.R= -0.0# Brg.# 1 Vert.R= 160.4 #Hor.R= -80.3 10 PLF 3 30.0 to 10 @ 32.0 [y=15.71( 0%1 Repetitive Factors Used: Yes -...=- ---- ---- ---------------------------- Brg.# 2 Vert.R= 562.5 #Hor.R= -0.0# •12 PLF @ 12.9 to -12 @ 17.2 [y= 9.0)1100%] -10 PLF @ 17.2 to -10 @ 30.0 R [y= 9.5](100%l IMWFRS=ASCE PrpD/L+-][OC 24.001[DF 1.60][NM 11 Brg.# 3 Vert.R= -1.7 #Hor.R= 0.0# -12 PLF @ 17.2 to -12 @ 30.0 [y= 9.0](100%) 10 PLF @ -2.0 to 10 @ 0.0 (y=15.7)[ 0%l Reppetitive Factors Used: Yes --------- -------------------- ------ --- = 10 PLF"a 0.0 to 10 @ 30.0 [y= 3.511 0%I -10 PLF @ 12.8 to -10 @ 15.0 [y=12.6][1004) -27 PLF @ 17.2 to -27 3 30.0 R [y= 9.5][10041 IMWFRS ASCE Pr1D+-j10C 24.00](DF=1.601[NM 11 -54 PLF @ 17.2 to -54 @ 29.0 R [y= 9.7]1100%] 10 PLF @ 0.0 to 10 @ 12.7 (y=15.71[ 0%j 31 PLF @ -2.0 to 31 @ 0.0 (y=15.71[ 0%1 Repetitive Factors Used: Yes -10 PLF @ 30.0 to -10 @ 32.0 R ly= 9.01[100%] -10 PLF @ 12.8 to -10 9 15.0 [y=12.61(10041 -10 PLF @ 17.2 to -10 @ 30.0 R [y= 9.51[100%) [CRC ASCE Wind Lt--]IOC 24.00][DF 1.60][NM 11 -10 PLP @ 0.0 to -10 @ 12.7 L 1y=12.61[10041 31 PLF 9 0.0 to 31 @ 12.7 (y=15.71[ 041 31 PLP @ -2.0 to 31 @ 0.0 Iy=15.711 0%] Repetitive Factors Used: Yes 10 PLF @ 12.8 to 10 @ 17.2 (p=15.7]1 0%] -27 PLF @ 30.0 to -27 3 32.0 R [y= 9.0][1004] -10 PLF @ 12.8 to -10 @ 15.0 [y=12.61[10041 -54 PLY @ 1.0 to -54 @ 12.7 L [y=12.611100%1 -12 PLF @ 0.0 to -12 @ 12.9 [y= 9.0][100%] -10 PLF @ 0.0 to -10 3 12.7 L [y=12.6][100%] 31 PLF @ 0.0 to 31 @ 12.7 [y=15.71[ 041 10 PLF a^ -2.0 to 10 @ 0.0 [y=15.711 0%] 10 PLF 9 17.3 to 10 @ 30.0 [y=15.7][ 0%l 30 PLF @ 12.8 to 30 @ 17.2 [y=15.71( 0%l -10 PLP @ 30.0 to -10 @ 32.0 R ly= 9.01(100%] -81 PLF @ 17.2 to -81 @ 20.2 R [y=11.9][100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=15.711 04] 12 PLP @ 0.0to 12 @ 12.9 [y= 9.0](1004] -10 PLF @ 0.0 to -10 @ 12.7 L (p=12.6)(10041 10 PLF 3 0.0 to 10 @ 1.0 [y=15.71[ 04l -10 PLF @ 15.0 to -10 @ 17.2 `y=12.6][100%] 31 PLP @ 17.3 to 31 @ 30.0 [y=15.71[ Al 30 PLF @ 12.8 to 30 @ 17.2 [y=15.71[ 04l -81 PLY @ 0.0 to -B1 @ 1.0 L [y= 9.71[100%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.511 0%] 31 PLF @ 30.0 to 31 @ 32.0 [y=15.7]( 0%] 12 PLF @ 0.0 to 12 @ 12.9 [y= 9.0](100%l 10 PLF"a 1.0 to 10 @ 12.7 [y=15.71[ 0%] -12 PLF @ 12.9 to -12 @ 17.2 ly=9.01[1004] -10 PLF @ 15.0 to -10 3 17.2 ty=12.6)(1004] 31 PLF @ 17.3 to 31 @ 30.0 1y=15.71[ 0%l -54 PLF @ 20.2 to -54 @ 32.0 R [y= 9.01[100%] -12 PLF @ 17.2 to -12 @ 30.0 [y=9.0][1004] 20 PLF @ 0.0 to 20 9 30.0 1y= 3.51( 0%1 31 PLF @ 30.0 to 31 @ 32.0 [y=15.71[ 0%1 10 PLF 3 12.8 to 10 @ 15.8 [y=15.71[ 04] -10 PLF @ -2.0 to -10 9 0.0 L ly= 9.5][1004] 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0][100%] -10 PLF @ 15.0 to -10 @ 17.2 [y=12.61(100%) -75 PLF @ 12.8 to -75 @ 15.8 [y=12.61[1004] Brg.# 1 Vert.R= -7.8 #Hor.R= 0.0# 12 PLF @ 17.2 to 12 @ 30.0 [y= 9.0][100%] 20 PLF @ 0.0 to 20 @ 30.0 [y=3.51[ 0%) 10 PLF 9 15.8 to 10 @ 17.2 [y=15.71[ 04] 12 PLF @ 0.0 to 12 @ 12.9 [y= 9.0][1004] 10 PLF @ 17.3 to 10 @ 20.3 [y=15.7]( 04] -149 PLF @-2.0 to -149 @ 0.0 L [y= 9.5](100°x] 10 PLF @ 20.3 to 10 @ 32.0 [y=15.7][ 04] • • ••• • • • ••• 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0][1004] •• •• • • • •• •• • 12 PLF @ 17.2 to 12 @ 30.0 (y= 9.0][1004] • • • • • • • • • • 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.5][ 041 • • • ••• • • • -61 PLF @ 15.8 to -61 @ 17.2 [y=12.6)[10041 • • • • • • • • (C6C ASCE Wind Rt--I[OC 24.00][DF 1.60](NM 1) Repetitive Factors Used: Yes -61 PLF @ 12.8 to -61 @ 14.2 (y=12.6](1004] •• •• • • • •• 10 PLF @ -2.0 to 10 @ 9.7 (Y=15.71( 04] 004, • •• • • •• • -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.51[1004) • • •• • • • • • • •• 10 PLF @ 9.7 to 10 @ 12.7 (yy=15.7)[ 04) • • • • • • • • • • -81 PLF 0 9.8 to -81 @ 12.7 L [y=12.61(1004] • • • • • • • • • • 10 PLF @ 12.8 to 10 @ 14.2 [y=15.71[ 041 • • ••• • ••• • -149 PLF @ 30.0 to -149 @ 32.0 R (y= 9.0][10041 10 PLF @ 14.2 to 10 @ 17.2 [y=15.71[ 04] -75 PLF 8 14.2 to -75 @ 17.2 [y=12.6][1004] • • • • 10 PLF @ 17.3 to 10 @ 29.0 (y=15.71[ 04] ••• • • ••• •• • ••• ••• 12 PLF @ 0.0 to 12 @ 12.9 [y= 9.0](1004] • ••• • • • • •• • 10 PLF @ 29.0 to 10 @ 30.0 [p=15.71( 041 -54 PGF @ -2.0 to -54 @ 9.8 L [y=11.9](10041 •• 10 PLF @ 30.0to 10 @ 32.0 [y=15.7][ 04] •• • • • • • ••• •• 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0][1004] 12 PLF @ 17.2 to 12 @ 30.0 [y= 9.0][1004] 10 PLF @ 0.0 to 10 @ 30.0 (yy= 3.51[ 04] -54 PLF @ 17.2 to -54 @ 29.0 R ly= 9.7][1004] [CEC ASCE Wind Lt-D]IOC 24.00][DF 1.60](NM 11 Repetitive Factors Used: Yes -54 PLF @ 1.0 to -54 @ 12.7 L [y=12.6)[10041 31 PLF @ -2.0 to 31 @ 0.0 [y=15.7]( 04] -81 PLF @ 17.2 to -81 @ 20.2 R (y=11.91[1004] 31 PLF @ 0.0 to 31 @ 1.0 [y=15.7]( 04] -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.71[10041 31 PLF @ 1.0 to 31 @ 12.7 [yy=15.7)[ 04) -54 PLF @ 20.2 to -54 @ 32.0 R [y= 9.01[1004] 30 PLF @ 12.8 to 30 @ 15.8 ( =15.7][ 04] -75 PLP @ 12.8 to -75 @ 15.8 `y=12.6][10041 30 PLF @ 15.8 to 30 @ 17.2 (y=15.7]1 041 12 PLF @ 0.0 to 12 @ 12.9 (y= 9.01(1004] 31 PLF @ 17.3 to 31 @ 20.3 (y=15.7]1 041 -149 PLF @ -2.0 to -149 @ 0.0 L (y= 9.5](1004) 31 PLF @ 20.3 to 31 @ 32.0 (y=15.7]1 04] 12 PLF @ 12.9 to 12 @ 17.2 (y= 9.01[1004) 12 PLF @ 17.2 to 12 @ 30.0 [y= 9.0][10011 20 PLF @ 0.0 to 20 @ 30.0 (y= 3.5][ 041 -61 PLF @ 15.8 to -61 @ 17.2 [y=12.6][10011 [C&C ASCE Wind Rt--D1[OC 24.00][DF 1 60][NM 11 Repetitive Factors Used: Yes -61 PLF @ 12.8 to -61 @ 14.2 (y=12.6][1004) 31 PLF @ -2.0 to 31 @ 9.7 [y=15.71[ 04) -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.5][1004] 31 PLF @ 9.7 to 31 @ 12.7 [y=15.71[ 04] -81 PLF @ 9.8 to -81 @ 12.7 L [y=12.6](1004] 30 PLF @ 12.8 to 30 @ 14.2 [y=15.7][ 04] -149 PLF @ 30.0 to -149 @ 32.0 R [y= 9.0][10041 30 PLF @ 14.2 to30 @ 17.2 (y=15.71[ 04] -75 PLF @ 14.2 to -75 @ 17.2 ty=12.6][1004] 31 PLF @ 17.3 to 31 @ 29.0 [y=15.71[ 04] 12 PLF @ 0.0 to 12 @ 12.9 [y= 9.0][10011 31 PLF @ 29.0 to 31 @ 30.0 [y=15.7]1 01] -54 PLF @ -2.0 to -54 @ 9.0 L [y=11.9)[1004] 31 PLF @ 30.0 to 31 @ 32.0 [y=15.71[ 04] 12 PLF @ 12.9 to 12 @ 17.2 [y= 9.0][10041 12 PLF @ 17.2 to 12 @ 30.0 [y= 9.0][1004] 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5)[ 04] -54 PLF @ 17.2 to -54 @ 29.0 R (y= 9.7](1004) Job: 16175N /A6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • ••• 170 mp*Mnd,*.ON*Mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C, ••• jnd�C"61 jsf,end BC DL=5.0 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 N Bot chord 2x4 SP#2 N rr=lo4s and:Bactlpns based on MWFRS with additional C&C member design. Webs 2x4 SP#3 • • ••• • • • • ••• :Lt Level Return 2x4 SP#3::Rt Level Return 2x4 SP#3: Bottom chord checked for 10.00 psf noi-concurrent live load. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets U360 We and 1-/240 total load.Creep increase factor for dead load is 1.50. ••• ••• •iMWOSjoads ho:Sd or•tnlsses located at least 15.00 ft.from roof edge. • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 14'9" - T@4X5(R 3 v g 3X4 a 5X8 rn e 05X6 1.5X4 m 1 83X4(A1 a3X4(A1) std 82X4(R -2X4(R) '-'-' aa 3X4 a6X8 a i =5X 1611" f 2' + 30' R=703#U=2890 RL=89/-8911 W=8' R=2225#U=549#W=8" R=942#U=376#W=8" (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE=2'0"12 RIGHT RAKE=2'0"12 SEQ= 325577 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESl -MUFT1RT-M%(0%Y1(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500 "WARNING["READAND FOLLOW ALL NOTES ON THIS DRAWINOI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTAUZRS, TC LL 30.Opsf REF Tnmaee regWre eaeeme core In fAwioaft, eMppNB,Nemang end bna .Refer to end reoow rbe comet edbon a R0S1(BWWnB Cnmpmmot sty bdonne0on,by TPI end WfCA)for safety Pro woeoprmtopmfcmu•thm mw,tono.temorosWprwxmtemoormrybrewaper BCSI. TC DL 15.Opsf DATE 0531-2016 Mt—ltd otha,wfeetop chord oleo have property alteched etructum oheetNnB mw bamro chord FLORIDA ahapmveapopeyateahedt�WaeO�. .Paetm�aeBnrope�mntste�aa�ntmeeea BC DL 10.Opsf DRWG aha0 neve bmWg hom9etl p=SCSI eeWbire 83,87 a BIR m appGoebm.Applyplatesto eeeh taco QUALITY TRUSS Rd. neposoronasehm SWXWdPda tne.wmDmam'comes m"d BC LL O.Opsf Rarer m dreM Co 180A-Z for�Mmd plem poatllmm. mN ae to Cmnporenta Group In".ehe0 out be leepmm,or for arty devtatwn Rom Orm dmwme, any raam to wm tno use m cw romoo oewan aNB m f,m for tom,ehroWre,bndepe con Bb�orf�. TOT.LD. 55.OpSf O/A LEN. 30 TEL:(954)975-3384 A"t en Mb dnMnp m aewr Pt pa OtlA y lNe dnMnp.ImOata ropeptma etaghtebml FAX:(9s4)TRALBL D. for �� Deem ere VMI�idraMam 1.25 JOB#:16175N " rasPARK cBNTRAt.Br.vD. DUR.FAC. POMPANOEEACH,FL330" rrWaCG,. ; ,;,`,;;gip°;'"„ ,,"d', ;, '," ;�°°° —1—afe..g SPACING 24.0" TYPE HIPS 24 19 90 11.97 ---- ----- ---- ----- ---- ---- 36 PLF @-2.0 to 36 @ 0.0 L [y= 9.51[100%1 [ALPINE][FEC2014Res/TPI-2007][A6][16175N/11 25 24.77 10.65 1.5X4 0.80 0.49 N 0.07 L/999 0.20 L/999 0.00 0.01 12 PLF @ 0.0 to 12 @ 13.1 ly= 9.011100%1 [TCLL 30.0][TCDL 15.0][BCDL 10.0][BCLL 0.0][DF 1.251[OC 24.0)(NM 1)[SOFFIT 2.01 26 29.60 9.15 0.01 L/999 0.02 L/999 0.01 0.01 10 PLF @ 15.3 to 10 @ 30.0 [y=16.21[ 0%j • • •" =9.640 9.43• ••• 0.01 L/999 0.01 L/999 0.01 0.02 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 0%j •• •• •28 •29.85••9.24• • ---- ----- ---- ----- ---- ---- .10 PLF @ 5.2 to -10 @ 14.8 L [y=13.1][100%] [STD.AUTO.LOADI[OC 24.001[DF 1.251[44M 14 • 029 • 29485• 94124•3X4 A) 0.80 0.67 0.00 L/999 0.00 L/999 0.01 0.01 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 0%1 ===Bearings==[X-Loc)(React](Min Size Req]== Repetitive Factors Used: Yes • ••s 030 0 1e-00� 9.34 0.00 L/571 0.00 L/355 0.01 0.01 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0][100%] l 0.00)[ 703]( B9h][D.1]] (12.751[ 2225][0.26] [29.331[ 9421[0.131 31 PLF @-2.0 to 31 @ 15.0 (y=1E.21[ 1 ••11 • 308• 8.64• • 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.0][100%] 31 PLF @ 15.0 to 31 @ 32.0 [y=16.2][ Rl 3Z 31.85 8.88 2X41RI 0.80 0.50 N 0.05 L/431 0.09 L/252 0.02 0.04 -27 PLF @ 15.2 to -27 @ 19.9 R [y=12.01[1001 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 0%) 33 31.85 8.88 - ----- ---- ----- ---- ----Brg.#1 Vert.R= 235.4#Hor.R= -89.3# EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 60 PLF @ -2.0 to 60 @ 15.0 [y=16.2][100%1 Brg.# 2 Vert.R= 218.3 #Hor.R= -0.0# 1- 3 42 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd 20 PLF @ 0.0 to 20 @ 30.0 [yj 3.5)[ Rl • • • •• Brg.#3 Vert.R= 22.8 #Hor.R= -0.09 6- 8 237 -762 0.00 0.62 0.62 27 4 SP#2 N 60.21 3.00 Plywd 60 PLF @ 15.0 to 60 @ 32.0 iy=3j.21 01 •• • • •• • ----------- -------- ------------- ----------- 9-12 591 -457 0.14 0.60 0.74 1 4 SP#2 N 62.02 3.00 Plywd 4 PLF @ -2.0 to 4 @ -0.1 y=i.51a(•0%) • • • • • • •• (MWFRS ASCE Perp/L-+][OC 24.001[DF 1.601[NM 1] 12-18 1383 -581 0.30 0.60 0.90 1 4 SP#2 N 58.85 3.00 Plywd Brg.#1 Vert.R= 582.8 #Hor.R• • GO• • • • • • • Repetitive Factors Used: Yes 17-24 306 -851 0.01 0.45 0.46 3 4 SP#2 N 60.65 -3.00 Plywd Brg.#2 Vert.R= 2225.3 #Hor.R�••-0.61 • •�• ••• •�• ••• -43 PLF @ 0.0 to -43 @ 5.2 L (y=10.81[100%] 23-25 224 -841 0.00 0.44 0.44 3 4 SP#2 N 60.21 -3.00 Plywd Brg.#3 Vert.R= 869.9 #Hor.R= -0.0 10 PLF @-2.0 to 10 @ 0.0 (y=16.21[ 0%1 25-27 530 -1569 0.00 0.64 0.64 28 4 SP#2 N 60.21 -3.00 Plywd______________________ ______________________ -27 PLF @ 19.9 to -27 @ 30.0 R (y= 9.51[100%] 30-33 42 0 0.00 0.52 0.52 24 4 SP#2 N 22.89 -3.00 Plywd [PBC pass#2][OC 24.00][DF 1.2511NM 11 -27 PLF @ 30.0 to -27 @ 32.0 R ly= 9.0][100%] 7-11 687 -204 0.09 0.73 0.82 2 4 SP#2 N 115.08 -0.00 Diaph Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 14.7 [y=16.211 0%j 11-15 572 -561 0.00 0.65 0.65 2 4 SP#2 N 37.17 -0.00 Diaph 31 PLF @-2.0 to 31 @ 15.0 [y=13 tff ) : ••• :•• •• ••• -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5][100%] 13-19 478 -602 0.00 0.56 0.56 2 4 SP#2 N 81.42 -0.00 Diaph 31 PLF @ 15.0 to 31 @ 32.0 [y= Z1[ P1• • • • • •• • -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0)[100%] 20-26 1462 -442 0.23 0.72 0.95 2 4 SP#2 N 116.83 -0.00 Diaph 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.5}[ 4%] • • • •• • • 10 PLF @ 15.3 to 10 @ 30.0 [y=16.21[ 0%j 0- 2 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 -1.64 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5}[1001 • • • • • • • 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 0%1 31-32 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 1.64 20 PLF @ 0.0 to 20 @ 30.0 [y=It 451( Oa] • • • • ••• •• -43 PLF @ 5.2 to -43 @ 14.8 L [y=13.1][100%] 4- 5 541 -752 -_-= Plate Member=•_- PLATE MEMBER 0.50 -Vert- ----- 4 PLF @ -2.0 to 4 @-0.1 [y= 8.5]1 0%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5][ 0%l 4- 6 145 -868 0.00 0.51 0.51 23 4 SP#2 N 3.16 8.46 Plywd Brg.# 1 Vert.R= 394.5#Hor.R= -0.0# -12 PLF @ 13.1 to -12 @ 19.9 ly= 9.0][100%1 3- 4 170 -74 •=•=Fictious Member=--- SP#2 N 1.90 -5.04 -----Brg.# 2 Vert.R= 1299.4 #Hor.R= -0.0# -12 PLF @ 19.9 to -12 @ 30.0 ly= 9.011100%I 6- 7 553 -115 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.48 ----- Brg.# 3 Vert.R= 562.1 #Hor.R= 0.0# -27 PLF @ 15.2 to -27 @ 19.9 R (y=12.01[100%] 5- 7 611 -299 0.03 0.49 0.52 2 4 SP#2 N 3.21 -4.52 Diaph=-_-_;----------------------------------------= Erg.# 1 Vert.R= -289.0 #Hor.R= 88.3# 28-29 626 -891 -_-- Plate Member PLATE MEMBER 0.50 -Vert- ----- [Partial Unbal. Lt)(OC 24.00][DF 1.25](NM 1) Brg.#2 Vert.R= -549.3 #Hor.R= 0.0# 27-28 508 -1592 0.02 0.53 0.56 3 4 SP#2 N 3.16 -8.46 Plywd Repetitive Factors Used: Yes erg.# 3 Vert.R= -121.4 #Hor.R= -0.0# 28-30 170 -74 -=-=Fictions Member=-=- SP#2 N 1.90 5.04 ----- 31 PLF @ -2.0 to 31 @ 15.0 [y=16.21[ 01 ---- --------- --- --------- --------- ------ 26-27 507 -70 -_-=Plate Member=-_- PLATE MEMBER 3.47 97.48 ----- 31 PLF @ 15.0 to 31 @ 32.0 (y=16.21[ 0%1 [MWFRS ASCE Perp/L--][OC 24.00)[DF 1.60][NM 11 26-29 1380 -449 0.32 0.49 0.81 3 4 SP#2 N 3.21 4.52 Diaph 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 0%1 Repetitive Factors Used: Yes 8-10 237 -654 • =Fictious Member=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 13.1 to 60 @ 15.0 [y=16.21(100%) -43 PLF @ 0.0 to -43 @ 5.2 L (y=10.8][100%] 9-10 457 -533 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5][ 0%1 10 PLF @ -2.0 to 10 @ 0.0 [y=16.211 0%1 16-18 570 -1383 ---=Fictions Member=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 15.0 to 60 @ 32.0 [y=16.2][100%) -27 PLF @ 19.9 to -27 @ 30.0 R [y= 9.51[100%] 16-17 306 -743 -=-=Fictions Member=- SP#2 N 0.00 -Vert- ----- 4 PLF @ -2.0 to 4 @ -0.1 [y= 8.51[ 0%1 -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.01(100%] 22-24 051 -295 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- Brg.# 3 Vert.R= 158.5 #Hor.R- 0.0# 10 PLF @ 0.0 to 10@ 14.7 [y=16.21( 0%1 22-23 224 -734 -=-=Fictious Member=— SP 92 N 0.00 -Vert- ----- Brg.# 2 Vert.R= 1682.0 #Hor.R= -0.0# -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5](100 1 14-15 561 572 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- Erg.# 3 Vert.R= 941.5 #Hor.R= -0.0# 12 PLF @ 0.0 to 12 @ 13.1 ly= 9.01110011 13-14 602 478 -=-=Fictious Member-- SP#2 N 0.00 -Vert- ---- ------------- -- - ------ - ------ •_-_-- = 10 PLF @ 15.3 to 10 @ 30.0 1y=16.21[ 0%1 =Fictious Member=- SP#2 N 0.00 -Vert [Partial Unbal. Rtj(OC 24.0011DF 1.25)(NM I) 10 PLF @ 30.0 to 10 @ 32.0 jy=16.21[ 0%] 19-21 478 -602 ---- ----- 20-21 442 -1462 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ---- Reppetitive Factors Used: Yes -43 PLF @ 5.2 to -43 @ 14.8 L 1y=13.1][100%] 0- 1 0 -0 -=-=Fictions Member=- SP#3 0.00 -Vert- ----- 31 PLF @ -2.0 to 31 @ 15.0 [y=16.21[ 01 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 01) 32-33 0 0 -=-=Fictions Member SP#3 0.00 -Vert- ----- 31 PLF @ 15.0 to 31 @ 32.0 [y=16.2][ 0%] 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.0)[100%] 4 PLF @ 30.1 to 40 32.0 y= 8.5][ 0%) 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.01[100%] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 60 PLF @ -2.0 to 60 @ 13.1 y=16.21[100%] -27 PLF @ 15.2 to -27 @ 19.9 R [y=12.01[100%1 10-11 415 -848 0.45 1 4 SP#3 58.52 20 PLF @ 0.0 to 20 @ 30.0 ly= 3.51[ 01 Brg.# 1 Vert.R= -151.3 #Hor.R= 88.3# 11-12 453 -141 0.17 2 4 SP 93 29.65 4 PLF @ -2.0 to 4 @-0.1 (y= 8.51[ 0%1 Brg.# 2 Vert.R= -150.3 #Hor.R= 0.0# 12-14 507 -1039 0.36 1 4 SP#3 44.86 Brg.# 1 Vert.R= 703.2 #Hor.R= -0.0# Brg.#3 Vert.R= 67.9#Hor.R= -0.0# 14-16 767 -1603 0.64 1 4 SP#3 49.48 Brg.#2 Vert.R= 1516.1 #Hor.R= -0.0# 16-21 1423 -680 0.54 1 4 SP#3 71.63 Brg.#3 Vert.R= 332.7 #Hor.R= -0.0# [MWFRS ASCE Perp/R++][OC 24.00]JDF 1.601[NM 1] 21-22 315 -511 0.11 3 4 SP#3 29.65 =________ _ ____ ___ __ _ _ _ _ _ _ __ _ Repetitive Factors Used: Yes 21-25 372 -752 0.40 1 4 SP#3 58.52 [MWFRS ASCE Perp/L++][OC 24.001 DF 1.60][NM 11 -27 PLF @ 0.0 to -27 @ 5.2 L [y=10.81[100%] Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21[ Otl Node X-Loc Y-Loc Plate Cq JSI Method deflY(L) def1Y(T) dxL dxT -10 PLF @ 0.0 to -10 @ 5.2 L [y=10.8][100%1 -10 PLF @ 19.9 to -10 @ 30.0 R [y= 9.51(100'x] 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.05 L/418 0.09 L/260 0.01 0.02 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21[ 0%l 36 PLF @ 30.0 to 36 @ 32.0 R [y= 9.0][100%1 1 -1.85 8.88 - ----- ---- ----- ---- ---- -27 PLF @ 19.9 to -27 @ 30.0 R [y= 9.5](1001) 10 PLF @ 0.0 to 10 @ 14.7 [y=16.2][ 0%] 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- -27 PLP @ 30.0 to -27 @ 32.0 R [p= 9.0][100%] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][10011 3 0.00 9.34 0.00 L/551 0.00 L/342 0.00 0.01 10 PLF @ 0.0 to 10 @ 14.7 [y=16.21[ 01] -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[100%] 4 0.15 9.28 ---- ----- ---- ----- ---- ---- 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.51[100%] 10 PLF @ 15.3 to 10 @ 30.0 [y=16.211 0%] 5 0.15 9.24 3X4(All 0.80 0.34 0.00 L/999 0.00 L/999 0.00 0.00 -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0][100%] 10 PLF @ 30.0 to 10 @ 32.0 (y=16.2][ 0%] 6 0.36 9.43 0.01 L/999 0.02 L/999 0.01 0.02 10 PLF @ 15.3 to 10 @ 30.0 [y=16.21[ 01 -27 PLF @ 5.2 to -27 @ 14.8 L [y=13.11[100%] 7 0.40 9.15 0.01 L/999 0.03 L/999 0.00 0.00 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ O%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] 8 5.23 10.65 5X6 0.80 0.67 N 0.02 L/999 0.06 L/999 0.00 0.01 -10 PLF @ 5.2 to -l0 @ 14.8 L (y=1].11[100%) •12 PLF @ 13.1 to •12 @ 19.9 [y= 9.0][100%] 9 5.23 10.65 ---- ----- ---- ----- ---- ---- 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5]( 0%1 -12 PLF @ 19.9 to -12 @ 30.0 [y= 9.0][100%] 10 5.23 10.65 ---- ----- ---- ----- ---- ---- -12 PLF @ 13.1 to -12 @ 19.9 [y= 9.01[100%) -10 PLF @ 15.2 to -10 @ 19.9 R (y=12.011100%] 11 9.99 9.15 3X4 0.80 0.57 N 0.01 L/999 0.03 L/999 0.00 0.01 -12 PLP @ 19.9 to -12 @ 30.0 [y= 9.0][100%] Brg.#1 Vert.R= -122.1 #Har.R= 89.3# 12 10.24 11.90 3X4 0.80 0.66 N 0.01 L/999 0.02 L/999 0.000.01 -27 PLF @ 15.2 to -27 @ 19.9 R [y=12.0][100%] Brg.#2 Vert.R= -218.0 #Hor.R= 0.0# 13 13.08 9.15 5X6 0.80 0.83 N 0.00 L/999 0.00 L/999 0.00 0.01 Erg .# 1 Vert.R= 97.7#Hor.R= •89.3# Brg.#3 Vert.R= 90.6 #Hor.R= 0.0# 14 13.08 9.15 ---- ----- ---- ----- ---- ----Brg.# 2 Vert.R= -180.6 #Hor.R- 0.0# 15 13.08 9.15 ---- ----- ---- ----- ---- ----Brg.# 3 Vert.R= -166.5 #Hor.R= -0.0# [MWFRS ASCE Perp/R+-](OC 24.001[DF 1.60)[NM 11 16 15.00 13.09 4%5(R) 0.80 0.97 N 0.02 L/999 0.04 L/999 0.01 0.04 ----------------------------------------------= Repetitive Factors Used: Yes 17 15.00 13.09 ---- ----- ---- ----- ---- ---- [MWFRS ASCE Perp/L+-I[OC 24.00][DF 1.60](NM 1) -27 PLF @ 0.0 to -27 @ 5.2 L (y=10.8][100%1 18 15.00 13.09 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes 10 PLF B -2.0 to 10 @ 0.0 (y=116.2][ 0%] 19 19.87 9.15 6X8 0.80 0.73 N 0.05 L/999 0.15 L/999 0.01 0.01 -10 PLF @ 0.0 to -10 @ 5.2 L [p=10.81[100%1 -10 PLF @ 19.9 to -10 @ 30.0 R [y= 9.5][100%1 20 19.87 9.15 ---- ---- ---- ----- ---- ---- 10 PLF @-2.0 to 10 @ 0.0 [y=16.21[ 0%) 36 PLF @ 30.0 to 36 @ 32.0 R (y= 9.0][100%I 21 19.87 9.15 ---- ----- ---- ----- ---- ---- -27 PLF @ 19.9 to -27 @ 30.0 R [y= 9.5][100%] 10 PLF @ 0.0 to 10 @ 14.7 ly=16.211 0%1 22 19.90 11.87 5X6 0.80 0.70 N 0.05 L/999 0.16 L/999 0.00 0.00 -27 PLF @ 30.0 to -27 @ 32.0 R [Y=9.0][1001 -27 PLF @ -2.0 to -27 @ 0.0 L ly= 9.5)[100%j 23 19.90 11.87 ---- ----- ---- ----- ---- ---- 10 PLF 0 0.0 to 10 @ 14.7 [y=16.2][ O%] 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[100%1 10 PLP @ 15.3 to 10 @ 30.0 [y=16.2]1 011 -10 PLF @ 5.2 to -10 3 14.8 L [y=13.1](100%] 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.01(100%I -29 PLF @ 15.2 to -29 @ 19.9 R (y=12.0](100%] 10 PLF @ 30.0 to 10 @ 32.0 (y=16.21[ 0%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.5]( 0%j 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.0)(100%] Brg.# 1 Vert.R= 192.5 #Hor.R= 0.0# -27 PLP @ 5.2 to -27 @ 14.8 L (p=13.1)[loo%1 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0][100%] -27 PLF @ 15.2 to -27 @ 19.9 R (y=12.0](100%1 Brg.#2 Vert.R= 571.1#Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.51[ 011 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.01[100%] • • •IirW# 1 yert.E• 11.5 #04r•R= 88.3# Brg.#3 Vert.R= 266.2#Hor.R= -0.0# 12 PLF @ 13.1 to 12 @ 19.9 Iy= 9.0][10011 -10 PLF @ 15.2 to -10 3 19.9 R [y=12.0][100%] •• •• Irg.#i Vwt.Rs• 4117.3 #H•r.R= -0.0# 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.0][100%] Brg.#1 Vert.R- 125.4 #Hor.R- 0.09 • • • Ikg.#!VAL* 6305.9 #Her.R= -0.09 IC&C ASCE Wind Lt-+I[OC 24.0011DF 1.601IRM 11 -10 PLF @ 15.2 to -10 @ 19.9 R [y=12.0](100%) Brg.#2 VeIt.R- 362.2#Hor.R= -0.0# �AS - --- - Repetitive Factors Used: Yes Brg.# 1 Vert.R= 15.7 #Hor.R= 89.3# Brg.#3 Vert.R= 172.1#Hor.R= -0.0# •?VRS:AS( P, D/R+-]=OC a440Q)(DF 1.601[NM 1] -81 PLF @ 15.2 to -81 @ 18.2 R [y=12.41[100%I Brg.#2 Vert.R= 181.0 #Hor.R= 0.0# __ _ ________ ___ _ __ __ _ _ _ epetr ive Pac ars Used: es 10 PLF"a -2.0 to 10 @ 0.0 [y=16.211 0%] Erg.#3 Vert.R- 279.9 #Hor.R= -0.0# [MWFRS ASCE Parl-+][OC 24.00][DF 1.60][NM 1) -27 PLF @ 0.0 to -27 @ 5.2 L (y=10.8][100%] -149 PLF 0-2.0 to-149 3 0.0 L [y= 9.5][100%] Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 [y=16.21[ 0%J 10 PLF 3 0.0 to 10 @ 1.0 [y=16.21[ 0%1 (MWFRS ASCE Perp/R-+][OC 24.00][DF 1.601 INN 11 -29 PLF @ 0.0 to -29 3 5.2 L [y=10.81(100%] • •• -10 LF @ 19 9 to -10 30.0 P,jy=9.5][100%] -54 PLF @ 18.2 to -54 @ 19.9 R [y=12.01[100%] Repetitive Factors Used: Yes 10 PLF @ -2.D to 10 @ 0.0 (y=16.2)[ D%] • • • 36.4IP @ 3Q�ro 36.432.0 -(y= 9.0][100%] -54 PLF @ 1.0 to -54 @ 5.2 L [y=10.8][100%] -27 PLF @ 0.0 to -27 @ 5.2 L [y=10.81[100%] -29 PLF @ 19.9 to -29 3 30.0 R [y= 9.5][100%] • • •• •31 W @ 6.Otto•31 @•14.7 e(Isl6.21I 0%1 10 PLF 3 1.0 to 10 @ 14.7 (y=16.21[ 0%1 10 PLF @ -2.0 to 10 @ 0.0 [pp=16.2][ 0%] -29 PLF @ 30.0 to -29 3 32.0 R (y=9.0][100%) • • • • -27!LF @•2.P to -27! O.OaL =9.5](100%) -54 PLF @ 19.9 to -54 @ 32.0 R [y= 9.01[100%1 -43 PLY @ 19.9 to -43 @ 30.0 R [y= 9.51[100%] 10 PLF @ 0.0 to 10 @ 14.7 [y=16.2]( 0%I • • • • 1201F @ a.0 to 12 9013.10[ 0](100%] 10 PLF 3 15.3 to 10 @ 18.3 1y=16.21[ 0%j -89 PLF @ 30.0 to -89 @ 32.0 R ly= 9.01[100%] -29 PLF @-2.0 to -29 3 0.0 L [y=9.5][100%] • • 31 F•@ 151 to 31•@•3 .0 [F16.2]( 0%I -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[100%] 10 PLF @ 0.0 to 10 @ 14.7 [yy=16.21[ 0%) -12 PLF @ 0.0 to -12 3 13.1 [y= 9.01[100%) 31 PLF @ 30.0 to 31 @ 32.0 [pp=16.2][ 0%] -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.7](100%] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] 10 PLF @ 15.3 to 10 @ 30.0 (y=16.21[ 0%] -27 PLF @ 5.2 to -27 @ 14.8 L [y=13.1][103%) 10 PLF 3 18.3 to 10 @ 32.0 [y=16.21[ 0%) -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0](100%) 10 PLP @ 30.0 to 10 @ 32.0 (yy=16.2][ 01 20 PLF @ 0.0 to 20 @ 30.0 [y=3.51( 0%] -12 PLF @ 13.1 to -12 @ 19.9 [y= 9.0](100%) 10 PIF @ 15.3 to 10 @ 30.0 [y=16.21( 0%] -29 PLF @ 5.2 to -29 3 14.8 L [y=13.1](100%] ••• 12 PIF @ !1 to 0 i2•@ j I•(y= 9.01[100%] -12 PLF @ 19.9 to -12 @ 30.0 [y= 9.011100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21( 0%] 10 PLP @ 0.0 to 10 @ 30.0 Iy= 3.51( 0%1 • •••12•PL�@ 3.90•j2 @ 3 j (y= 9.01[100%] 10 PLF 3 0.0 to 10 @ 30.0 (y= 3.511 0%I -27 PLP @ 5.2 to -27 @ 14.8 L [y=13.11(100%) -12 PLF @ 13.1 to -12 3 19.9 [y= 9.0](100%1 • • •-16 P14 @•lr•2 too-10 @ 19.61 R (y=12.0](103%] -54 PLF @ 5.2 to -54 @ 14.8 L [y=13.1](100%) 10 PLP @ 0.0 to 10 @ 30.0 [y=3.51[ 0%] -12 PLF @ 19.9 to -12 3 30.0 (y= 9.0](100%) • • •Brl.#!vat.& •178.5 #Hos R= 89.3# -12 PLF @ 13.1 to -12 @ 19.9 [y=9.0][100%] -29 PLF @ 15.2 to -29 3 19.9 R [y=12.0][100%) •• • •Brg.j 2 Vftt.R- "Pfi #&Hbr.R= -0.09 [C&C ASCE Wind Rt-+][OC 24.00][DF 1.60][NM 11 -12 PLF @ 19.9 to -12 @ 30.0 [y= 9.0][100%1 Brg.# 1 Vert.R= -108.0 #Hor.R- 0.0# Brg.#3 Vert.R= 517.9 #Hor.R= -0.09 Repetitive Factors Used: Yes -43 PLF @ 15.2 to -43 @ 19.9 R 1y=12.01(100%1 Brg.#2 Vert.R= -411.5 #Hor.R= 0.09 _ _ ___ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ -54 PLF @ 19.9 to -54 @ 29.0 R [y= 9.7][100%] Brg.# 1 Vert.R= -71.3 #Hor.R= -88.3# Brg.#3 Vert.R= -161.1 #Hor.R= -0.09 jMWFRS ASCE PrpD/R--I[OC 24.001[DF 1.601[NM 11 -81 PLF @ 29.0 to -81 @ 30.0 R (y= 9.5](10011 Brg.# 2 Vert.R= -512.4 #Hor.R= 0.00 _-_-_-_-_•-------- ------ --------------= Repetitive Factors Used: Yes 10 PLF 3 -2.0 to 10 @ 11.8 1y=16.2][ 01 Srg.# 3 Vert.R= -376.0 #Hor.R= 0.0# [MWFRS ASCE Parl--j[OC 24.001[DF 1.60)(MM 1] -27 PLF @ 0.0 to -27 @ 5.2 L [y=10.8][100%) -81 PLF @ 11.8 to -81 @ 14.8 L [y=13.1]1100%] ------------------------------------ --------= Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 [y=16.21[ 0%] 10 PLF 3 11.8 to 10 @ 14.7 [y=16.211 0%] (MWFRS ASCE Perp/R--)(OC 24.00][DF 1.601(NM 11 -29 PLF @ 0.0 to -29 3 5.2 L 1y=10.8][100%] -43 PLF @ 19.9 to -43 @ 30.0 R [y= 9.5](100%1 -149 PLF @ 30.0 to -149 9 32.0 R (y= 9.01[100%1 Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21[ 0%) -B9 PLF @ 30.0 to -89 @ 32,0 R [y= 9.0]1100%) -54 PLF @ -2.0 to -54 8 5.2 L 1y=10.8][100%1 -27 PLF @ 0.0 to -27 @ 5.2 L 1y=10.8](100%I -29 PLF @ 19.9 to -29 3 30.0 R (y= 9.51(100%] 31 PLF @ 0.0 to 31 @ 14.7 (y=16.21( 0%) 10 PLF 3 15.3 to 10 @ 29.0 1y=16.2]( 0%) 10 PLF @ -2.0 to 10 @ 0.0 (yy=16.21( 0%j -29 PLF @ 30.0 to -29 3 32.0 R (y= 9.01(100%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y=9.51[100%] -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01(100%) -43 PLF @ 19.9 to -43 @ 30.0 R [y= 9.5][100%) 10 PLY @ 0.0 to 10 @ 14.7 1y=16.21[ 0%] 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.011100%] 30 PLF a"29.0 to 10 @ 30.0 [y=16.211 0%] -89 PLF @ 30.0 to -89 @ 32.0 R (y= 9.0)[100%] -29 PLF @ -2.0 to -29 3 0.0 L [y= 9.51[100%] 31 PLF @ 15.3 to 31 @ 30.0 (y=16.21[ 0%] -54 PLF @ 15.2 to -54 @ 19.9 R [y=12.01[100%1 10 PLF @ 0.0 to 10 @ 14.7 (pp=16.2]( 0'11 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0](100%I 31 PLF @ 30.0 to 31 @ 32.0 (yy=16.21( 0%I 10 PLF 3 30.0 to 10 @ 32.0 [y=16.21[ 0%] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[100'1] 10 PLF @ 15.3 to 10 @ 30.0 [y=16.21( 0%I •27 PLF @ 5.2 to -27 0 14.8 L (y=13.1](100%1 -12 PLF @ 13.1 to -12 @ 19.9 ly= 9.01[100%] 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.0](100%J 10 PLF @ 30.0 to 10 @ 32.0 [p=16.211 0%] 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5][ 0%1 -12 PLY @ 19.9 to -12 @ 30.0 1y= 9.0]1100%] 10 PLF @ 15.3 to l0 @ 30.0 (y=16.2][ 0%1 -29 PLF @ 5.2 to -29 3 14.8 L [y=13.1][100%] 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0][100°x1 10 PLF s" 0.0 to 10 @ 30.0 ly= 3.5)[ 0°s1 10 PLF @ 30.0 to 10 @ 32.0 (y=16.21( 0%) 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.511 0%] 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.01(100%) -54 PLF @ 5.2 to -54 @ 11.8 L (y=12.4][100%] -27 PLF @ 5.2 to -27 @ 14.8 L [y=13.11[100%) 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.01[100%] -43 PLF @ 15.2 to -43 @ 19.9 R (y=12.01[100%1 = 10 PLF @ 0.0 to 10 @ 30.0 (y= 3.5)[ 0%] 12 PLY @ 19.9 to 12 @ 30.0 (y= 9.01[10011 Brg.# 1 Vert.R= 229.2 #Nor.R= -88.3# lC&C ASCE Wind Lt--1[0C 24.00][DF 1.601[NM 1] 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0)[100%] -29 PLF @ 15.2 to -29 3 19.9 R [y=12.0][100%] Brg.# 2 Vert.R= 470.2#Hor.R= -0.0# Repetitive Factors Used: Yes 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.011100%] Brg,# 1 Vert.R= 29.7 #Hor.R= 0.09 Erg.#3 Vert.R= 51.3 #Hor.R= -0.0# -81 PLF @ 15.2 to -81 @ 16.2 R [y=12.41[100%1 -43 PLY @ 15.2 to -43 @ 19.9 R (y=12.0)[100%] Brg,#2 Vert.R= -12.5 #Hor.R- 0.0# =-=.......__ _ _ _ _ _ _ _ _ _ __ _ __ __ 10 PLF 3 -2.0 to 10 @ 0.0 1y=16.21[ 0%] Brg.# I Vert.R= 66.4 #Hor.R= -88.34 Brg.# 3 Vert.R= 28.1 #Hor.R= -0.0# [MWFRS ASCE PrlD+-][OC 24.00][DF 1.601INM 11 -149 PLF @ -2.0 to -149 9 0.0 L [y= 9.5][100%] Brg.#2 Vert.R= -113.4 #Hor.R= 0.0# __ - _ - _= Repetitive Factors Used: Yes 10 PLF 3 0.0 to 10 @ 1.0 [y=16.21[ 01 Brg.#3 Vert.R= -186.7 #Hor.R= -0.0# IMWFRS ASCE PrpD/L+-][OC 24.00][DF 1.601 IN 11 -10 PLF @ 0.0 to -10 @ 5.2 L [y=10.8][100%] -54 PLF @ 18.2 to -54 @ 19.9 R [y=12.0]1100%] Repetitive Factors Used: Yes 31 PLF @-2.0 to 31 @ 0.0 (y=16.21[ 0%] -54 PLF @ 1.0 to -54 @ 5.2 L [y=10.81[100%] [MWFRS ASCE Parl++](OC 24.D0][DF 1�60][NM 1] -10 PLF @ 0.0 to -10 3 5.2 L (y=10.8][100%] -10 PLF @ 19,9 to -10 @ 30.0 R [y=9.51[100%] 10 PLF 3 1.0 to 10 @ 14.7 [y=16.21[ 0%] Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 (pp=16.21( 0%] -10 PLF @ 30.0 to -10 @ 32.0 R (y= 9.0][100%] -54 PLF @ 19.9 to -54 @ 32.0 R [y=9.0][100%] -10 PLF @ 0.0 to -10 @ 5.2 L [y=10.81[100°1] -27 PLF @ 19.9 to -27 3 30.0 R [y=9.5][100%] 31 PLF @ 0.0 to 31 @ 14.7 [y=16.21[ 0%I 10 PLF 3 15.3 to 10 @ 18.3 (y=16.21[ 0%I 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21[ 0%] -27 PLF @ 30.0 to -27 3 32.0 R [y=9.0][100%] -10 PLF @-2.0 to -10 @ 0.0 L [y=9.5][100%] 12 PLF 3 0.0 to 12 @ 13.1 ly= 9.0][100%1 -10 PLF @ 19.9 to -10 @ 30.0 R [y= 9.5)[100%] 31 PLF @ 0.0 to 31 @ 14.7 [y=16.2][ O%j 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0](100%J -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.7][100%] -10 PLF @ 30.0 to -10 @ 32.0 R ly= 9.0)(100%) 36 PLF @-2.0 to 36 @ 0.0 L (y= 9.5][100%] 31 PLF @ 15.3 to 31 @ 30.0 (y=16.21[ 0%] 10 PLF 9 18.3 to 10 @ 32.0 [y=16.21[ 0%] 10 PLF @ 0.0 to 10 @ 14.7 [yy=16.2]( 0%I 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.0][100%) 31 PLP @ 30.0 to 31 @ 32.0 (y=16.21[ 0%] 12 PLF 3 13.1 to 12 @ 19.9 [y= 9.01[100%] -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][100%1 31 PLF @ 15.3 to 31 @]0.0 [y=16.2][ 0%] 10 PLF @ 5.2 to -10 @ 14,8 L (y-13.11[loot] 12 PLF 3 19.9 to 12 @ 30.0 [y= 9.0][100%] -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0][100%] 31 PLF @ 30.0 to 31 @ 32.0 [y=16.21[ 0%] 20 PLF @ 0.0 to 20 @ 30.0 (y=3.5][ 0%1 10 PLF 9 0.0 to 10 @ 30.0 [y=3.511 0%] 10 PLF @ 15.3 to 100 30.0 [y=16.2]1 0%I -10 PLF @ 5.2 to -10 3 14.8 L [p=13.11[100%] 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.0](100%1 -54 PLF @ 5.2 to -54 @ 14.8 L [y=13.11[100%1 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 01 20 PLF @ 0.0 to 20 @ 30.0 (y=3.51[ 0%1 12 PLF @ 19.9 to 12 @ 30.0 Iy- 9.01(100%] -10 PLF @ 5.2 to -10 @ 14.8 L jy=13.11[100%] 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.01[100%1 -10 PLF @ 15.2 to -10 @ 19.9 R (y=12.01[1C0%) [C&C ASCE Wind Rt--j(OC 24.001(DF 1.60](NM 1] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.0](100%] Brg.# 1 Vert.R= 288.1 #Hor.R= 0.09 Repetitive Factors Used: Yes -12 PLF @ 13.1 to -12 @ 19.9 [y= 9.0]1100%] -27 PLF @ 15.2 to -27 3 19.9 R [y=12.0][1001 Brg,# 2 Vert.R= 945.8 #Hor.R= -0.09 -54 PLF @ 19.9 to -54 @ 29.0 R [y= 9.7][100%] -12 PLF @ 19.9 to -12 @ 30.0 [y=9.0)[100%] Erg.# 1 Vert.R= 398.2#Hor.R= -89.3# Brg.# 3 Vert.R= 410.2 #Hor.R= -0.0# -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.51[100%1 -10 PLF @ 15.2 to -10 @ 19.9 R Iy=12.0][10011 Brg.#2 Vert.R= 802.0 #Hor.R= -0.0# _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _____ _ _ 10 PLF 3 -2.0 to 10 @ 11.8 (y=16.21[ 0%1 Brg.# 1 Vert.R= -12.4 #Hor.R= 0.0# Erg.#3 Vert.R= 260.9 #Hor.R= -0.0# [MWFRS ASCE PrDl--][OC 24.00](DF 1.60][NN 11 -81 PLF @ 11.8 to -81 @ 14.8 L [y=13.1][100%] Brg.#2 Vert.R= -36.8 #Hor.R= 0.0# __ _ __........... __ _ _ =-_=- Repetitive Factors Used: Yes SO PLF 3 11.8 to 10 @ 14.7 (y=16.21( 0°11 Brg.# 3 Vert.R= -17.1 #Hor.R= -0.0# [MWPRS=ASCE PrpD/L--][OC=24.00)[DF=1.601(NM 11 -29 PLF @ 0.0 to -29 @ 5.2 L [y=10.8][100%] -149 PLF @ 30.0 to-149 3 32.0 R [y= 9.0][100%] Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 [y=16.21[ 0%I -54 PLF @ -2.0 to -54 @ 5.2 L [y=10.8](100%] [MWFRS ASCE Parl+-J(OC 24.00)[DF 1.60][MM 1] -43 PLF @ 0.0 to -43 3 5.2 L (y=10.8][100%) -29 PLF @ 19.9 to -29 @ 30.0 R [y=9.5][100%J SO PLF 3 15.3 to 10 @ 29.0 [y=16.21[ 0%j Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 (y=16.21[ 0%I -29 PLF @ 30.0 to -29 @ 32.0 R [y=9.01(100%] 12 PLF 3 0.0 to 12 @ 13.1 (y= 9.01(100%1 -10 PLF @ 0.0 to -10 @ 5.2 L [y=10.81[100%] -27 PLF @ 19.9 to -27 3 30.0 R [y= 9.51[100%) 31 PLP @ 0.0 to 31 @ 14.7 (y=16.211 0%] 10 PLF 3 29.0 to 10 @ 30.0 [y=16.2][ D%] 10 PLF @ -2.0 to 10 @ 0.0 [y=16.2][ 0%] -27 PLF @ 30.0 to -27 9 32.0 R Jy= 9.0](100%] -29 PLF @-2.0 to -29 @ 0.0 L [y= 9.5)[100%] -54 PLF @ 15.2 to -54 @ 19.9 R [y=12.01(100%1 -10 PLF @ 19.9 to -10 @ 30.0 R ly- 9.51(100%] 31 PLF @ 0.0 to 31 @ 14.7 (y=16.21[ 0%] 12 PLF @ 0.0 to 12 @ 13.1 Iy= 9.0][100%I 10 PLF 3 30.0to 10 @ 32.0 (y=16.21[ 0%I -10 PLF @ 30.0 to -10 @ 32.0 R ly= 9.01[100%] -89 PLF @ -2.0 to -89 3 0.0 L [y=9.5][100%] 31 PLF @ 15.3 to 31 @ 30.0 [y=16.21[ 0%I 12 PLF 3 13.1 to 12 @ 19.9 ly= 9.01(100%J 10 PLF @ 0.0 to 10 @ 14.7 [yy=16.2]( 0%1 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01[100%] 31 PLF @ 30.0 to 31 @ 32.0 [pp=16.21[ 0%1 12 PLF a^19.9 to 12 @ 30.0 ly= 9.0)[100%1 -10 PLP @ -2.0 to -10 @ 0.0 L [y= 9.51(100%1 31 PLF @ 15.3 to 31 @ 30.0 (y=16.21[ 0%] -29 PLF @ 5.2 to -29 @ 14.8 L [y=13.11(100%1 10 PLF 3 0.0 to 10 @ 30.0 [y= 3.51[ 01 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0)[100%] 31 PLF @ 30.0 to 31 @ 32.0 (y=16.21[ 0%] 20 PLF @ 0.0 to 20 @ 30.0 [y=3.511 0%J -54 PLF @ 5.2 to -54 @ 11.8 L [y=12.4]1100%] 10 PLF @ 15.3 to 10 @ 30.0 (y=16.21[ 01 -43 PLF @ 5.2 to -43 3 14.8 L (y=13.1][100%1 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0]1100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 011 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51( 0%) 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.01[100%! (C&C ASCE Wind Lt--D][OC 24.001[DF 1.601[NM 11 Repetitive Factors Used: Yes -81 PLF© 15.2 to -81 ®18.2 R [y=12.41[100%j 31 PLF® -2.0 to 31® 0.0 [y=16.21[ 0%] -149 PLF B -2.0 to -149 m 0.0 L (y= 9.5)[100%] • • ••• • • • ••• 31 PLF® 0.0 to 31® 1.0 [y=16.211 0%] •• •• • • • •• •• • -54 PLF a 18.2 to -54 ® 19.9 R (y=12.0](100%1 • • • • • • • • • • -54 PLF 0 1.0 to -54 ® 5.2 L [y=10.8)[100%] • • • ••• • • • 31 PLF 9 1.0 to 31 ® 14.7 [p=16.21[ 0%] • • • • • • • • -54 PLF 0 19.9 to -54 a 32.0 R [y= 9.0][100%] • • ••• • • • • ••• 31 PLF® 15.3 to 31® 18.3 [y=16.21( 0%] 12 PLF® 0.0 to 12® 13.1 [yy= 9.0](100%] -81 PLF® 0.0 to -81 ® 1.0 L ly= 9.7][10011 31 PLF 0 18.3 to 31 ® 32.0 [y=16.21[ 0%1 ••• •• • ••• •s ••• 12 PLF® 13.1 to 12® 19.9 [y= 9.0][100%] • • •• • • • • • • •• 12 PLF® 19.9 to 12®30.0 [y= 9.0][1001 • • • • • • • • • • 20 PLF® 0.0 to 20 9 30.0 (y= 3.51( 01 • • • • • • • • • • -54 PLF® 5.2 to -54 ® 14.5 L (y=13.11(100%j • • 006 • 099 • [CEC ASCE Wind Rt--D][OC 24 00](DF=1.60)(NM 11 Repetitive Factors Used: Yea -54 PLF a 19.9 to -54 9 29.0 R (y= 9.71[100%] •• • • • •• ••• •• -81 PLF 9 29.0 to -81®30.0 R [y= 9.51[100%] •• 0.0 0 0 0 0• •• 31 PLF® -2.0 to 31 @ 11.5 [y=16.21( 01 • • • • • •• • • -81 PLF 8 11.8 to -51® 14.8 L (y=13.11(100%] • • • • • • • • • 31 PLF© 11.8 to 31® 14.7 [y=16.21[ 0%j •• • • • • • ••• •• -149 PLF 9 30.0 to -149 ®32.0 R [y= 9.0](100%) -54 PLF 0 -2.0 to -54 ® 5.2 L [y=10.81[100%] 31 PLF 8 15.3to 31®29.0 [y=16.2]1 0%] 12 PLF 8 0.0 to 12 a 13.1 [y= 9.0111001 31 PLF N 29.0 to 31 B 30.0 [y=16.21[ 0%] -54 PLF 0 15.2 to -54 ® 19.9 R [y=12.01[100%] 31 PLF 9 30.0 to 31 ® 32.0 [y=16.21( 0%] 12 PLF 8 13.1 to 12 8 19.9 [y= 9.0][100%] 12 PLF© 19.9 to 12®30.0 (y= 9.011100°%] 20 PLF® 0.0 to 20 ® 30.0 (y= 3.51[ 0%j -54 PLF® 5.2 to -54 A 11.8 L [y=12.41[100%1 Job: 16175N /A7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • 9:9 176 mpl•wind,116.000 mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C, Top chord 2x4 SP#2 N •• 40: :nd rC: ;8T. .f,:nd BC DL=5.0 psf.GCpi(+/-)=0.18 Bot chord 2x4 SP#2 N PC loos and jeactlns based on MWFRS with additional C&C member design. Webs 2x4SP#3 • • ••• • • • • ••• :Lt Level Return 2x4 SP#3::Rt Level Return 2x4 SP#3: Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. 000 •• ••• •i MWro4Woads tamed o0 trusses located at least 15.00 ft.from roof edge. • • •• • • • • • • •• • • • • • • • • • • • • • • • • • ••• •• •• •••• •• •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• F 15' -{- 15' T 1114X5(R) 12 3 v 05X8 05X8 m ®1.5X4 1.5X4 m 'v la3X4(A1 m3X4(At) s-rs a2X4(R 82X4(R) 1 a3X4 86X8 a y 05 13'1" 16111" �--2' + 30' R=702#U=288#RL=90/-90#W=8" R=2227#U=5599 W=8" R=941#U=376#W=8" (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE=2'0"12 RIGHT RAKE=2'0"12 SEQ= 325580 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESIMI.2007FTIRTv20%(0%y1(0) QTY=1 TOTAL=1 REV. 15.01.010.0611.00 SCALE=0.2500 "WARN Nal"READ AND FOLLOW ALL NOTES ON THIS DRA NGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF I—regL&e edreme care N fabrkedng•Nig,aNPPNB,h ata0ng 8=1WMIre.Refer W1revs,We 1a 9 eaalm of Best(Buamng cum—d Saw tnfannafmn,by TPI am WrcA)for safety TC DL 15.0 psf DATE 05-31-2016 P+ecOma Prt W P—ft these furroilone.InetBOere and W.M.Wmpomry braer9 Per SCSI. uldaaa IwWa ana„aae.fop chord shah nava Property attached amrcturai shut"atd borWm word FLORIDA .hd1 pram vaaMWeMaftchedr%ldm ng.Locatb=atomfaperrne�d�le�raahaMofrvabs BC DL 10.Opsf DRWG shahave hbmWg hmWed per BCSI secfiw B3,B7 or B10,ea epplimbb.Ap*pletm W men face P.M.e hmandttme.WeuDmava,unseam QUALITY TRUSS ea �hendae. BC LL 0.0psf Refer W dravd�s 130A•Z fm sWldartsrWard piste poeabm. INV euhdirg Comporrerda Group Inc.shed rmt ba raepwmlNe far arty deviatbn from UW dmwing, wry feNoe to baba dre buss N cwlfomwnce vdlh ANSPTPI 1.or fm har ft,ehlpphrg,h bRatbn crcmgofbusam. TOT.LD. 55.Opsf 0/A LEN. 30 TEL:(954)975-3384 A.au an mr dmwbtp a PPvu PROs W14 Bus dmwft,hft9n meptenm of prefeubrW FAX: 97"980 v" a � i d � 34PARICCEMaALULVD. f..Y —W�,du � 8. DUR.FAC. 1.25 JOB*16175N Fm mora Wormadon em We "°egemmmeap bd trheaeweCC: SPACING 24.0" ror�.uvosEaca,FL33064 ITWaDG:vNrvrBWncg.com;TPl:www.rw�r.wg;wTCA:wxw.ebolr�duatry.mm:ICC:www.Iccmfe.org TYPE COMN 24 19.90 11.97 -- 10 PLF @ 0.0 to 10 @ 30.0 [y=16.21( 04] (ALPINE)[FEC2014Res/TPI-2007][A7][16175N/1] 25 24.77 10.65 1.5X4 0.80 0.49 N 0.07 L/999 0.20 L/999 0.00 0.01 10 PLF @ 30.0 to 10 @ 32.0 (y=16.21( 041 [TCLL 30.0][TCDL 15.0][BCDL 10.0][BCLL 0.0](DF 1.25)(OC 24.011NM 1](SOFFIT 2.01 , • ,,26 X9.60 9.15 0.01 9.640 9.43• ••• 0.01 L/999 0.01 L999 0.02 /999 0.01 0.02 10 PLF @ 10.0 to 10 @ 30.0 [y3151(j[0414j •• •a •28 • 20.85.09.2!• • .:-- ----- ---- ----- ---- ---- 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.0][10041 (STD.AUTO.LOAD][OC 24.001[OF 1.251=NM?] • 029 • 2!.850 9024.3X4(R1) 0.80 0.67 0.00 L/999 0.00 L/999 0.01 0.01 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.01[10041 ===Bearings==[X-Locj[React][Min Size Req]== Repetitive Factors Used: Yes a t0 :30 :•3 .00: 9.34: : 0.00 L/571 0.00 L/355 0.01 0.01 -27 PLF @ 15.0 to -27 @ 19.9 R [y=12.0)[1004] [ 0.001[ 70211 90h)[0.131 [12.751[ 22271[0.26] (29.331[ 941110.131 31 PLF @ -2.0 to 31'@ 15.0 (y=yt.2j( II4]•" 0 3 .09• B.64 0 0 0• ---- ----- ---- ----- ---- ---- Brg.#1 Vert.R= 235.4 #Hor.R= -90.2# 31 PLF @ 15.0 to 31 @ 32.0 (y=16.2]( 041 32 31.85 8.88 2X4(R) 0.80 0.50 N 0.05 L/431 0.09 L/252 0.02 0.04 Brg.# 2 Vert.R= 215.7 #Hor.R= 0.0# 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 041 33 31.85 8.88 ---- ----- ---- ----- -- ---- Brg.# 3 Vert.R= 22.6 #Hor.R= 0.0# EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 60 PLF @-2.0 to 60 @ 15.0 (y=16.2)(10041 1- 3 42 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd 20 PLF @ 0.0 to 20 @ 30.0 (yp 3.51[,it) , , , ,, [MWFRS ASCE Perp/L-+][OC 24.00]IN 1.60][NM 11 6- 8 235 -764 0.00 0.62 0.62 27 4 SP#2 N 60.21 3.00 Plywd 60 PLF @ 15.0 to 60 @ 32.00[y=16.2].[1004] •• • • •• • Repetitive Factors Used: Yes 8-10 598 -461 0.14 0.57 0.71 1 4 SP#2 N 62.02 3.00 Plywd 4 PLF @ -2.0 to 4 @ -0.10[y=08.50[s 04]• • • • • • •• -43 PLF @ 0.0 to -43 @ 10.2 L [y=12.Oj[1004] 11-18 1389 -585 0.30 0.57 0.87 1 4 SP#2 N 58.85 3.00 Plywd Brg.# 1 Vert.R= 581.8 #Hor.h: • 000#• • • • • • • 10 PLF @ -2.0 to 10 @ 0.0 (y=16.21( 041 17-24 305 -850 0.01 0.45 0.46 3 4 SP#2 N 60.65 -3.00 Plywd Brg.#2 Vert.R= 2227.2#Hor.K--•0.0+0 0 , , 0,• • , •,• -27 PLF @ 19.9 to -27 @ 30.0 R (y= 9.5][1004] 23-25 224 -840 0.00 0.44 0.44 3 4 SP#2 N 60.21 -3.00 Plywd Erg.#3 Vert.R= 869.1 #Hor.R= 0.0 -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.0111004] 25-27 531 -1568 0.00 0.64 0.64 28 4 SP#2 N 60.21 -3.00 Plywd=---------------------------------------------- -89 PLF @ -2.0 to -89 @ 0.0 L (y= 9.51(1004) 30-33 42 0 0.00 0.52 0.52 24 4 SP#2 N 22.89 -3.00 Plywd (FBC pass#21[OC 24.00](DF 1.251(NM 1] -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[1004] 7- 9 690 -202 0.09 0.73 0.82 2 4 SP#2 N 115.08 -0.00 Diaph Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 30.0 fy=16.2)( 041 9-15 576 565 0.00 0.65 0.65 2 4 SP#2 N 37.17 -0.00 Diaph 31 PLF @-2.0 Co 31 @ 15.0 [y=�6�2tI a1 ,•, :•, :•• ,•• 10 PLF @ 30.0 to 10 @ 32.0 (y=16.21[ 041 13-19 471 -605 0.00 0.56 0.56 2 4 SP#2 N 81.42 -0.00 Diaph 31 PLF @ 15.0 to 31 @ 32.0 [y=16.2][ $}, , , , , ,, , -43 PLF @ 10.2 to -43 @ 15.0 L (y=13.2][1004] 20-26 1461 -443 0.23 0.72 0.95 2 4 SP #2 N 116.83 -0.00 Diaph 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.5}[ 64]• • • 0• • • 10 PLF @ 0.0 to 10 @ 30.0 [y=3.5]( 04) 0- 2 1 0 0.00 0.03 0.03 1 4 SP #3 21.41 -1.64 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.5f(104t]• • • • • • • -12 PLF @ 13.1 to -12 @ 19.9 (y= 9.0)(1004) 31-32 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 1.64 20 PLF @ 0.0 to 20 @ 30.0 1y=03?5j( Ilk]0 • • • ••• •• -12 PLF @ 19.9 to -12 @ 30.0 Iy= 9.01[1004] 4- 5 541 -753 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 4 PLF @ -2.0 to 4 @ -0.1 [y= 8.5][ 041 -27 PLF @ 15.0 to -27 @ 19.9 R [y=12.0][1004] 4- 6 144 -871 0.00 0.51 0.51 23 4 SP#2 N 3.16 8.46 Plywd Brg.# 1 Vert.R= 393.9 #Hor.R= 0.0# Brg.# 1 Vert.R= -288.2 #Hor.R= 89.3 3- 4 170 -74 -=-=Fictious Member=-=- SP#2 N 1.90 -5.04 ----- Brg.# 2 Vert.R= 1300.4 #Hor.R= 0.0# Erg.#2 Vert.R= -559.3 #Hor.R= -0.0# 6- 7 556 -117 -_-= Plate Member=-_- PLATE MEMBER 3.47 -97.48 ----- Erg.# 3 Vert.R= 561.7 #Hor.R= 0.0# Brg.#3 Vert.R= -122.0 #Hor.R= -0.09 5- 7 612 -299 0.03 0.49 0.52 2 4SP#2N 3.21 -4.52 Diaph 28-29 627 -891 -_-= Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- [Partial Unbal. LtIIOC 24.00][DF 1.25][NM 11 [MI4FRS ASCE Perp/L--][OC 24.00)[DF 1.60](NM 1] 27-28 513 -1591 0.02 0.53 0.56 3 4 SP#2 N 3.16 -8.46 Plywd Repetitive Factors Used: Yes Repetitive Factors Used: Yes 28-30 170 -74 -=-=Fictious Member=-=- SP#2 N 1.90 5.04 ----- 31 PLF @ -2.0 to 31 @ 15.0 [y=16.21[ 04] -43 PLF @ 0.0 to -43 @ 10.2 L (y=12.0][10041 26-27 507 -69 -_-=Plate Member=-_- PLATE MEMBER 3.47 97.48 ----- 31 PLF @ 15.0 to 31 @ 32.0 [y=16.2]1 041 10 PLF @ -2.0 to 10 @ 0.0 1y=16.2]( 041 26-29 1378 -449 0.32 0.49 0.81 3 4 SP 92 N 3.21 4.52 Diaph 4 PLF @ 30.1to 4 @ 32.0 [y= 8.51[ 04] -27 PLF @ 19.9 to -27 @ 30.0 R lY= 9.51[10041 10-12 598 -448 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 13.1 to 60 @ 15.0 [y=16.2][1004) -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.0][1004] 11-12 585 -1284 -=-=Fictions Member=- SP#2 N 0.00 -Vert- ----- 20 PLF @ 0.0 to 20 @ 30.0 [y= 3.51[ 04] -89 PLF @ -2.0 to -B9 @ 0.0 L [y= 9.5](1004] 16-18 573 -1389 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ----- 60 PLF @ 15.0 to 60 @ 32.0 [y=16.2][1004] 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.01(1004] 16-17 305 -742 -=--Fictions Member=- SP#2 N 0.00 -Vert- ----- 4 PLF @-2.0 to 4 @-0.1 [y= 8.5]( 041 10 PLF @ 0.0 to 10 @ 30.0 [y=16.2)1 041 22-24 850 -293 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- -----Erg.# 1 Vert.R- 157.9 #Hor.R= -0.0# 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 041 22-23 224 -732 -=--Fictions Member=- SP#2 N 0.00 -Vert- -----Brg.# 2 Vert.R= 1683.0#Hor.R= -0.0# -43 PLF @ 10.2 to -43 @ 15.0 L [y=13.2](1004] 14-15 565 -576 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- -----Brg.# 3 VeIt.R- 941.1 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 041 13-14 605 -471 -=-=Fictions Member=-=- SP#2 N 0.00 -Vert- ----- ---------------- ------------- -----=-__-_= 12 PLF @ 13.1to 12 @ 19.9 (y= 9.0][1004] 19-21 471 -605 -=-=Fictious Member=-=- SP#2 N 0.00 -Vert- ----- [Partial Unbal. Rt)[OC 24.001[DF 1.251[NM 11 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.01[1004] 20-21 443 -1461 -=-=Fictious Member=- SP#2 N 0.00 -Vert- ---- Reppetitive Factors Used: Yes -27 PLF @ 15.0 to -27 @ 19.9 R (y=12.01[1004] 0- 1 0 -0 - -=Fictious Member=- SP 13 0.00 -Vert- ----- 31 PLF @-2.0 to 31 @ 15.0 [y=16.21[ 041 Brg.# 1 Vert.R= -150.5#Hor.R= 89.3 32-33 0 0 -=-=Fictions Member=- SP#3 0.00 -Vert- ----- 31 PLF @ 15.0 to 31 @ 32.0 [y=16.21[ 041 Brg.#2 Vert.R= -160.0 #Hor.R= 0.0# 4 PLF @ 30.1 to 4 @ 32.0 [y= 8.51[ 04] Brg.#3 Vert.R= 67.1 #Hor.R= -0.0# EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 60 PLF @ -2.0 to 60 @ 13.1 fy=16.21[1004] - - _ _ __ _ -- _ - 8- 9 424 -859 0.46 1 4 SP#3 58.52 20 PLF @ 0.0 to 20 @ 30.0 [y=3.5]( 041 (MWFRS ASCE Perp/R++)[OC 24.001[DF 1.601[NM 11 9-12 454 -143 0.17 2 4 SP#3 29.65 4 PLF @ -2.0 to 4 @-0.1 [y= 8.5][ 04] Repetitive Factors Used: Yes 12-14 499 -1035 0.36 1 4 SP#3 44.86 Brg.# 1 Vert.R= 702.2#Hor.R= -0.0# -27 PLF @ 0.0 to -27 @ 10.2 L [y=12.0][1004] 14-16 788 -1608 0.64 1 4 SP#3 49.48 Brg.#2 Vert.R= 1517.7#Hor.R- -0.0# 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21( 04] 16-21 1423 -672 0.54 1 4 SP#3 71.63 Brg.#3 VeIt.R= 332.0#Hor.R= -0.0# -10 PLF @ 19.9 to -10 @ 30.0 R [y= 9.51[1004] 21-22 309 -511 0.11 3 4 SP#3 29.65 =---------------------------------------------= 36 PLF @ 30.0 to 36 @ 32.0 R (y=9.0]11004] 21-25 374 -752 0.40 1 4 SP#3 58.52 [MWFRS ASCE Perp/L++][OC 24.00](DF 1.60)[NM 1] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][1004] Repetitive Factors Used: Yes -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.0](1004) Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT -10 PLF @ 0.0 to -10 @ 10.2 L 1y=12.0)(1004] 10 PLF @ 0.0 to 10 @ 30.0 [y=16.2][ 04] 0 -1.85 8.88 2X4(8) 0.80 0.50 N 0.05 L/420 0.09 L/261 0.01 0.02 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21[ 041 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 04] 1 -1.85 8.88 --- ----- -- ----- ---- ---- -27 PLF @ 19.9 to -27 @ 30.0 R [y= 9.5][1004] -27 PLF @ 10.2 to -27 @ 15.0 L [y=13.2](1004] 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.0)[1004) 10 PLF @ 0.0to 10 @ 30.0 [y= 3.5]( 04) 3 0.00 9.34 0.00 L/553 0.00 L/344 0.00 0.01 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5][1004] -12 PLF @ 13.1 to -12 @ 19.9 [y= 9.0](1004] 4 0.15 9.28 ---- ----- ---- ----- ---- ---- -12 PLF @ 0.0 to -12 @ 13.1 [y= 9.01[10041 -12 PLF @ 19.9 to -12 @ 30.0 (y= 9.01[1004] 5 0.15 9.24 3X4(A1) 0.80 0.34 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 30.0 [y=16.21[ 04] -10 PLF @ 15.0 to -10 @ 19.9 R (y=12.0111004] 6 0.36 9.43 0.01 L/999 0.02 L/999 0.01 0.02 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 041 Brg.# 1 Vert.R= -121.6 #Hor.R= 90.2# 7 0.40 9.15 0.01 L/999 0.03 L/999 0.00 0.00 -10 PLF @ 10.2 to -10 @ 15.0 L [y=13.2](1004] Brg.#2 Vert.R= -221.1#Hor.R= 0.0# 8 5.23 10.65 1.5X4 0.80 0.56 N 0.02 L/999 0.07 L/999 0.00 0.01 10 PLP @ 0.0 to 10 @ 30.0 (y= 3.51( 041 Brg.#3 Vert.R= 90.5 #Hor.R= 0.0# 9 9.99 9.15 3X4 0.80 0.57 N 0.01 L/999 0.03 L/999 0.00 0.01 -12 PLF @ 13.1 to -12 @ 19.9 [y= 9.0111004] 10 10.24 11.90 5X6 0.80 0.79 N 0.01 L/999 0.02 L/999 0.00 0.01 -12 PLF @ 19.9 to -12 @ 30.0 (y= 9.01(1004] 4FRS ASCE Perp/R+-][OC 24.001[DF=1 60)(NM 11 11 10.24 11.90 ---- ----- ---- ----- ---- -- -27 PLF @ 15.0 to -27 @ 19.9 R [y=12.0](1004) Repetitive Factors Used: Yes 12 10.24 11.90 ---- ----- ---- ----- ---- ---- Erg.# 1 Vert.R= 97.8 #Hor.R= -90.2# -27 PLF @ 0.0 to -27 @ 10.2 L (y=12.0](1004] 13 13.08 9.15 5X6 0.80 0.83 N 0.00 L/999 0.00 L/999 0.00 0.01 Brg.#2 Vert.R= -183.5 #Hor.R- -0.0# 10 PLF @ -2.0 to 10 @ 0.0 (y=16.21[ 041 14 13.08 9.15 ---- ----- ---- ----- ---- ---- Brg.#3 Vert.R= -166.5 #Hor.R= -0.0# -10 PLF @ 19.9 to -10 @ 30.0 R [y= 9.51110041 15 13.08 9.15 ---- ----- ---- ----- ---- ---- ----------------------------------------------= 36 PLF @ 30.0 to 36 @ 32.0 R (y= 9.01[1004] 16 15.00 13.09 4X5(R) 0.80 0.97 N 0.02 L/999 0.04 L/999 0.01 0.04 [MWFRS ASCE Perp/L+-I(OC 24.001[DF 1.60][NM 1] -27 PLF @ -2.0 to -27 @ 0.0 L (y= 9.5][1004] 17 15.00 13.09 ---- --- ---- ----- ---- ---- Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.011100°sj 18 15.00 13.09 ---- ----- ---- ----- ---- ---- -10 PLF @ 0.0 to -10 @ 10.2 L (y=12.0111004] 10 PLF @ 0.0 to 10 @ 30.0 (y=16.21[ 041 19 19.87 9.15 6X8 0.80 0.73 N 0.05 L/999 0.15 L/999 0.01 0.01 10 PLF @ -2.0 to 10 @ 0.0 [y=16.2][ 041 10 PLF @ 30.0 to 10 @ 32.0 (y=16.21[ 041 20 19.87 9.15 ---- ----- ---- ----- ---- ---- -27 PLF @ 19.9 to -27 @ 30.0 R [y= 9.5)[1004] -27 PLF @ 10.2 to -27 @ 15.0 L (y=13.21[1004] 21 19.87 9.15 ---- ----- ---- ----- ---- ---- -27 PLF @ 30.0 to -27 @ 32.0 R [y= 9.01[10041 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.511 041 22 19.90 11.87 5X6 0.80 0.70 N 0.05 L/999 0.16 L/999 0.00 0.00 36 PLF @ -2.0 to 36 @ 0.0 L (y=9.5][1004] 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.01[1004] 23 19.90 11.87 ---- ----- ---- ----- ---- ---- 12 PLF @ 0.0 to 12 @ 13.1 :y= 9.0][10041 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.0](10041 -10 PLF @ 15.0 to -10 @ 19.9 R (y=12.01[1004] Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0][100%J 10 PLF 3 18.0 to 10 @ 32.0 [y=16.2][ 0%] Brg.# I Vert.R= 16.0 #Hor.R= 90.29 -29 PLF @ 0.0 to -29 S 10.2 L [y=12.01[1001] 31 PLF @ 0.0 to 31 @ 30.0 1y=16.21[ O%l -12 PLF @ 13.1 t0 -12 @ 19.9 `y= 9.0111004) Brg.# 2 VeIt.R- 178.1 #Hor.R= -0.0# 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21( 0%) 31 PLF @ 30.0 to 31 @ 32.0 [yy=16.21[ 0%J -12 PLF @ 19.9 to -12 @ 30.0 [y= 9.0][100%] Brg.#3 Vert.R- 279.6 #Hor.R- -0.0# -29 PLF @ 19.9 to -29 S 30.0 R Iy= 9.51[100%) • • •026 PLF i 10.b to -20 @ 690@&L Iy=13.2](100%) 10 PLF S 0.0 to 10 @ 30.0 [y= 3.511 0%I -29 PLF @ 30.0 to -29 S 32.0 R [y= 9.01[1004] •• •• 90 PLF•@ 1.0ts !0•@ 30.E ly= 3.5][ 0%I -54 PLF @ 10.2 to -54 @ 15.0 L [y=13.2]1100%) [PIWFRS ASCE Perp/R-+][OC 24.00][DF 1.601INM 11 -29 PLF @-2.0 to -29 S 0.0 L [y= 9.51[100%I • • • E PLF•@• .1 o•12•@ 19. ly= 9.0][100%] -_ Repetitive Factors Used: Yes -12 PLF @ 0.0 to -12 S 13.1 [y= 9.0][100%1 0 0 PL @ .9 0 120@ 30J [y= 9.0][100%1 [C&C ASCE Wind Rt-+IIOC 24 00)[DF 1 60](NM 11 -27 PLF @ 0.0 to -27 @ 10.2 L [y=12.01[100%l 10 PLF @ 0.0 to 10 @ 30.0 [y=16.21[ 0%) • • ••16 PIAI @ i5.b to -li @ 4949►R Iy=12.01(100%] Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21( 0%) 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 0%1 Brg.# 1 Vert.R= 178.0 #Hor.R= 90.2# -54 PLF @ 19.9 to -54 @ 29.0 R (y= 9.7](100%] -43 PLF @ 19.9 to -43 @ 30.0 R 1y= 9.511100%1 -29 PLF @ 10.2 to -29 3 15.0 L (y=13.2](100%) Brg.# 2 Vert.R= 772.2 #Hor.R= -0.0# -81 PLF @ 29.0 to -81 @ 30.0 R [y= 9.5](1091 -89 PLF @ 30.0 to -89 @ 32.0 R [y= 9.01[100%] 10 PLF @ 0.0 to 10 @ 30.0 [ = 3.51( 0%] Brg.# 3 Vert.R= 518.3 #Hor.R= -0.0# 10 PLF S -2.0 to 10 @ 12.0 jy=16.2]( 0%I -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][10041 -12 PLF @ 13.1 to -12 3 19.9 `y= 9.0][100%] • •• _ =i=_ =vF = _ _ = y= _ =irir= _ _ _ _ -81 PLF @ 12.0 to -81 @ 15.0 L [y=13.21(100%j -12 PLF @ 0.0 to -12 @ 13.1 Iy= 9.0][1001] -12 PLF @ 19.9 to -12 3 30.0 ly= 9.0][100%] • • • IMi&iS ASS PepD/R--]{M 24.061[DF 1.601 INN 1] 10 PLF S 12.0 to 10 @ 15.0 [y=16.21[ 0%l 10 PLF @ 0.0 to 10 @ 30.0 [y=16.211 0%] -29 PLF @ 15.0 to -29 3 19.9 R Iy=12.0][100%] • • •• •RepelitivERFadtor!Used* Ydl§• -149 PLF @ 30.0 to -149 S 32.0 R (y= 9.0][100%] 10 PLF @ 30.0 to 10 @ 32.0 (y=16.21[ 0%] Brg.# 1 Vert.R= -107.5 #Hor.R= 0.0# ••• ••• 27 ILi,F @•0. to -27:10.1L t-12.0][100%] -54 PLF @ -2.0 to -54 @ 10.2 L (y=12.0][100%1 -27 PLF @ 10.2 to -27 @ 15.0 L [y=13.21[100%] Brg.#2 Vert.R= -418.9 #Hor.R= -0.0# • • • • 31AF!@ ;0 31-r y 0 .21( 0%] 10 PLF S 15.0 to 10 @ 29.0 [y=16.21[ 0%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%] Brg.#3 Vert.R= -161.5 #Hor.R= 0.0# 4 LF @ 19.9 to 43 30.0 R (y=9.51[100%1 -12 PLF @ 0.0 to -12 @ 13.1 ly= 9.0)(100%1 -12 PLF @ 13.1 to -12 @ 19.9 1y= 9.01(100%] --------------------------------------------- - -89 PLF @ 30.0 to -89 @ 32.0 R (y=9.0)(100%] 10 PLF S 29.0 to 10 @ 30.0 [y=16.21[ 0%J 12 PLF 0 19.9 to -12 @ 30.0 [y= 9.0][100%] (MWFRS ASCE Parl--][OC Z4.00](DF 1.60](lIM 1] -27 PLF @-2.0 to -27 @ 0.0 L [y=9.511100%] -54 PLF @ 15.0 to -54 @ 19.9 R (y=12.0][100%J -43 PLF @ 15.0 to -43 @ 19.9 R [y=12.01[100%] Repetitive Factors Used: Yes • • •12 PLLF @ to•�Z•@ 13 y= 9.01[100%] 10 PLF S 30.0 to 10 @ 32.0 [y=16.21[ 0%) Brg.# 1 Vert.R= -70.8 #Hor.R= -89.1# -29 PLF @ 0.0 to -29 S 10.2 L [y=12.01[100%1 • • •310PYF•Q l i jo•71 @ 31ji y=16.21[ 0%] -12 PLF @ 13.1 to -12 @ 19.9 ty= 9.01[100%] Brg.#2 Vert.R= -522.2 #Hor.R= 0.0# 10 PLF @ -2.0 to 10 @ 0.0 ly=16.21[ 0%] • •••31•PLF•@ V.0Oto•41 @ 3241 Iy=16.2][ 0%1 -12 PLF @ 19.9 to -12 @ 30.0 1y= 9.01(100°sj Brg.#3 Vert.R= -376.5 #Hor.R= -0.04 -29 PLF @ 19.9 to -29 S 30.0 R [y= 9.5](100%] • • •-2*PB*@ EB!2 to*-27 A 1S.PL [p=13.2](100%] 10 PLF a 0.0 to 10 @ 30.0 [y= 3.5]( 041 -29 PLF @ 30.0 to -29 3 32.0 R [y= 9.0][100%] • • •20•PL10@ E.O;o•20 @ 3Q.0•[y= 3.511 0%1 -54 PLF @ 10.2 to -54 @ 12.0 L [y=12.511100%] [MWFRS ASCE Perp/R--][OC 24.00](DF 1.601INM 11 -29 PLF @ -2.0 to -29 S 0.0 L [y= 9.51[100%] •• • •12 PIF @ 15.1 0•T2•@ 19.1 [y=9.01[100%J =---------------------------------------------- Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.01(100%j 12 PLF @ 19.9 to 12 @ 30.0 [y=9.0][100%] [C&C ASCE Wind Lt--][OC 24.00][DF 1.601INM 1] -27 PLF @ 0.0 to -27 @ 10.2 L [y=12.0][100%] 10 PLF @ 0.0 to 10 @ 30.0 [y=16.21( 0%) -43 PLF @ 15.0 to -43 @ 19.9 R Iy=12.0](100%) Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 [y=16.21[ 0%] 10 PLF @ 30.0 to 10 @ 32.0 1y=16.21[ 04] Brg.# 1 Vert.R= 228.9 #Hor.R= -89.19 -Bl PLF @ 15.0 to -81 @ 18.0 R (y=12.51[100%] -43 PLF @ 19.9 to -43 @ 30.0 R [y= 9.51[100%] -29 PLF @ 10.2 to -29 " 15.0 L [y=13.21(100%) Brg.# 2 Vert.R= 471.2 #Hor.R= -0.0# 10 PLF s -2.0 to 10 @ 0.0 [y=16.21[ 0%1 -89 PLF @ 30.0 to -89 @ 32.0 RIp= 9.01[100%1 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.51[ 0%I Brg.#3 Vert.R= 51.3 #Hor.R= 0.0# -149 PLF @ -2.0 to -149 3 0.0 L [y= 9.5)[100%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[look] 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.01[100%] _________ _______________________________ _ 10 PLF S 0.0 to 10 @ 1.0 (y=16.21[ 0%] 12 PLF @ 0.0 to 12 @ 13.1 (y= 9.0][10011 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.0][100%] [MWFRS ASCE Pr1D+-](OC 24.00][DF 1.601INM 1] -54 PLF @ 18.0 to -54 @ 19.9 R [y=12.0][100%1 10 PLF @ 0.0to 10 @ 30.0 [y=16.2)[ 01] -29 PLF @ 15.0 to -29 @ 19.9 R Iy=12.0](100%1 Repetitive Factors Used: Yes -54 PLF @ 1.0 to -54 @ 10.2 L jy=12.01[100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=16.21[ 0%j Erg.#1 Vert,R= 30.2#Hor.R= 0.0# -10 PLF @ 0.0 to -10 @ 10.2 L [y=12.011100%] 10 PLF S 1.0 to 10 @ 15.0 [y=16.21[ 0%l -27 PLF @ 10.2 to -27 @ 15.0 L [yy=13.2][100%1 Brg.#2 Vert.R= -19.7#Hor.R- -0.0# 31 PLF @-2.0 to 31 @ 0.0 Iy=16.21[ 0%] -54 PLF @ 19.9 to -54 @ 32.0 R ly= 9.0][100%] 10 PLF @ 0.0 to 10 @ 30.0 [y= 3.511 0%j Erg.#3 Vert.R= 27.6 #Hor.R= -0.0# -10 PLF @ 19.9 to -10 @ 30.0 R [y=9.5][100%] 10 PLF a"15.0 to 10 @ 18.0 [y=16.21( 0%1 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0][100%] =------------------- ---------------------- --- -10 PLF @ 30.0 to -10 @ 32.0 R [y= 9.0][100%] 12 PLF 3 0.0 to 12 @ 13.1 [y= 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.0]1100%] [MWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60)[NM 11 -10 PLF @-2.0 to -10 @ 0.0 L [y= 9.51[10011 -81 PLF @ 0.0 to -81 @ 1.0 L ly= 9.7][100%j -43 PLF @ 15.0 to -43 @ 19.9 R (y=12.0)(100%1 Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 13.1 Iy= 9.01(100%1 10 PLF S 18.0 to 10 @ 32.0 [y=16.21( 0%] Erg.# 1 VeIt.R- 66.8 #Hor.R= -89.1# -10 PLF @ 0.0 to -10 S 10.2 L [y=12.0](100%] 31 PLF @ 0.0 to 31 @ 30.0 [[y=16.21[ 0%1 12 PLF^a 13.1 to 12 @ 19.9 [y= 9.0][100%] Brg.#2 VeIt.R- -122.9 #Hor.R= 0.0# 31 PLF @ -2.0 to 31 @ 0.0 [y=16.21[ 0%j31 PLF @ 30.0 to 31 @ 32.0 fy=16.2)[ 0%] 12 PLF S 19.9 to 12 @ 30.0 [y= 9.0](100%) Brg.# 3 VeIt.R- -187.3 #Hor.R= -0.0# -27 PLF @ 19.9 to -27 S 30.0 R [y= 9.5][100%j -10 PLF @ 10.2 to -10 @ 15.0 L [y=13.2][100%) 10 PLF S 0.0 to 10 @ 30.0 (y= 3.511 0%1 -27 PLF @ 30.0 to -27 S 32.0 R (y=9.01(100%) 20 PLF @ 0.0 to 20 @ 30.0 [y=3.51[ 0%] -54 PLF @ 10.2 to -54 @ 15.0 L [y=13.2)[100%1 (MWFRS ASCE Parl++][OC 24.00](DF 1.60][NN 11 36 PLF @ -2.0 to 36 @ 0.0 L (y= 9.5][100%] 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.01[100%] Repetitive Factors Used: Yes 12 PLP @ 0.0 to 12 @ 13.1 [y= 9.0][100%] 12 PLF @ 19.9 to 12 @ 30.0 1=9.0][100%1 (C&C ASCE Wind Rt--l10C 24.001[OF 1.60][NM 1] -10 PLF @ 0.0 to -10 @ 10.2 L [y=12.01[10041 31 PLP @ 0.0 to 31 @ 30.0 [y=16.21[ 0%] -10 PLF @ 15.0 to -10 @ 19.9 r Iy=12.0]1100%] Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 (y=16.21[ 0%] 31 PLF @ 30.0 to 31 @ 32.0 (y=16.21[ 0%I Brg.# 1 Vert.R= 287.2 #Hor.R= 0.0# -54 PLF @ 19.9 to -54 @ 29.0 R [y= 9.7][100%1 -10 PLP @ 19.9 to -10 @ 30.0 R [y= 9.5 [100%] -10 PLF @ 10.2 to -10 3 15.0 L [y=13.2](100%] Brg.#2 Vert.R= 957.2 #Hor.R= -0.0# -81 PLP @ 29.0 to -81 @ 30.0 R [y= 9.5](100%1 -10 PLF @ 30.0 to -10 @ 32.0 R [y= 9.0 [100%] 20 PLF @ 0.0 to 20 @ 30.0 [y=3.511 0%] Brg.#3 Vert.R= 410.7#Hor.R= -0.0# 10 PLF S -2.0 to 10 @ 12.0 1y=16.2][ 0%1 -10 PLF @-2.0 to -10 @ 0.0 L [y= 9.51[100%I 12 PLF @ 13.1 to 12 @ 19.9 [y= 9.0111001] _____________ __ ___________________ ___ _ -81 PLF @ 12.0 to -81 @ 15.0 L [y=13.2][100%J -12 PLF @ 0.0 to -12 @ 13.1 (y= 9.0)(100%) 12 PLF @ 19.9 to 12 @ 30.0 1yp= 9.0](100%) (MWFRS ASCE PrDl--j[OC 24.00][DF 1.601INM 1] 10 PLF S 12.0 to 10 @ 15.0 1y=16.21[ 0%1 10 PLF @ 0.0 to 10 @ 30.0 [y=16.2][ 0%j -27 PLF @ 15.0 to -27 3 19.9 R [y=12.0](100%] Repetitive Factors Used: Yes -149 PLF @ 30.0 to -149 3 32.0 R [y= 9.0][100%] 10 PLF @ 30.0 to 10 @ 32.0 (pp=16.211 0%) Brg.#1 Vert.R= 397.4#Hor.R= -90.2# -29 PLF @ 0.0 to -29 @ 10.2 L [y=12.011100%] -54 PLF @-2.0 to -54 @ 10.2 L (y=12.01[100%1 -10 PLF @ 10.2 to -10 @ 15.0 L (y=13.2](10041 Brg.#2 Vert.R= 809.8#Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 ly=16.2][ 0%] 10 PLF S 15.0 to 10 @ 29.0 [y=16.21[ 041 10 PLF @ 0.0 to 10 @ 30.0 [y=3.5]( 0%j Brg.#3 Vert.R= 261.3 #Hor.R= -0.0# -29 PLF @ 19.9 to -29 @ 30.0 R [y=9.511100%] 12 PLF S 0.0 to 12 @ 13.1 [y= 9.0][100%1 -12 PLF @ 13.1 to -12 @ 19.9 [y=9.0][100%] ------ -------- ....... --- -29 PLF @ 30.0 to -29 @ 32.0 R [y=9.0][100%] 10 PLF S 29.0 to 10 @ 30.0 [y=16.21[ 0%J -12 PLF @ 19.9 to -12 @ 30.0 [y= 9.011100%) (NWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][NM 11 -29 PLF @-2.0 to -29 @ 0.0 L [y=9.51[100%] -54 PLF @ 15.0 to -54 @ 19.9 R [y=12.0](100%1 -10 PLF @ 15.0 to -10 @ 19.9 R 1y=12.01(100%) Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 13.1 ((y= 9.0][100%] 10 PLF 3 30.0 to 10 @ 32.0 (y=16.21[ 041 Brg.# 1 Vert.R= -12.4 #Hor.R= O.0# -43 PLF @ 0.0 to -43 S 10.2 L [y=12.0][100%] 31 PLF @ 0.0 to 31 @ 30.0 1y=16.21[ 0%J 12 PLF S 13.1 to 12 @ 19.9 [y= 9.0][1001 Brg.#2 Vert.R= -36.2 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 (y=16.21[ O%] 31 PLF @ 30.0 to 31 @ 32.0 ly=16.211 0%J 12 PLF 3 19.9 to 12 @ 30.0 ly= 9.0)[100%J Brg.#3 Vert.R= -17.1 #Hor.R= 0.09 -27 PLF @ 19.9 to -27 8 30.0 R [y=9.5][100%] -29 PLF @ 10.2 to -29 @ 15.0 L [y=13.21[100%1 10 PLF 3 0.0 to 10 @ 30.0 Iy= 3.5][ 0%1 -27 PLF @ 30.0 to -27 S 32.0 R (y= 9.0](100%1 20 PLF @ 0.0 to 20 @ 30.0 Iy=3.511 0%I -54 PLF @ 10.2 to -54 @ 12.0 L [y=12.5](100%) [MWFRS ASCE Parl+-][OC 24.00)[DF 1.601[NN 11 -89 PLF @-2.0 to -89 3 0.0 L (y= 9.5](100%) 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.0][100%] Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 13.1 ly- 9.01(100%] 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.0)[100%] [C&C ASCE Wind Lt--D][OC 24.00][DF 1.601INM 11 -10 PLF @ 0.0 to -10 @ 10.2 L [y=12.0)[100%I 31 PLF @ 0.0 to 31 @ 30.0 [y=16.21[ 0%1 -29 PLF @ 15.0 to -29 @ 19.9 R [y=12.0](100%] Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 (j=1 6.2]( 0%J 31 PLF @ 30.0 to 31 @ 32.0 1y=16.21( 0%) Brg.# 1 Vert.R= 192.2 #Hor.R= 0.0# -81 PLF @ 15.0 to -81 @ 18.0 R 1y=12.511100%] -10 PLF @ 19.9 to -10 @ 30.0ly= 9.51[100%] -43 PLF @ 10.2 to -43 S 15.0 L [y=13.21(100%) Brg.#2 Vert.R= 574.4 #Hor.R= -0.0# 31 PLF S -2.0 to 71 @ 0.0 1y=16.211 O%1 -10 PLF @ 30.0 to -10 @ 32.0 R Y. 9.01[100%] 20 PLF @ 0.0 to 20 @ 30.0 (y= 3.5][ 0%1 Erg.#3 Vert.R= 266.3 #Hor.R= -0.0# -149 PLF @ -2.0 to -149 3 0.0 L [y= 9.5)[100%1 10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5)[100°sl 12 PLF @ 13.1 to 12 @ 19.9 fy= 9.0](100%) ----------------------------------------------= 31 PLF S 0.0 to 71 @ 1.0 [y=16.21[ 0%) 12 PLF @ 0.0 to 12 @ 13.1 [y= 9.0]11001] 12 PLF @ 19.9 to 12 @ 30.0 [y= 9.0][100%] IC&C ASCE Wind Lt-+](OC 24.001[DF 1.601[NM 11 -54 PLF @ 18.0 to -54 @ 19.9 R [y=12.0)[100%1 10 PLF @ 0.0to 10 @ 30.0 [y=16.2)[ 0%I -27 PLF @ 15.0 to -27"a 19.9 R [y=12.0](100%] Repetitive Factors Used: Yes -54 PLF @ 1.0 to -54 @ 10.2 L [y=12.0][100%] 10 PLF @ 30.0 to 10 @ 32.0 [y=16.2][ 01 Brg.#1 VeIt.R= 11.5 #Hor.R= 89.1# -81 PLP @ 15.0 to -81 @ 18.0 R 1y=12.5111004] 31 PLF S 1.0 to 31 @ 15.0 (y=16.21[ 0%] -10 PLF @ 10.2 to -10 @ 15.0 L (y=13.2](100%) Brg.#2 VeIt.R= 434.1 #Hor.R= -0.0# 10 PLF @-2.0 to 10 @ 0.0 [y=16.21[ 0%] -54 PLF @ 19.9 to -54 @ 32.0 R (y= 9.01[100%1 10 PLF @ 0.0 to 10 @ 30.0 [y= .511 0%1 Brg.# 3 Vert.R= 305.8 #Hor.R= -0.09 -149 PLF @ -2.0 to -149 @ 0.0 L [y= 9.5][100%] 31 PLF 1 15.0 to 31 @ 18.0 jy=16.21[ 0%I 12 PLF @ 13.1 to 12 @ 19.9 (y= 9.0][100%] ------------- --- --------- --- -------- --- 10 PLF @ 0.0 to 10 @ 1.0 [y=16.21[ 0%1 12 PLF S 0.0 to 12 @ 13.1 jy= 9.01[100%] 12 PLF @ 19.9 to 12 @ 30.0 (y= 9.0][1004] (MWFRS ASCE PrpD/R+-][OC 24.001[DF 1.60][NM 11 -54 PLP @ 18.0 to -54 @ 19.9 R [y=12.01(100%] -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.7](100%] -10 PLF @ 15.0 to -10 @ 19.9 R 1y=12.01[100%1 Repetitive Factors Used: Yes -54 PLF @ 1.0 to -54 @ 10.2 L Iy=12.0](100%] 31 PLF 3 18.0 to 31 @ 32.0 ly=16.21[ 041 Brg.# 1 Vert.R= 125.2 # Hor.R= 0.0# -27 PLF @ 0.0 to -27 S 10.2 L [y=12.01[100%1 10 PLF @ 1.0 to 10 @ 15.0 (pp=16.211 O%] 12 PLF S 13.1 to 12 @ 19.9 y= 9.01[100%J Brg.# 2 Vert.R= 363.1 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 [y=16.21( 0%] -54 PLF @ 19.9 to -54 @ 32.0 R [y=9.01[100%] 12 PLF 3 19.9 to 12 @ 30.0 jy= 9.01[100%] Brg.#3 Vert.R= 172.1 #Hor.R= 0.0# -10 PLF @ 19.9 to -10 3 30.0 R (y= 9.5)[10041 10 PLF @ 15.0 to 10 @ 18.0 [y=16.21[ 0%] 20 PLF S 0.0 to 20 @ 30.0 ly= 3.51[ 0%1 ----------------------------------------------= 36 PLF @ 30.0 to 36 @ 32.0 R (y= 9.0)(100%] -12 PLF @ 0.0 to -12 @ 13.1 (y= 9.0][1001 -54 PLF @ 10.2 to -54 @ 15.0 L [y=13.2][100%] [MWFRS ASCE Parl-+][OC 24.00][DF 1.60](NM 1) -27 PLF @-2.0 to -27 3 0.0 L [y= 9.5][100%] -81 PLF @ 0.0 to -81 @ 1.0 L [y= 9.71[100%] [C&C ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -54 PLF 0 19.9 to -54 0 29.0 R [y= 9.7][100%] -81 PLF 0 29.0 to -81 0 30.0 R [y= 9.5][100%] • • ••• • • • ••• 31 PLF 0 -2.0 to 31 6 12.0 [y=16.2]1 0%1 •• •• • • • •• •• • -81 PLF 0 12.0 to -81 0 15.0 L (y=13.2)[100°%] • • • • • • • • • • 31 PLF 0 12.0 to 31 0 15.0 [y=16.2]1 01 -149 PLF 0 30.0 to -149 0 32.0 R [y= 9.01[100%] 0 •0• 0 0 • • -54 PLF 0 -2.0 to -54 0 10.2 L 1y=12.01[100%1 31 PLF 0 15.0 to 31 0 29.0 [y=16.21[ 0%] 12 PLF 0 0.0to 12 0 13.1 (y= 9.0][100%] 31 PLF 0 29.0 to 31 0 30.0 [y=16.21[ 0%] -54 PLF 0 15.0 to -54 0 19.9 R 1y=12.0]1100%] ••• ••• •: ••• •: ••• 31 PLF 0 30.0 to 31 0 32.0 [y=16.21[ 0%1 • • •• • • • • • • •• 12 PLF 0 13.1 to 12 0 19.9 [y= 9.0]1100%] • • • • • • • • • • 12 PLF 0 19.9 to 12 0 30.0 [y=9.0][100°%] • • • • • • • • • • 20 PLF 0 0.0 to 20 0 30.0 [y= 3.5][ 0%] • • ••• • ••• • -54 PLF 0 10.2 to -54 0 12.0 L [y=12.5][100%] •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• Job: 16175N /CJ1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • •:• 176 mpK*Mnd,16.0900I*ean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC Top chord 2x4 SP#2 N • • • • 1:-=2.0 tf WAjBC 1:L=5.0 psf.GCpi(+/-)=0.18 Bot chord 2x4 SP#2 N 4110%Io4s and;facti;is based on MWFRS with additional C&C member design. :Lt Level Return 2x4 SP#3: • • ••• • • • • 000•• Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"136"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep Increase factor for dead load is 1.50. • •• • • • •• • • 000 •• • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 3 12 m2X4(A1 T N Ib a2X4(R T 1 �1{ 2' R=46o#U=351#RL--52#W=8" (Rigid Surface) R=-39#Rw=499 U=26# NAILED R>1360 Rw---133#U=113# NAILED LEFT RAKE=2'0"12 SEQ= 323345 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESrfPI-2007FTIRT"20%P%V1(G) QTY=2 TOTAL=2 REV. 15.01.01C.0611.00 SCALE=1.0000 "WARN N01"READ AND FOLLOW ALL NOTES ON THIS DRAWI D "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF �y Trusses rmdra marame care in�"-'SRI fabric".hm�ng,slapping,instainstallingmid ag braoing.Refer to end ,y, foaow ilw latest edabn of BC51(BoCoraporlmd Safety Infa matlen,by TPI and WTCA)fm safety preoticeapderto perfarmmg those fm�a.bmallme When pmYme temporary aaana pm SCSI. TC DL 15.Opsf DATE 05-31-2016 UNesa romd mherwim,fop chord shag have luopady aRaChad mrucl rm elwathing arci bather U ord �F'I,UBmAshelf bave e �D"B, `�'�a AyWalm t wee BC DL 10.0psf DRWG (�UlLi.fl l i 1 AUSS f Irlms aM peadlmr ae.Mem shave and on the J&d od"I".W_rated otherwise. p Referfod—lapleoA-zmramwardWepoa°�a. BC LL 0.0 sf nw Compaaerrm Grow bra.ahaa rot be mapwmmis far my dewmlon from mm drawing. mY fe&oe to bu0d ttre beau b mntmmance win ANSYM 1,or far her clIft ehfinft.lasteOebm S bmoNg of tnmsas. TEL:(954)975-3384 Asaal. o chars momnrpWh tgtnrdrnxng.MWasamm eptano. prof wpw TOT.LD. .OpsO/A LEN. 1 FAX:(954)9784980 s naserQ fsspolnaMa"for Ns dslip shorm no suhbM ard as of Nb dbif" sasPARRCENTRALULVD. for myst"mwrtMresporalb"offBug M0sa farW"Smal1SM2 DUR.FAC. 1.25 JOB*16175N POMPANO BEACH,FL 33064 Far mora mformmmn see this)aba gaemrel Was page and these wee saes: tTMW:www.avPocgeom;TPI:—twnat.arg;WrCk—abwndastry.eem;foa:waar.l«aara.«g SPACING 24.0" TYPE JACK Brg.#2 Vert.R= 6.8 #Hor.R= -0.0# [ALPINE](FBC2014Res/TPI-2007][CJlj[16175N/11 Erg.#3 Vert.R= 23.3 #Hor.R= -0.0# [TOLL 30.0][TCDL 15.0][BCDL 10.0](BCLL 0.0](DF 1.25j[OC 24.01INM 111SOFFIT 2.0] =----------------------- ------ ------------- • • ••• • • • ••• [MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60][NM 11 •• •• • • • •• •• • Reppetitive Factors Used: Yes [STD.AUTO.LOAD1(OC 24.001[UP 1.251 WM i] • • • • • • • • 12 PLY @ 0.0 to 12 @ 1.0 Iy= 9.01[100] ===Bearings==[X-LOC][Reactj[Mln Size Reql== Repetitive Factors Used: Yes • • • 000 • • • 10 PLY @ -2.0 to 10 @ 0.0 [y=12.71[ 0%] [ 0.00][ 4601( 161h)[0.131 [ 1.001[ 128][0.261 [ 1.00)( 378][0.131 31 PLF @ -2.0to 31 @ 1.0 (y= .7)[ II%1• • • • 10 PLF @ 0.0 to 10 @ 1.0 Iy=12.711 0%1 60 PLF @ -2.0 to 60 @ 1.0 [y= .7)(10 %1 -27 PLF @ 0.0 to -27 @ 1.0 L [y= 9.7][100%] 20 PLY @ 0.0 to 20 @ 1.0 [y= 3.5)( 0) 10 PLF @ 0.0 to 10 @ 1.0 (y= 3.51( 0%) EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 4 PLY @-2.0 to 4 @ -0.1 [y= 8.5]( 0%1 -27 PLY @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] 0- 3 42 0 O.DO 0.82 o.ea 21 4 SP#2 H 22.89 3.00 Plymd Brg.# 1 Vert.R= 460.3 #Hor.R= 0.0 Brg.#1 Vert.R= -66.6#Hor.R= 19.0# 6- 9 92 47 0.00 0.93 0.43 23 4 SP#2 N 7.91 3.00 Plyvd Brg.#2 Vert.R= -38.6 #Hor.R. •-0.0 • •0 ••• •0 ••• Brg.#2 Vert.R= 16.0 #Hor.R= -0.0# 7- 8 0 -0 0.00 0.11 0.11 23 4 SP#2 N 7.25 -0.00 Diaph Brg.#3 Vert.R= -135.6 #Hor.I& •-Big& • • • • • • •• Brg.#3 Vert.R= 24.6 #Hor.R= -0.0# 1- 2 1 0 0.00 0.02 0.02 1 4 SP#3 21.41 -1.64 =-------------------------=-=-s=-•=-t=y-= • • • • • • 4- 5 1163 -471 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- (FBC pass#21I0C 24.00)[DF 1.231 SNR 1]• • • • • • • • [MWFRS ASCE Perp/R-+]IOC 24.001IDF 1.601INM 11 4- 6 352 -154 0.00 0.67 0.67 23 4 SP#2 N 3.16 8.46 Plymd Repetitive Factors Used: Yes • ••• • ••• • Repetitive Factors Used: Yes 3- 4 294 -74 -=-=Fictions Member=-=- SP#2 N 1.90 -5.04 ----- 31 PLF @ -2.0 to 31 @ 1.0 [y=12.7)[ 0%] -12 PLY @ 0.0 to -12 @ 1.0 Iy= 9.01[100%] 6- 7 67 -174 -_--Plate Member =-_- PLATE MEMBER 3.47 -97.48 ----- 20 PLF @ 0.0 to 20 @ 1.0 [y=3.5][100%] 10 PLY @ -2.0 to 10 @ 0.0 [y=12.7][ 0%] 5- 7 41 -13 0.00 0.11 0.11 23 4 SP#2 N 3.21 -4.52 Diaph 20 PLF @ 0.0 to 20 @ 1.0 [y=3.5][ 01 10 PLY @ 0.0 to 10 @ 1.0 [y=12.71[ 01 0- 1 0 -0 -=-=Fictious Member=- SP#3 0.00 -Vert- ----- 4 PLF @-2.0 to 4 @-0.1 [y= 8051[ E%1• • •• 000 •• -27 PLF @ 0.0 to -27 @ 1.0 L [y= 9.7][100 1 Brg.# 1 Vert.R= 186.6#Hor.R- 0-0.0#0.0 • •• 10 PLY @ 0.0 to 10 @ 1.0 (y= 3.5]( 0%1 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Brg.# 2 Vert.R= -2.1#Hor.R= -0.0#• • • • •• • • -27 PLY @-2.0 to -27 @ 0.0 L [y= 9.51[100%] Brg.# 3 Vert.R= -49.4 #Hor.R= -090#• • • • • • • • Erg.# 1 Vert.R= -77.1 #Hor.R= 19.0# Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT=---------------------------------••_-_•-_ • • • ••• •• Brg.#2 Vert.R= 6.8 #Hor.R= -0.0# 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.06 L/403 0.11 L/202 0.01 0.02 (MWFRS ASCE Perp/L++1IOC 24.00][DF 1.60][NM 11 Brg.#3 Vert.R= 23.3 #Hor.R= -0.0# 1 -1.85 8.88 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- -12 PLF @ 0.0 to -12 @ 1.0 [y= 9.0][10011 (MWFRS ASCE Perp/R--][OC 24.001(DF 1.60][NN 11 3 0.00 9.34 0.00 L/638 0.01 L/319 0.00 0.00 10 PLY @ -2.0 to 10 @ 0.0 [y=12.71[ 0%] Repetitive Factors Used: Yes 4 0.15 9.28 ---- ----- ---- ----- ---- ---- 10 PLY @ 0.0 to 10@ 1.0 [y=12.7][ 0%] 12 PLF @ 0.0 to 12 @ 1.0 Iy= 9.01[100%1 5 0.15 9.24 2X4(A1) 0.80 0.27 0.00 L/999 0.00 L/999 0.00 0.00 -10 PLY @ 0.0 to -10 @ 1.0 L [y= 9.7)(100%] 10 PLF @ -2.0 to 10 @ 0.0 (y=12.7][ 0%j 6 0.36 9.43 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 1.0 [y=3.51[ 01 10 PLF @ 0.0 to 10 @ 1.0 (y=12.71[ 0%) 7 0.40 9.15 0.00 L/999 0.00 L/999 0.00 0.00 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5][100%1 -27 PLF @ 0.0to -27 @ 1.0 L [y= 9.71[100%] 8 1.00 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= 197.8 #Hor.R= -14.4# 10 PLY @ 0.0 to 10 @ 1.0 Iy= 3.51( 0%] 9 1.00 9.59 0.00 L/999 0.00 L/999 0.00 0.00 Brg.#2 Vert.R= -26.1#Hor.R= -0.09 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] Brg.# 3 Vert.R= -85.3 #Hor.R= -0.0# Brg.# 1 Vert.R= -66.6 #Hor.R= 19.0# Brg.#2 Vert.R= 16.0#Hor.R= -0.0# [MWFRS ASCE Perp/L+-](OC 24.00)[DF 1.60][NM 11 Brg.#3 Vert.R= 24.6#Hor.R= -0.0# Repetitive Factors Used: Yes --- --- -- - - - - - - - - - -------- - 12 PLF @ 0.0to 12 @ 1.0 [y= 9.0][1001 [MWFRS ASCE Parl++][OC 24.00][DF 1.60][NM 11 10 PLF @-2.0 to 10 @ 0.0 [y=12.71[ 0%) Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.0 [y=12.7][ 01] -12 PLF @ 0.0 to -12 @ 1.0 Iy= 9.01[100%] -10 PLY @ 0.0 to -10@ 1.0 L [y= 9.7][100%] 10 PLY @ -2.0 to 10 @ 0.0 [y=12.7][ 0%] 10 PLY @ 0.0 to 10 @ 1.0 [y= 3.5)[ 0%1 10 PLF @ 0.0 to 10 @ 1.0 Iy=12.71[ 0%] 36 PLY @ -2.0 to 36 @ 0.0 L [y= 9.5)(100%) -10 PLF @ 0.0to -10 @ 1.0 L [y= 9.71[100%1 Brg.# 1 Vert.R= 208.3 #Hor.R= -14.4# 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51[ 0%] Brg.#2 Vert.R= -16.9 #Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L Iy= 9.5][100%1 Brg.#3 Vert.R= -84.1#Hor.R= -0.0# Brg.# 1 Vert.R= 0.2 #Hor.R= 7.4# Brg.#2 Vert.R= -0.9 #Hor.R= -0.0# [MWFRS ASCE Perp/L-+][OC 24.001[DF 1 60)[NM 11 Brg.#3 Vert.R= 0.0 #Hor.R= 0.0# Repetitive Factors Used: Yes _-_•----------------------------------- ----- -12 PLF @ 0.0 to -12 @ 1.0 [y= 9.0][100%] IMWFRS ASCE Parl+-1IOC 24.00][DF 1.601INM 1] 10 PLF @ -2.0 to 10 @ 0.0 [y=12.7][ 0] Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.0 (y=12.7]1 0%] 12 PLF @ 0.0 to 12 @ 1.0 [y= 9.0][100%1 -43 PLF @ 0.0 to -43 @ 1.0 L [y= 9.7][1001 10 PLY @-2.0 to 10 @ 0.0 (y=12.7)[ 0%] 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51( 01 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 011 -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5][100%] -10 PLY @ 0.0 to -10 @ 1.0 L [y= 9.7][100%] Brg.# 1 Vert.R= -350.8#Hor.R= 52.3 10 PLY @ 0.0 to 10@ 1.0 [y= 3.51[ 01 Brg.#2 Vert.R= 39.5 #Hor.R= -0.0# -10 PLF @-2.0 to -10 @ 0.0 L [y= 9.5][100%] Brg.# 3 Vert.R= 131.6#Hor.R= 0.0# Brg.# 1 Vert.R= 10.7#Hor.R= 7.4# Brg.# 2 Vert.R= 8.3 #Hor.R= -0.0# [MWFRS ASCE Perp/L--]IOC 24.00)[DF 1.60][NM 11 Brg.#3 Vert.R= 1.3 #Hor.R= 0.0 Repetitive Factors Used: Yes --------------------------------------- --- 12 PLY @ 0.0 to 12 @ 1.0 [y= 9.0](100%) (MWFRS ASCE Parl-+1[OC 24.00][DF 1.60][NM 11 10 PLF @-2.0 to 10 @ 0.0 [y=12.71[ 0%] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 01 -12 PLY @ 0.0 to -12 @ 1.0 [y= 9.01[100%] -43 PLY @ 0.0 to -43 @ 1.0 L [y= 9.7][100%] 10 PLY @ -2.0 to 10 @ 0.0 [y=12.71[ 0%] 10 PLF @ 0.0 to 10@ 1.0 [y=3.51( 0's] 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 0%1 -89 PLY @ -2.0 to -89 @ 0.0 L [y=9.51[100%] -52 PLY @ 0.0 to -52 @ 1.0 L [y= 9.7][100%] Brg.# 1 VeIt.R= -340.3 #Hor.R= 52.3 10 PLF @ 0.0 to 10 @ 1.0 (y= 3.5][ 0%1 Brg.#2 Vert.R= 48.7#Hor.R= -0.0# 52 PLF @ -2.0 to -52 @ 0.0 L [y= 9.51[100%] Brg.#3 Vert.R= 132.9#Hor.R= 0.0# Brg.#1 Vert.R= -197.5 #Hor.R= 37.0# Brg.#2 Vert.R= 18.8 #Hor.R= -0.0# [MWYes ASCE Perp/R++][OC 24.0011DF 1.60)[NM 11 Brg.#3 Vert.R= 59.6#Hor.R= 0.0# Repetitive Factors Used: Yes -12 PLF @ 0.0 to -12 @ 1.0 [y= 9.01[100%) [MWFRS ASCE Parl--)[OC 24.0011DF 1.60](NM 11 10 PLF @-2.0 to 10 @ 0.0 y=12.7][ 01 Repetitive Factors Used: Yes 10 PLF @ 0.0to 10 @ 1.0 [y=12.7][ 0%1 12 PLF @ 0.0 to 12 @ 1.0 [y= 9.0][100%1 -27 PLY @ 0.0 to -27 @ 1.0 L [y= 9.7][100%] 10 PLY @ -2.0 to 10 @ 0.0 Iy=12.71[ 0%1 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51[ 0%1 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 0%1 -27 PLY @ -2.0 to -27 @ 0.0 L [y=9.51[100%] -52 PLY @ 0.0 to -52 @ 1.0 L Iy= 9.7][100%] Brg.#1 Vert.R= -77.1#Hor.R= 19.0# 10 PLY @ 0.0 to 10 @ 1.0 [y= 3.511 0%] -52 PLF @ -2.0 to -52 @ 0.0 L [y= 9.5][1001] 10 PLF @ 0.0 to 10@ 1.0 [y=12.71( Ok] Brg.# I Vert.R= -187.1 #Hor.R= 37.00 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51[ Ok] Erg.# 2 Vert.R= 28.0 #Hor.R- -0.0# -251 PLF @-2.0 to -251 @ 0.0 L [y. 9.5111001 Brg.# 3 Vert.R= 60.9 #Hor.R= 0.0# ......... 0 0 000 0 0 0 0 0 0 _-_-_-=-=-_-=______ [C&C ASCE Wind Rt-+][OC 24.001[DF 1.60][NM 11 96•0 I FRS ASCE PrpD/L+-][OC 24.00][DF 1.60)[NM 11 Repetitive Factors Used: Yes 6 Repetitive Factors Used: Yes -176 PLF @ -2.0 to-176 @ 1.0 L [Y= 9.7][100k1 0 12 PLF @ 0.0 to 12 @ 1.0 [y-- 9.0][100k] 10 PLF @ -2.0to 10 @ 1.0 �y=12.71 1 01 31 PLF @ -2.0 to 31 @ 0.0 [y--12.7][ 0%] 10 PLF @ 0.0 to 10 @ 1.0 y=3.5 Ot 31 PLF @ 0.0 to 31 @ 1.0 [y=12.7)1 Ot] -12 PLF S 0.0 to -12 @ 1.0 (Y= 9.0)[1001 -10 PLF @ 0.0 to -10 @ 1.0 L [ 9.7][100t] 20 PLF @ 0.0 to 20 @ 1.0 ly=�1511 O%J [CRC ASCE Wind Lt--IIOC 24.00][DF 1.60)(NM 1] 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5][100t] Repetitive Factors Used: Yes 0 0 0 0 0 0 0 Brg.# I Vert.R= 312.2 #Hor.R= -14.4# 12 PLF 9 0.0 to 12 R 1.0 [y= 9.01(100%] 0 0 0 0 0 0 0 Brg.# 2 Vert.R= -23.1 #Hor.R- -0.0# 10 PLF 1-2.0 to 10 @ 0.0 [y=12.7)[ Ok] 0 Brg.#3 Vert.R. -113.0 #Hor.R= -0.0# -176 PLF @ 0.0 to-176 @ 1.0 L [y= 9.71[100%] 0 10 PLF @ 0.0 to 10 @ 1.0 [y.12.7] OW] (KWFRS ASCE PrpD/L--)[OC 24.00](DF 1.60)(NI4 11 10 PLF @ 0.0 to 10 @ 1.0 [yz 3.5] O%] Repetitive Factors Used: Yes -251 PLF @:2.0 to-251 @ 0.0 0 L ly- 9.5)[100kl 12 PLF @ 0.0to 12 @ 1.0 [yu 9.0][160] =....... 31 PLF @-2.0 to 31 @ 0.0 [y--12.71[ 0%) [C&C ASCE Wind Rt--][OC 24.00][DF 1.60](NM 1) 00 31 PLF @ 0.0 to 31 @ 1.0 fy-12.71[ 0%] Repetitive Factors Used: Yes -43 PLF @ 0.0 to -43 8 1.0 L [Nil(100%] -176 PLF @ -2.0 to -176 @ 1.0 L [y= 9.7][100] 20 PLF @ 0.0 to 20 @ 1.0 [y- . 1 01 10 PLF @ -2.0 to 10 @ 1.0 [y=12.71 Otl o 000•0 0 -89 PLF @ -2.0 to -89 @ 0.0 L [y- 9.51[100%1 10 PLF 0 0.0 to 10 9 1.0 Y= 3.51 01 Go0 0 0 Brg.# I Vert.R= -236.4 #Hor.R= 52.1# 12 PLF @ 0.0 to 12 @ 1.0 !y= 9.01[100%] Brg.# 2 Vert.R- 42.5 #Hor.R= -0.0# ____________=-=-_-=-_-=-_-=-_-=-_-= Brg.# 3 Vert.R= 103.9 #Hor.R= 0A ICRC ASCE Wind Lt--DI[OC 24.00][DF 1.60)[MM 11 Repetitive Factors Used: Yes [KWFRS ASCE PrpD/R+-][OC 24.00][DF 1.60)[NN 1] 12 PLF @ 0.0 to 12 @ 1.0ly= 9.01[100%] Repetitive Factors Used: Yes 31 PLF @-2.0 to 31 @ 0.0 [y=12.7]( fil 12 PLF @ 0.0 to 12 0 1.0 [y= 9.0][100t) -176 PLF @ 0.0 to-176 @ 1.0 L fy= 9.711100k1 31 PLF @-2.0 to 31@ 0.0 ly=12.711 0%) 31 PLF @ 0.0 to 31 @ 1.0 ly=12.7] 0%) 31 PLF @ 0.0 to 31 @ 1.0 y-12.7]1 0%) 20 PLF @ 0.0 to 20 @ 1.0 y= 3.5] 0] -27 PLF @ 0.0 to -27 @ 1.0 L [ 9.71(100%] -251 PLF @ -2.0 to -251 @ 0.0 L [y= 9.5](100%] 20 PLF @ 0.0 to 20 @ 1.0 [y= �=S][ 0%] =-_-_-_-_-=________ -27 PLF @ -2.0 to -27 @ 0.0 L [y- 9.5)1100%) (CBC ASCE Wind Rt--D][OC 24.00)[DF 1.60](NM 1) Brg.# 1 Vert.R= 37.3 #Hor.R= 19.0# Repetitive Factors Used: Yes Brg.# 2 Vert.R- 9.8 #Hor.R= -0.0# -176 PLF 9 -2.0 to -176 @ 1.0 L [Y= 9.71(100C Brg.# 3 Vert.R- -4.4 # Hor.R- -0.0# 31 PLF @ -2.0to 31 @ 1.0 �y=12.71 1 0%] =......... ............. 20 PLF @ 0.0 to 20 @ 1.0 y= 3.51[ Ot] (KWFRS ASCE PrpD/R--)[OC 24.00][DF 1.60][NM 1] 12 PLF @ 0.0 to 12 @ 1.0 fy= 9.0][100%] Repetitive Factors Used: Yes 12 PLF 0 0.0 to 12 @ 1.0 [y= 9.0]110011 31 PLF @ -2.0 to 31 @ 0.0 [y=12.7][ Ot) 31 PLF @ 0.0 to 31 @ 1.0 [Y=12.711 011 -27 PLF @ 0.0 to -27 0 1.0 L (yz 9.7)(100tl 20 PLF 6 0.0 to 20 @ 1.0 [j= 3.5]1 0%) -27 PLF @ -2.0 to -27 @ 0.0 fy= 9.5)[100%) Brg.# I Vert.R= 37.3 #Hor.R= 19.0# Erg.#2 Vert.R= 9.8 #Hor.R= -0.0# Brg.#3 Vert.R= -4.4 #Hor.R= -0.0# Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 1.0 (y= 9.0][100k] 31 PLF @ -2.0 to 31 @ 0.0 y=12.71[ 0%] 31 PLF @ 0.0 to 31 @ 1.012.7][ 0] -10 PLF @ 0.0 to -10 @ 1.0 My= 9.7][10011 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.5)1 01 -10 PLF @ -2.0 to -10 @ 0.0 L ly= 9.5)[100%1 Brg.# I Vert.R= 114.6 #Hor.R= i.4# Brg.#2 Vert.R= 2.1 #Hor.R= -0.0# Brg.#3 Vert.R. -27.7 #Hor.R- -0.0# (MWFRS ASCE PrDl--][OC 24.00][DF 1.60)[NN 11 Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 9 1.0jy- 9.0](100t] 31 PLF @ -2.0 to 31 @ 0.0 y-12.7][ 011 31 PLF @ 0.0 to 31 @ 1.0 fy=12.7][ 01 -52 PLF @ 0.0 to -52 @ 1.0 L [ 9.7][100%] 20 PLF @ 0.0 to 20 @ 1.0 [y=rS]( 011 -52 PLF @ -2.0 0 to -52 @ 0.0 L (y= 9.5)[I00%] Brg.# 1 Vert.R= -83.1 #Hor.R= 37.0# Erg.#2 Vert.R. 21.7 #Hor.R- -0.0# Brg.# 3 Vert.R= 32.0 #Hor.R= -0.0# (C&C ASCE Wind Lt-+IIOC 24.00][DF 1.601INN 11 Repetitive Factors Used: Yes -12 PLF @ 0.0 to -12 @ 1.0 [y= 9.0][100] 10 PLF 0-2.0 to 10 @ 0.0 [y=12.7][ 0] -176 PLF @ 0.0 to -176 @ 1.0 L [y= 9.7][10011 Job:(16175N) /CJ1A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • ••• 174 mpIPwind,16.00*Mean hgt,ASCE 7-10,PART.—ENC.bidg,Located anywhere in roof,RISK CAT II,EXP C,wind TC •• •• • L?L=S.O• V,,XAd'BC In=5.0 psf.GCpi(+/-)=0.55 Top chord 2x4 SP#2 N • • • • • • • Bot chord 2x4 SP#2 N VCio0s and ieactipns based on MWFRS with additional C&C member design. :Lt Level Return 2x4 SP#3: • • 000 • • • • 000 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 five and L/240 total load.Creep Increase factor for dead load is 1.50. • •• • •• • •• • • • •• • •• • • • •• • • • • • • •• • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• 3 12 ®2M(A1 T -2X4(R a T D 1 2' R=444#U=361#RL--52#W=9" (Rigid Surface) R=36#Rw=56#U=369 NAILED R=129#Rw=134#U=112# NAILED LEFT RAKE=2'0"12 SEQ= 325544 PLT.TYP.-WAVE DESIGNCRfr"FBC2DI4RESRPI-2OD7FTIRT"2D%(D%Y1(D) QTY=2 TOTAL=2 REV. 15.01.01C.0611.00 SCALE=1.0000 ARNI I READ AND FOLLOW ALL NOTES ON THIS DRA t31 asIMPORTANT"FURNIBHTHIS DRAWINOTOALL OONTRAOTORSINOLUDINOTHE INSTALLERS, TC LL 30.Opsf REF Tnresea require extreme are fe feletefIN,tuowfling,sNPOing.Insta etg sed Erxog.Refer to aed t foaow the latest edema of Best Iedamne Cmnp-2 Safety Infonnetbn,by TPI and WTCA)for aefety predkee Prier to PaWmIeg tires fwcaaea.Ieatmera SW Mme tamperery brag Per SCSI. TC DL 15.Opsf DATE 05-31-2016 FLORIDA umea naad abmwme.toP dood ansa have Wele iy atmehed atf et al ahathhq aed bosom chord alma have a props�attached dgld oemeg.Lowmrre s3—for pet—d lmerel reavatnt of webs an�anavebaWgaamedPe acs eeNana3,B7o a1D,aaapababd.AP*pimatoe hfaaa BC DL 10.Opsf DRWG 1.f QUALITY TRUSS tatdadndpasseda1ahaeasaethea rawxtetaweenmedNheMa. BC LL 0.0psf Refet todrdvMga MA-ZfVm Bteratatd pieta bare. fiW BWNbg GamPotree[e Group Ix.ansa not be raeponal6ie fm am/de•Aatbn f—Ulla QrevlNg, a or� Aare Wm in mnfomumeawan ANSUTPI 1.m for hetxMng,eNpptg.pretaaetbn TEL:(954)975-3384 AaaIaINY@ Ng a,kVoraverpWhftftdeo ,NAatasaaosplameofproheahrW TOT.LD. 55.Opsf O/ALEN. 1 FAX,(954)TRALBL80 for� It tft��Dulpa SVTPlltaxaasd DUR.FAC. � 3Wa PARK CFNTRALBLYD. 1.25 JOB#:16175N POMPANO BEACH,FL 33064Far mom Vlorrealla.—as(ob•e gmrerel tate page ew urea web aux: fiWBCQ-2w abeg.com;TPC www.WW.wg;WTCA:w aIxInduaby.c e;ICGa Iocafe.org SPACING 24.0" ITYPE JACK 3 Vert.R= 22.1#Hor.R= -0.0# [ALPINE](FBC2014Res/TPI-2007)[CJ1A][16175N/11 Brg.# [TCLL 30.0][TCDL 15.01[BCDL 10.0)[BCLL 0.0][DF 1.25110C 24.01[NM 1][SOFFIT 2.01 [MWFRS ASCE Perp/R+-J[OC 24.00][DF 1.60)[NM 11 • • ••• • • • ••• Repetitive Factors Used: Yes •• •• • • • •• •• • 37 PLF @ 0.0 to 37 @ 1.0 Iy= 9.01[100%1 [STD.AUTO.LOADI[OC 24.001[DF 1.25t[NM•1] • • 10 PLF @ -2.0 to 10 @ 0.0 1y=12.71[ 011 ===Bearings==[X-Loc][Reactj[Min Size Req]== Repetitive Factors Used: Yes • • • • • • • • 10 PLF @ 0.0 to 10 @ 1.0 (y=12.71[ 011 [ 0.00][ 44411 161h]10.131 [ 1.001( 137)[0.26] ( 1.00)1 379)10.13) 31 PLF @-2.0to 31 @ 1.0 [y+12.71[•0%}•• • • • • ••• -27 PLF @ 0.0 to -27 @ 1.0 L [y= 9.7][100%] 60 PLF @-2.0 to 60 @ 1.0 [y=12.7)[100%1 10 PLF @ 0.0 to 10 @ 1.0 (y= 3.51[ 0%1 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.51[ 0%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5)(100%] EndPts MaxTen MaxComp AXL BMD CSI GLC S Grade Length Pitch Brace Brg.# 1 Vert.R= 444.2#Hor.R- 0.0# Brg.#1 Vert.R= -55.9 #Hor.R= 19.0# 0- 3 41 0 0.00 0.82 0.82 21 4 SP#2 N 22.89 3.00 Plywd Brg.# 2 Vert.R= -36.5 #Hor.R• -040## • • • •• Brg.#2 Vert.R= 25.4#Hor.R= -0.0# 6- 9 92 -45 0.00 0.43 0.43 23 4 SP#2 N 7.91 3.00Plywd Brg.#3 VeIt.R- -128.5 #HoroR=• -4.0# •• • • •• • Brg.#3 Vert.R= 25.8 #Hor.R= 0.0# 7- 8 0 -0 0.00 0.12 0.12 23 4 SP#2 N 7.25 -0.00 Diaph=____________________________�-_•_-��_-_-•_ • • • • • •• 1- 2 1 0 0.00 0.02 0.02 2 4 SP#3 21.41 -1.64 [FBC pass#2)[OC 24.001[DF 1.PJIV I [MWFRS ASCE Perp/R-+I[OC 24.601[DF 1.60][NM 11 4- 5 1166 -454 -_-= Plate Member=-_- PLATE MEMBER 0.50 -Vert- -----Repetitive Factors Used: Ye • • ••• • ••• • Repetitive Factors Used: Yes 4- 6 353 -149 0.00 0.67 0.67 23 4 SP#2 N 3.16 8.46 Plywd 31 PLF @ -2.0 to 31 @ 1.0 1y=12.7][ 0) -37 PLF @ 0.0 to -37 @ 1.0 [y= 9.01[100%] 3- 4 294 -71 -=-=Fictions Member=- SP#2 N 1.90 -5.04 ----- 20 PLF @ 0.0 to 20@ 1.0 [y= 3.5][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=12.7][ 0%] 6- 7 64 -179 -_-= Plate Member PLATE MEMBER 3.47 -97.48 ----- 20 PLF 0 0.0 to 20 @ 1.0 [y= 3.5][ 0%1 10 PLF @ 0.0 to 10 @ 1.0 (y=12.7]( 0%) 5- 7 43 -13 0.00 0.12 0.12 23 4 SP 92 N 3.21 -4.52 Diaph 4 PLF @ -2.0 to 4 @ -0.1 [y= ][ 0%L • •• ••• •• 27 PLF @ 0.0 to -27 @ 1.0 L (y= 9.7](100%] 0- 1 0 0 -=-=Fictions Member=-=- SP#3 0.00 -Vert- ----- Brg.# 1 Vert.R= 186.6 #Hor.R=• OC • • • • • • • 10 PLF @0.0 to 10 @ 1.0 [y= 3.5][ 0%] Brg.#2 Vert.R= -2.1 #Hor.R= •-0.06•• • • • • •• • -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[100%) EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Brg.#3 Vert.R= -49.4 #Hor.R= A.or • • • •• • • Brg.# 1 Vert.R= -87.8 #Hor.R= 19.0 • • • ••• •• Node X-Loc Y-Loc Plate Cq JSI Method deflY(L) deflY(T) dxL dxT [MWFRS ASCE Perp/L++J[OC 24.001[0 1.60]MM n Brg.#2 Vert.R= -2.7 #Hor.R= -0.0#Brg.#3 Vert.R= 22.1#Hor.R= -0.0# 0 -1.85 8.88 2X41R) 0,80 0.50 N 0.05 L/410 0.11 L/211 0.01 0.02 Repetitive Factors Used: Yes 1 -1.85 8.88 ---- ----- ---- ----- ---- ---- -37 PLF @ 0.0 to -37 @ 1.0 [y= 9.0][100%) [MWFRS ASCE Perp/R--I[OC 24.001[DF 1.60)(NM 1) 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- 10 PLF @ -2.0 to 10 @ 0.0 [y=12.7][ 0%j Reppetitive Factors Used: Yes 3 0.00 9.34 0.00 L/649 0.01 L/335 0.00 0.00 10 PLF @ 0.0 to 10 @ 1.0 [y=12.7)[ 0%1 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0)[100%] 4 0.15 9.28 ---- ----- ---- -- - ---- ---- -10 PLF @ 0.0 to -10 0 1.0 L [y= 9.7][100%J 10 PLF @ -2.0to 10 @ 0.0 (y=12.71[ 0%J 5 0.15 9.24 2X4(A11 0.80 0.27 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 0 1.0 [y= 3.51[ 0%1 10 PLP @ 0.0 to 10 0 1.0 [y=12.7]1 0%] 6 0.36 9.43 0.00 L/999 0.00 L/999 0.00 0.00 36 PLF @-2.0 to 36 @ 0.0 L [y= 9.5)(100%1 -27 PLF @ 0.0 to -27 @ 1.0 L [y= 9.71[100%) 7 0.40 9.15 0.00 L/999 0.00 L/999 0.00 0.00Erg.# 1 Vert.R= 187.1#Hor.R= -14.4# 10 PLF @ 0.0 to 10 @ 1.0 (y= 3.5][ 0%j 8 1.00 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 2 Vert.R= -35.5 #Hor.R= -0,0# -27 PLF 0 -2.0 to -27 @ 0.0 L [y= 9.5](100%1 9 1.00 9.59 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 3 Vert.R= -86.6 #Hor.R= -0.0# Brg,# 1 Vert.R= -55.9 #Hor.R= 19.0# Brg.#2 Vert.R= 25.4 #Hor.R= -0.0# [MWFRS ASCE Perp/L+-][OC 24.0011DF 1 601[NM 11 Brg,#3 Vert.R= 25.8 #Hor.R= -0.0# Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][100%] [MWFRS ASCE Parl++][OC 24.00][DF 1.6010 11 10 PLF @ -2.0 to 10@ 0.0 [y=12.7][ 0%] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.0 [y=12.7][ O%] -37 PLF @ 0.0 to -37 @ 1.0 (y= 9.0][100%] -10 PLF @ 0.0 to -10 @ 1.0 L (y= 9.7][1001 10 PLF @ -2.0 to 10 @ 0.0 [y=12.71[ 0%) 10 PLF @ 0.0 to 10@ 1.0 [y= 3.5][ 0] 10 PLF @ 0.0 to 10 @ 1.0 (y=12.71[ 0%] 36 PLF @ -2,0 to 36 @ 0.0 L [y= 9.5][100%] -10 PLF @ 0.0 to -10 @ 1.0 L [y= 9.7][100%1 Brg.# 1 Vert.R= 219.0#Hor.R= -14.4# 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.5][ 011 Brg.# 2 Vert.R= -7.4 #Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5]1100%] Brg.#3 Vert.R= -82.8 #Hor.R= -0.0# Brg.# 1 Vert.R= -10.5 #Hor.R= 7.4# Brg.#2 Vert.R= -10.4 #Hor.R- -0.0# [MWFRScASCE PerpJL+1[OC 24.001[DF=1 601[NM 1) Brg.#3 Vert.R= -1.2 #Hor.R= -0.0# Repetitive Factors Used: Yes -37 PLF @ 0.0 to -37 @ 1.0 [y= 9.0)(100%] [MWFRS ASCE Parl+-1[DC 24.00][DF 1.60](NM 1] 10 PLF @-2.0 to 10 @ 0.0 y=12.7][ 0%1 Repetitive Factors Used: Yes 10 PLP @ 0.0 to 10 @ 1.0 [y=12.71[ 0%j 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][100%1 -43 PLF @ 0.0 to -43 @ 1.0 L [y=9.7][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=12.71[ 0%1 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51[ 01 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 011 -89 PLF @ -2,0 to -89 @ 0.0 L [y= 9.5][1001 -10 PLF @ 0.0 to -10 @ 1.0 L [y= 9.71[100%1 Brg.# 1 Vert.R= -361.5 #Hor.R= 52.1# 10 PLF 0 0.0 to 10 @ 1.0 1y= 3.511 0%] Erg.#2 Vert.R= 30.1 #Hor.R= -0.0# 10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.51[100%] Brg.#3 Vert.R= 130.4 #Hor.R= 0.0# Brg.#1 Vert.R= 21.4#Hor.R= 7.4# Brg.#2 Vert.R= 17,7#Hor.R= -0.0# [MWFRS ASCE Perp/L--][OC 24.00][DF 1.60)[NM 11 Brg,#3 Vert.R= 2.5 #Hor.R= 0.0# Repetitive Factors Used: Yes 37 PLF @ 0.0to 37 0 1,0 [y= 9.01[100%) [MWFRS ASCE Parl-+][OC 24.001[DF 1.601(NM 11 10 PLF @ -2.0 to 10 @ 0.0 (y=12.71[ 0%] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 0%] -37 PLF @ 0.0 to -37 @ 1.0 [y= 9.0][100%) -43 PLF @ 0.0 to -43 @ 1,0 L [y= 9.7][100%] 10 PLF @ -2.0 to 10 0 0.0 [y=12.7][ 0%] 10 PLF @ 0.0 to 10 @ 1.0 (y=3.5)[ 0%) 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 011 -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.51(100%) -52 PLF @ 0.0 to -52 @ 1.0 L [y= 9.7][100%] Brg.#1 Vert.R= -329.6#Hor.R= 52.1# 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.5][ 0) Brg,# 2 Vert.R= 58.2#Hor.R= -0.0# -52 PLF 0 -2.0 to -52 @ 0.0 L [y= 9.5)[100°x) Brg,# 3 Vert.R= 134.1#Hor.R= 0.0# Brg.# 1 Vert.R= -20B.2 #Hor.R= 37.0# Brg.#2 Vert.R- 9.3 #Hor.R= -0.0# [MNFRS ASCE Perp/R++][OC 24.00][DF 1.601[NM 11 Brg,#3 Vert.R= 5B.4 #Hor.R= 0.09 Repetitive Factors Used: Yes -37 PLF @ 0.0 to -37 @ 1.0 [y= 9.0][100%] IMWFRS ASCE Parl--HOC 24.00][DF 1.60)[NM 11 10 PLF @ -2.0to 10 @ 0.0 [y=12.7][ 0%] Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 1.0 [y=12.71[ 0%] 37 PLF 0 0.0 to 37 @ 1.0 [y= 9.0)[100%1 -27 PLF @ 0.0 to -27 @ 1.0L (y= 9.71(100%] 10 PLF @ -2.0 to 10 @ 0.0 Jy=12.7][ O%] 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51( 0%] 10 PLF @ 0.0 to 10 @ 1.0 [y=12.711 01 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%1 -52 PLF @ 0.0 to -52 @ 1.0 L [y= 9.711100%] Brg.# 1 Vert.R= -87.8 #Hor.R= 19.0# 10 PLF 0 0.0 to 10 @ 1.0 [y= 3.511 0%] Brg.# 2 VeIt,R= -2.7#Hor.R= -0.0# -52 PLF @ -2.0 to -52 @ 0.0 L (y= 9.5][100%1 Brg.# 1 Vert.R= -176.3 #Hor.R= 37.0# 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51( 01] Brg.# 2 Vert.R= 37.4 #Hor.R= -0.0# -251 PLF @ -2.0 to -251 @ 0.0 L [y= 9.51[1001) Erg.# 3 Vert.R= 62.2 #Hor.R= 0.0# [C6C ASCE Wind Rt-+][OC 24.00)[DF 1.601INM 1] • • ••• • • • ••• [MWFRS ASCE PrpD/L+-IIOC=24.00IIDF=1.60)[NM 11 Repetitive Factors Used: Yes •• •• • • • •• •• • Repetitive Factors Used: Yes -176 PLF @ -2.0 to-176 @ 1.0 L [y= 9.7)(1001) • • • • • • • • • • 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][10041 10 PLF @ -2.0 to 10 @ 1.0 [y=12.7][ 01] • • • ••• • • • 31 PLF @ -2.0 to 31 @ 0.0 [y=12.7][ 04] 10 PLP @ 0.0 to 10 @ 1.0 [y= 3.5][ o11 • ••• • • • 31 PLF @ 0.0 to 31 @ 1.0 (y=12.71[ 01] -37 PLF @ 0,0 to -37 S 1.0 [y= 9.01[100%] -10 PLF @ 0.0 to -10 @ 1.0 L [y= 9.7][1004] ----------------------------------------------- 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.51[ HI (C6C ASCE Wind Lt--][OC 24.00][DF 1.601INM 11 36 PLF @ -2.0 to 36 @ 0.0 L (y= 9.51(10041 Repetitive Factors Used: Yes • •• • • • •• Brg.# 2 Vert.R= 313.7 #Hor.R= 10.0# 10 PLF @ -2.0 to 10 @ 0.0 (y=12.71[10041 i i• • • i i • •i i• Brg.# 3 Vert.R= -111.7 #Hor.R= -0.0# -176 PLF @ 0.0 to -176 @ 1.0 L [y= 9.71[1004] 10 PLF@ 0.0 to 10 @ 1.0 [y=12.71( 041 (MWFRS ASCE PrpD/L--][OC 24.00)[DF 1.60][NN 11 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.51( 01] • • ••• • ••• • Repetitive Factors Used: Yes -251 PLF @ -2.0 to -251 @ 0.0 L [y= 9.51110041 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][1004] 31 PLF @ -2.0 to 31 @ 0.0 (y=12.71` 011 [C6C ASCE Wind Rt--]IOC 24.00][DF 1.60)(NM 11 •• • • • •• ••• •• 31 PLF @ 0.0 to 31 @ 1.0 [y=12.7 f( 01] Repetitive Factors Used: Yes • • • • • • • • • -43 PLF @ 0.0 to -43 @ 1.0 L [y= 9.71[10041 -176 PLF @ -2.0 to -176 @ 1.0 L (y= 9.7)[1004) • ••• • • • • •• • 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.51( 04] 10 PLF @ -2.0 to 10 @ 1.0 [y=12.71[ 011 • • • • • •• • • -89 PLF @ -2.0 to -89 @ 0.0 L Iy= 9.51(10041 10 PLF @ 0.0 to 10 @ 1.0 (y= 3.51[ 0°11 • • • • • • • • • Brg.# 1 Vert.R= -225.7 #Hor.R= 52.1# 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][10041 •• • • • • • ••• •• Brg.#2 Vert.R= 52.0 #Hor.R= -0.0# Brg.#3 Vert.R= 105.2 #Hor.R= 0.0# IC6C ASCE Wind Lt--D1(OC 24.00]IDF 1.60](NM 11 Repetitive Factors Used: Yes (MWFEE ASCE PrpD/R+-][OC 24.001[DF 1 60)(NM 11 37 PLP @ 0.0 to 37 @ 1.0 [y= 9.0][1004] Repetitive Factors Used: Yes 31 PLF @ -2,0to 31 @ 0.0 (y=12.7][ 01] 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][10041 -176 PLF @ 0.0 to -176 @ 1.0 L [y= 9.71[1004] 31 PLF @ -2.0 to 31 @ 0.0 (y=12.7][ 011 31 PLF @ 0.0 to 31 @ 1.0 [y=12.7][ 04] 31 PLF @ 0.0 to 31 @ 1.0 [pp=12.7][ 011 20 PLF @ 0.0 to 20 @ 1.0 (y= 3.511 011 -27 PLF @ 0.0 to -27 @ 1.0 L [y= 9.71[10011 -251 PLF @ -2.0 to -251 @ 0.0 L [y= 9.5][1001] 20 PLF @ 0.0 to 20 @ 1.0 [yr 3.51[ 01] =-=......... ----------------- --------- --- -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[1001] [C6C ASCE Wind=Rt--DI[OC 24.00][DF 1.601INM 11 Brg.# 1 Vert.R= 48.0 #Hor.R= 19.0# Repetitive Factors Used: Yes Brg.# 2 Vert.R= 19.2 #Hor.R= -0.0# -176 PLF @ -2.0 to -176 @ 1.0 L (y= 9.71110011 Brg.# 3 Vert.R= -3.1 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 1.0 Iy=12.7][ 011 20 PLF @ 0.0 to 20 @ 1.0 Iy= 3.51[ 01l [MWFR6 ASCE PrpD/R--J(OC 24.00)[DF=1¢60j[NM 1] 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.01[10011 Repetitive Factors Used: Yes - - - ---- - - - - - - - - - - - --- - -- 37 PLP @ 0.0 to 37 @ 1.0 (y= 9.0](1001] 31 PLF @ -2.0 to 31 @ 0.0 [y=12.71[ 01j 31 PLF @ 0.0 to 31 @ 1.0 [pp=12.7][ 01] -27 PLF @ 0.0 to -27 @ 1.0 L Iy= 9.7][1001] 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.51[ 011 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[1004] Brg.# 1 Vert.R= 48.0 #Hor.R= 19.0# Brg.#2 Vert.R= 19.2 #Hor.R= -0.0# Brg.# 3 Vert.R= -3.1 #Hor.R= -0.0# IMWFRS=ASCE Pr1D+-][OC 24.00][DF 1.601(NN 11 Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 1.0 ly= 9.0][1004] 31 PLF @ -2.0to 31 @ 0.0 [y=12.71[ 011 31 PLF @ 0.0 to 31 @ 1.0 [y=12.71[ 011 -10 PLF @ 0.0 to -10 @ 1.0 L [yy= 9.71[1004] 20 PLF @ 0.0 to 20 @ 1.0 ly= 3.51[ 01] -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.51(1001) Brg.# 1 Vert.R= 125.3 #Hor.R= 7.4# Brg.#2 Vert.R= 11.5 #Hor.R= -0.0# Brg.#3 Vert.R= -26.4 #Hor.R= -0.0# ----------------------------------------------- - - - - - - - - - - - - - - - - - - - -- - - - (MWFRS ASCE PrD1--HOC 24.00)[DF 1.60][NM 11 Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 1.0 [y= 9.0][10011 31 PLF @ -2.0to 31 @ 0.0 [y=12.71[ 01j 31 PLF @ 0.0 to 31 @ 1.0 [y=12.71( 041 -52 PLF @ 0.0 to -52 @ 1,0 L [y= 9.71[10041 20 PLF @ 0.0 to 20 @ 1.0 1pp= 3.5][ 041 -52 PLF @ -2.0 to -52 @ 0.0 L [y= 9.5][10011 Brg.# 1 Vert.R= -72.4 #Hor.R= 37.0# Brg.# 2 Vert.R= 31.2 #NOr.R= -0.0# Brg.#3 Vert.R= 33.2 #Hor.R= -0.0# (C6C ASCE Wind Lt-+]IOC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -37 PLF @ 0.0 to -37 @ 1.0 [y=9.01(1001] 10 PLF @ -2.0 to 10 @ 0.0 (y=12.711 0°1] -176 PLF @ 0.0 to -176 @ 1.0 L [y= 9.7)(10011 10 PLF @ 0.0 to 10 @ 1.0 (y=12.71[ 011 Job: 16175N /CJ3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 8/1/2013) • • ••• 176 mpl*wind,16.00 R mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC • .0.0: •• • ••• • jL=3.0 V.O:BC DL=5.0 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 N Bot chord 2x4 SP#2 N : 1rnaloos andieactions based on MWFRS with additional C&C member design. :Lt Level Return 2x4 SP#3: • • go"' •• • • • • ••• Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. • •• • • •• • •• • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• R=77#U=39# NAILED 12 3 p N m2X4(A1 S4 T N N -2X4(R 1 T 1 I1{ r 2' 3' R=416#U=251#RL=739 W=8" R=47#R�539 U=15# NAILED (Rigid Surface) LEFT RAKE=2'0"12 SEQ= 323347 PLT.TYP.-WAVE DESIGN CRIT"FBC2014RES"1.2007FTIRT"20%(C%y1(0) QTY=2 TOTAL=2 REV. 15.01.01C.0611.00 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.Opsf REF Truasea repave a,d—care m reErkafing,IamNng.ahipplhg,EnshOi B aeM bracing.Raley to aro fa—tb Went ea0mn Of Best(BuaalnB Coeponaa Safety information,by TPI and WTCA)far safety preatim prior to peformingthose famnona.twaaere shall prevae tampormy bracing Par BCSI. TC D L 5. ps DATE 05-31-2016 UNessamen othe-fte.lop chard Ohm p opery ahaolme aauataal slmalning ora oohom chord FLURYDA ahaoha.a prop"atmohedrigid oa• .Loaatiomsl�n,for parhanaotWraa eraltmofmb BC DL 10.Opsf DRWG WWh—bracing baReOad per BCSI sedWm 83,B7 or B10,as applicable.Apply platen to each face QUALITY TRUSS a for t ane position"snow 1 alg a ana to os goad Dorms,m regia hated�n�n res. BC LL 0.0 psf Rarer m drewmga 16oA-2 far s Grasp tin pWa rtat be frw ure to b cothe b—croup Ian.ensu rat b reapena,ar fm arty ekv,N more thin drawing. aro of build In cmfmmantawMh ANSUfPI 1.or for haMibg,ahlppMg.bmlaAalion &bracing TOT.LD. 55.Opsf O/A LEN. 3 TELAX:(954)975-3384 A i ft vox dra it�ftowr Mp is dol Rating th m Tft p,IndlabbIlaNa tm"pmrm la draw1h; 1.25 JOB#: 16175N FAX:(954)TRALBL97&8980 a r vri snp raapem�y aeaN ver Ba tho B!drown. lghar W AN and 1ne or w.dmvBlg � 3635 PARK CEMRALBLYD. far myaltuelun MrM f"ponabAEy 0181.BVAtling Daalpmr Par ANegTPl18n1 DUR.FAC. POMPANO BEACH,FI.,33064 For more Wormatron sae M lobe general naas page ma Bmae web alma: TWSCG:www.Bwbcg.com:TPI:www.tpmst.org;WTCA:www.abeindeaby.eom:ICC'/w 1coaafe.eg SPACING 24.0" TYPE JACK [ALPINE][FBC2014Res/TPI-20071[CJ3][16175N/11 Brg.# 2 VeIt.R= -1.7#Hor.R= -0.0# [TCLL 30.0][TCDL 15.0][BCDL 10.0][BCLL 0.0][DF 1.25](OC 24.01INM 11ISOFFIT 2.01 Brg.#3 Vert.R= -16.2 #Hor.R= 0.O# • • ••• • • • ••• (MWFRS ASCE Perp/R+-][OC 24.00][DF 1.601[NM 11 •• •• • • • •• •• • Reppetitive Factors Used: Yes (STD,AUTO.LOADI(OC 24.001[DF 1.2514NM 4] • • • • • w • • 12 PLF @ 0.0 to 12 @ 3.0 [y= 9.01(100%1 ===Bearings==[X-Loc][React][Min Size Req]== Repetitive Factors Used: Yes • • • ••• • • • 10 PLF @ -2.0 to 10 @ O.D [y=13.2]( 0%] ( 0.00][ 416][ 129h][0.13] [ 3.00)[ 63110.261 [ 3.00][ 77][0.131 31 PLF @-2.0 to 31 @ 3.0 [y3.2J[ %1• • • • 10 PLF @ 0.0 to 10 @ 3.0 [y=13.21[ O%] 60 PLF @ -2.0 to 60 @ 3.0 [y- 3.21[100%1 -27 PLF @ 0.0 to -27 @ 3.0 L [y=10,2](100%] 20 PLF @ 0.0 to 20 @ 3.0 [y= 3.51[ 0%j 10 PLF @ 0.0 to 10 @ 3.0 (y= 3.5][ 0%] EndPts MaxTen MaxComp ARL END CSI GLC S Grade Length Pitch Brace 4 PLF @-2.0 to 4 @ -0.1 Iy= 8.511 Ot] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] 0- 3 42 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd Brg.# 1 Vert.R= 416.0 #Hor.R= 0.Qjk 6- 9 19 -44 0.00 0.32 0.32 23 4 SP#2 N 32.65 3.00 Plywd Brg.# 2 Vert.R= 15.4 #Hor. _•• Q,Q#• • • • •• Br g#1 Vert.R= 31.3 #Hor.R= 32.3# •• • • •• • Brg.# 2 Vert.R= 29.7#Hor.R= -0.0# 7- 8 0 0 0.00 0.12 0.12 25 4 SP#2 N 31.25 -0.00 Diaph Brg.# 3 Vert.R= 76.6#Hor. - • O;ti# • • • • • • •• Brg.#3 Vert.R= -12.7 #Hor.R= 0.0# 1- 2 1 0 0.00 0.02 0.02 1 4 SP#3 21.41 -1.64 __________ ___________________a=•-=•-_�-_-_ • • • • • • _ 4- 5 588 -435 -_--Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- (FBC pass#2][OC 24.00][DF 1.291[1)![110 • • • • • • • [MWFRS ASCE Perp/R-+][OC 24.001[DF 1.601INM 1] 4- 6 124 -134 0.00 0.50 0.50 23 4 SP#2 N 3.16 8.46 Plywd Repetitive Factors Used: Yes • • ••• • ••• • Repetitive Factors Used: Yes 3- 4 172 -74 -=-=Fictious Member= SP#2 N 1.90 -5.04 ----- 31 PLF @ -2.0 to 31 @ 3.0 [y=13.2][ 0%] -12 PLF @ 0.0 to -12 @ 3.0 (y= 9.0][100%I 6- 7 131 -136 -_--Plate Member=-_- PLATE MEMBER 3.47 -97.47 ----- 20 PLF @ 0.0 to 20 @ 3.0 [y= 3.5][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.21[ 0%] 5- 7 54 -42 0.00 0.12 0.12 23 4 SP#2 N 3.21 -4.52 Diaph20 PLF @ 0.0 to 20 @ 3.0 [y= 3.5][ 0%] 10 PLF @ 0.0 to 10 @ 3.0 [y=13.2)[ 0%J 0- 1 0 O -=-=Fictious Member=-=- SP#3 0.00 -Vert- ----- 4 PLF @ -2.0 to 4 @-0.1 [y= PA( A%]• • •• ••• •• .27 PLF @ 0.0 to -27 @ 3.0 L [y--10.2)(100k) Brg.# 1 Vert.R= 200.2#Hor.R= •X0.0#0• • •• 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.51[ 0%) EndPts MaxTen MaxComp ARL GLC S Grade Length Brace Brg.# 2 Vert.R= 47.2 #HoI.R- -0,0#• • • • •• • • 27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[100%] Brg.# 3 Vert.R= 29.6 #Hor.R= 0.0#• • • • • • • • Brg.# 1 Vert.R= -66.1 #Hor.R= 32.3# Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT • • ••• •• Brg.#2 Vert.R= -1.7 #Hor.R= -0.0# 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.05 L/423 0,11 L/200 0.01 0.02 [MWFRS ASCE Perp/L++110C 24.00][DF 1.60](NM 11 Brg.#3 Vert.R= -16.2 #Hor.R= 0.0# 1 -1.85 8.88 ---- ----- ---- --- ---- ---- Repetitive Factors Used: Yes 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- -12 PLF @ 0.0 to -12 @ 3.0 [y= 9.0](100%) [MWFRS ASCE Perp/R--][OC 24.001IDF 1.601[NM 11 3 0.00 9.34 0.00 L/675 0.01 L/320 0.00 0.00 10 PLF @-2.0 to 10 @ 0.0 [y=13.2][ O%] Repetitive Factors Used: Yes 4 0.15 9.28 ---- ----- ---- ----- ---- ---- 10 PLF @ 0.0to 10 @ 3.0 [y=13.2)[ 0%J 12 PLF @ 0.0 to 12 @ 3.0 Jy= 9.0][100%] 5 0.15 9.24 2X4(Al) 0.80 0.24 0.00 L/999 0.00 L/999 0.00 0,00 -10 PLF @ 0.0 to -10 @ 3.0 L [y=10.21(100%1 10 PLF @-2.0 to 10 @ 0.0 (y=13.2][ 0%] 6 0.36 9.43 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.5][ 0%1 10 PLF @ 0.0 to 10 @ 3,0 Jy=13.21[ 0%] 7 0.40 9.15 0.00 L/999 0.00 L/999 0.00 0.00 36 PLF @-2.0 to 36 @ 0.0 L [y= 9.51(100%1 -27 PLF @ 0.0 to -27 @ 3.0 L Jy=10.21[100%] 8 3.00 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.#1 Vert.R= 119.2 #Hor,R= -9.2# 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.511 0%j 9 3.00 10.09 0.00 L/999 0.00 L/999 0.00 0.00 Brg.#2 Vert.R= -14,8 #Hor.R= -0.0# -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.51[100%1 Erg.#3 Vert.R= -22.6 #Hor.R= 0.0# Erg.#1 Vert.R= -31.3 #Hor.R= 32.3# Brg.#2 Vert.R= 29.7#Hor.R= -0.0# [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][MM 11 Brg.#3 Vert.R= -12.7#Hor.R= D.0# Repetitive Factors Used: Yes 12 PLF @ 0.0to 12 @ 3.0 [y=9.0][100%] (MWFRS ASCE Parl++][OC 24.00][DF 1.601INM 11 10 PLF @ -2.0 to 10 @ 0.0 Iy=13.21[ 01 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 3.0 (y=13.21[ 0%] -12 PLF @ 0.0 to -12 @ 3.0 [y= 9.0](1001 -10 PLF @ 0.0 to -10 @ 3.0L [y=10.2][100%] 10 PLF @ -2.0 to 10 @ 0.0 (y=13.2][ 0%] 10 PLF @ 0.0 to 10 @ 3.0 [y=3.51[ 0%1 10 PLF @ 0.0 to 10 @ 3.0 (y=13.21[ D%] 36 PLF @ -2.0 to 36 @ 0.0 L [y=9.5)[1001] -10 PLF @ 0.0 to -10 @ 3.0 L [y=10.2][100%1 Brg.# 1 Vert.R= 154.1 #Hor.R= -9.2# 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.5][ 01] Brg.# 2 Vert.R= 16.5 #Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5)[100%] Brg.#3 Vert.R= -19.1#Hor.R= 0.0# Erg.#1 Vert.R= -0.9 #Hor.R- 12.6# Brg.#2 Vert.R= -3.1#Hor.R= -0.0# (MWFRS ASCE Perp/L-+j(OC 24.00][DF 1.60][NM 11 Brg.#3 Vert.R= -1.3 #Hor.R= 0.00 Re ppetitive Factors Used: Yes 12 PLF @ 0.0 to -12 @ 3.0 [y= 9.0][100%] [MWFRS ASCE Parl+-][OC 24.00][DF 1.60][NM 11 10 PLF @-2.0to 10 @ 0.0 [y=13.21[ 0%) Repetitive Factors Used: Yes 10 PLY @ 0.0 to 10 @ 3.0 [y=13.21[ 01 12 PLF @ 0.0 to 12 @ 3.0 [y= 9.0](1001) -43 PLF @ 0.0 to -43 @ 3.0 L [y=10.2][10011 10 PLF @ -2.0 to 10 @ 0.0 (y=13.21[ 0%) 10 PLF @ 0.0to 10 @ 3.0 [y= 3.511 0%] 10 PLF @ 0,0 to 10 @ 3.0 [y=13.2][ 0%] -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.511100%] -10 PLF @ 0.0 to -10 @ 3.0 L (y=10.2)(100%j Brg.# 1 Vert.R= -250.5#Hor.R= 73.4# 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.5][ Otj Brg.# 2 Vert.R= 11.4 #Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][1001 Brg.# 3 Vert.R= -9.5 #Hor.R= 0.0# Brg.# 1 Vert.R= 34.0 #Hor.R= 12.0 Brg.# 2 Vert.R= 28.3 # Hor.R= -0.0# [MWFRS ASCE Perp/L--J[OC 24.00][DF 1.60](NM lJ Brg.# 3 Vert.R= 2.2 # Hor.R= 0.0# Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 3.0 [y= 9.0][100%1 [MWFRS ASCE Parl-+I[OC 24.00][DF 1.60][NM 11 10 PLF @ -2.0 to 10 @ 0.0 [y=13.21[ 0%1 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 3.0 (y=13.21[ 0%1 -12 PLF @ 0.0 to -12 @ 3.0 [y= 9.0][100%j -43 PLF @ 0.0 to -43 @ 3.0 L [y=10.21[100%j 10 PLF @ -Z.O to 10 @ 0.0 Iy=13.2][ 0%] 10 PLF @ 0.0 to 10 a 3.0 [y= 3.5][ O%1 10 PLF @ 0.0 to 10 @ 3.0 Jy=13.211 O%) -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5][100%] -52 PLF @ 0.0 to -52 @ 3.0 L (y=10.21[1001 Brg.# 1 Vert.R= -215.6 #Hor.R= 73.4# 10 PLF @ 0.0 to 10 @ 3.0 (y= 3.5][ 01) Brg.# 2 Vert.R= 42.8 #Hor.R= -0.0# -52 PLF @ -2.0 to -52 @ 0.0 L (y= 9.5)[100%] Brg.# 3 Vert.R= -6.0 #Hor.R= 0.0# Brg.# 1 Vert.R= -167.8 #Hor.R= 63.0# Brg.# 2 Vert.R= 0.4 #Hor.R= -0.0# (MWFRS ASCE Perp/R++][OC 24.00JIDF 1 601[NM 1) Brg.#3 Vert.R= -39.4 #Hor.R= 0.0# Repetitive Factors Used: Yes -12 PLF @ 0.0 to -12 @ 3.0 (y= 9.0](100%] (MWFRS ASCE Parl--1[OC 24.001[DF 1.60](NM 11 10 PLF @ -2.0 to 10 @ 0.0 [y=13.2][ 0%) Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 3.0 [y=13.2]( 0%j 12 PLF @ 0.0 to 12 @ 3.0 [y= 9.01[100%] -27 PLF @ 0.0 to -27 @ 3.0 L [y=10.2][100%] 10 PLF @ -2.0 to 10 @ 0.0 Jy=13.21[ 0°s1 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.51[ 0%j SO PLF @ 0.0 to 10 @ 3.0 Jy=13.211 0%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] -52 PLF @ 0.0 to .52 @ 3.0 L Jy=10.2)[100%] Brg.# 1 Vert.R= -66.1 9 Hor.R= 32.3# 10 PLF @ 0.0 to 10 @ 3.0 Jy= 3.51[ O%] -52 PLF @ -2.0 to -52 @ 0.0 L (y. 9.51[100] 10 PLF @ 0.0 to 10@ 1.0 [y=13.21[ okI Brg.# 1 Vert.R. -132.9 #Hor.R= 63A -149 PLF @-2.0 to -149 @ 0.0 0 L (y- 9.5)11004) Brg.# 2 Vert.R= 31.7 #Hor.R= -0.0# 10 PLF @ 1.0 to 10 @ 3.0y=13.21( OkI Brg.# 3 Vert.R- -35.9 #Hor.R= 0.0# 10 PLF @ 0.0 to 10 @ 3.0 iy= 3.51[ Otj -61 PLF @ 1.0 to -61 X 3.0 L (y=10.21(1004] fMWFRS ASCE PrpD/L+-][OC 24.00)[DF 1.60)(NM 11 010 Repetitive Factors Used: Yes (CkC ASCE Wind Rt-+I(OC 24.00][DF 1.60][NM 11 12 PLF @ 0.0 to 12 @ 3.0 ly. 9.0][100%] Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 y=13.21[ 04) -12 PLF @ 0.0 to -12 3 3.0 [y= 9.01[100) 0 0 0 0 0 • 0 0 0 0&0 31 PLF @ 0.0 to 31 @ 3.0 ty-13.2][ H) 10 PLF @ -2.0 to 10 @ 0.0 (y=13.21[ 01] -10 PLF @ 0.0 to -10 3.0 L 1�=10.21[loot] -115 PLF @ 0.0 to -115 3.0 L [y=10.2][1001) 20 PLF @ 0.0 to 20 @ 3.0 ly= .5]1 041 10 PLF 0 0.0 to10 3.0 1y-13.211 Otl 36 PLF @ -2.0 to 36 6 0.0 L [y= 9.5](1004] 10 PLF 0 0.0 to 10 3 0 (r�3.511 OU 0 9 0 Brg.# 1 Vert.R= 254.9 Hor.R= :9 0 6.0 0 .2# -61 PLF @ -2.0 t -6 Y= 9.511100t] 0 so 0 •0 a 0 0 •0 a 0 Brg.# 2 Vert.R= 27.3 # Hor.R= -o.o# ...=-==-=-=JD * 0 0 • • Brg.# 3 Vert.R= -0.6 Hor.R= 0.0# (CkC ASCE Wind Lt--][OC 24.00][DF 1.601[NM 11 • 0 1 a : : :: :: • = ---=-=-=-= Repetitive Factors Used: Yes 0 • a 0 0 9 a 0 0 0 jMWFRS ASCE PrpD/L--IIOC 24.00][DF 1.60][NM 1] -115 PLF @ 0.0 to -115 @ 1.0 L (y= 9,7][1004] Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 (y=13.21[ Ot] 12 PLF @ 0.0 to 12 @ 3.0 [y= 9.0][1004] 12 PLF @ 0.0 to 12 @ 3.0 iy= 9.0][I004] 31 PLF @ -2.0 to 31 @ 0.0 [y=13.2]( Ok] 10 PLF @ 0.0 to 10 9 1.0 Y=13.2�9[.Sok] 00 a Is a so a 0 a go 31 PLF @ 0.0 to 31 @ 3.0 (y=13.2]( otl -149 PLF -2.0 to -149 @ 0.0 L (y- [loot] 0.0 -43 PLF @ 0.0 to -43 @ 3.0 L (3.51[ lo 21 1100VI 10 PLF @ 1.0 to 10 0 3.0 [y=13.2)( Oki 20 PLF @ 0.0 to 20 @ 3.0 [y. .5 1 i 041 10 PLF @ 0.0 to 10 @ 3.0 (y=3.51( 0 k 0 -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.51 1100%] -61 PLF 1.0 to -61 3 3.0 L [y=10.21[1001 a 0 0 a 0 • 0 see db 0 Brg.# 1 Vert.R= -114.9 #Hor.R= 73.4# Brg.# 2 Vert.R= 53.5 #Hor.R= -0.0# [C&C ASCE Wind Rt--I[OC 24.00][DF 1.60][NM 11 Brg.# 3 Vert.R= 12.5 #Hor.R= DA Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 3.0 (y= 9.0)[1004] [MWFRS ASCE PrpD/R+-]IOC 24.00][DF 1.60]1NM 11 10 PLF @ -2.0to 10 @ 0.0 [y=13.2][ 04] Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 3.0 L [y-10.21[1004] 12 PLF @ 0.0 to 12 @ 3.0 [y. 9.0]11004) 10 PLF 9 0.0 to 10 @ 3.0 ly=13.21[ Ok) 31 PLF @ -2.0 to 31 0 0.0 ty=13.211 0�1 10 PLF 10 @ 3600(K=3.51[ Otj 0 3 -61 @ To% 61 3 31 PLF @ 0. to I @ 3.0 fy--13.21[ ok) PLF @ . t - [Y-- 9.5][1004] -27 PLF @ 0.0 to -27 @ 3.0 L [ 10.21[look] 20 PLF 8 0.0 to 20 @ 3.0 ly- I Ok) [C&C ASCE Wind Lt--D][OC 24.00](OF 1.60][NM 1] -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][1004] Repetitive Factors Used: Yes Brg.# I Vert.R= 69.5 #Hor.R- 32.3# -115 PLF @ 0.0 to -115 @ 1.0 L [y= 9.71[1004] Brg.#2 Vert.R- 40.4 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 [y=13.2][ Ot] Brg.#3 Vert.R. 5.9 #Hor.R= 0.0# 12 PLF @ 0.0to 12 @ 3.0 iy= 9.01[1004] 31 PLF @ 0.0 to 31 @ 1.0 (y=13.2][ Ot] jKWFRG ASCE PrpD/R--][OC 24.00][DF 1.60)[MM 11 -149 PLF @-2.0 to -149 @ 0.0 L [y- 9.5][1001] Repetitive Factors Used: Yes 31 PLF @ 1.0 to 31 @ 3.0 ly=13.21 OkI 12 PLF 0 0.0 to 12 @ 3.0 ly= 9.0111004] 20 PLF @ 0.0 to 20 @ 3.0 jy= 3.5) OkI 31 PLF @-2.0 to 31@ 0 ly=13.211 041 -61 PLF @ 1.0 to -61 1 3.0 L [y=10.2][1004] 31 PLF 8 0:0 to 31 a 3.0 0 [y=13.2][ "] - -27 PLF R 0.0 to -27 @ 3.0 L [y=10.2](1004] [CkC ASCE Wind Rt--D][OC 24.00][DF 1.60][NM 11 20 PLF @ 0.0 to20 9 3.0 fr3.511 Otl Repetitive Factors Used: Yes -27 PLF @ -2.0 to -27 @ 6.0 [Y. 9.51[100%] 12 PLF @ 0.0 to 12 @ 3.0 [y= 9.01[1004] Brg.# I Vert.R= 69.5 0 Hor.R= 32.3# 31 PLF @-2.0 to 31 @ 0.0 (y=13.21[ Otj Brg.#2 Vert.R. 40.4 #Hor.R= -0.0# -115 PLF @ 0.0 to -115 @ 3.0 L [y-10.2](1004) Brg.#3 Vert.R= 5.9 #Hor.R= 0.09 31 PLF Q 0.0 to 31 Q 3.0 (y=13.21[ Otj 20 PLF @ 0.0 to 20 @ 3.0 (y= 3.51( Otl [MWFRS ASCE PrID+-1 JOC 24.001[DF 1.60][NM 1] -61 PLF 0 -2.0 to -61 9 0.0 L [y= 9.5][1004] Repetitive Factors Used: Yes 12 PLF @ 0.0to 12 @ 3.0 Y. 9.01(1004) 31 PLF @ -2.0 to 31 @ 0.0 iy=13.21[ 04) 31 PLF @ 0.0 to 31 @ 3i0 [�=l3.2][ 04] -10 PLF @ 0.0 to -10 @ .oy=10.21[10041 20 PLF @ 0.0 to 20 @ 3.0 fy= 3.511 041 -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][10041 Brg.# I Vert.R= 134.7 #Hor.R= 12.6# Brg.# 2 Vert.R= 39.0 #Hor.R= -0.0# Brg.# 3 Vert.R= 20.7 #Hor.R= 0.0# [KWFRS ASCE PrDl--](OC 24.001[DF 1.60](NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.0to 12 @ 3.0 IY= 9.011100%) 31 PLF @ -2.0 to 31 @ 0.0 13.2 04) !Y= 31 PLF @ 0.0 to 1 @ 3.0 y--13.21[ 041 -52 PLF @ 0.0 to -52 @ 3.0 L (r10.2111001 20 PLF @ 0.0 to 20 @ 3.0 ly- .51[ 04] -52 PLF @ -2.0 to -52 @ 0.0 L [y- 9.51[1004) Brg.# I Vert.R= -32.2 #Hor.R= 63.0# ErgJ 2 Vert.R- 42.5 #Hor.R= -0.0# Brg.#3 Vert.R= -17.3 #Hor.R= 0.0# (C&C ASCE Wind Lt-+I[OC 24.00)(DF 1.60)[NM 11 Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 1.0 L (y- 9.7][1004] 10 PLF @ -2.0 to 10 @ 0 0 (y=13.2][ Gt] -12 PLF @ 6.0 to -12 @ i.0 T;= 9.01[1004] Job: 16175N /CJ3A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 611/2013) • • ••• 1V mph wind,j5. 41ean hgt,ASCE 7-10,PART._ENC.bldg,Located anywhere in roof,RISK CAT II,EXP C.wind TC •• •• • DLg6.0#%f,v"B� L=5.0 psf.GCpi(+/-)=0.55 Top chord 2x4 SP#2 N • • • • �• • • • • •i""'i Bot chord 2x4 SP#2 N loRds an&eacttbns based on MWFRS with additional C&C member design. :Lt Level Return 2x4 SP#3: • • ••• totlZim thord cRecPe1 for 10.00 psf nm-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep Increase factor for dead load is 1.50. so • • • •• • • •• • • • •• • • • • • • •• • • • • • • • • • • • • ••• • ••• • • ••• • • • • •• • •• • • • • • ••• •• R=78#U=43# NAILED 3 12 v =2X4(At v T N_ 1D -2X4(R T 1 2' 3- R=406#U=2860 RL=73#W=8" R=47#Rw=86#U=47# NAILED (Rigid Surface) LEFT RAKE=2'0"12 SEQ= 325546 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESRPI.MW F7M-M%(0%y1(0) QTY=2 TOTAL=2 REV. 15.01.010.0611.00 SCALE=1.0000 AR IN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF w "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THS INSTALLERS, P Truax ed—cerambobI tlaftW"g.smaPlq,hmt.1bgemmxma.ftWtos.d Wow the tmel edton of BCSI(Buumgg CompoaN Safely mrorossom W TPI era WTCA)for safely TC DL 15.0 psf DATE 05-31-2016 wastes fubr m Ped.rrmg these fuacs—tamvero and worms tmwmn�g per SCSI. udas roma ovmMme,top shore shd nave property anatmd wldmal WmM to sod bottom shad FI.ORIDA shma hav 8 MWfy attched rDm are m .Loca—ram for pmmarmm werel restrM o1webs BC DL 10.0 psf DRWG shaO have breoing M.m per BCSI ea0oa W.B7 or 810,a appO4abie.Appry pieta to each faro QUALITY TRUSS a I�.od°r'aw°¢s,eoaAzsmda%aaoemus.unea mmdonewme. BC LL O.Opsf riff BuOdtg CompoaNs Graf me.shd not be mprmmm for airy devtbon from Oft ft". arty te8faa to hu0tl Om traa t oerformace Wn ANBgTPI 1,or for h--Mm.w0ptg.h aaatmr abmctg.f TOT.LD. ps O/A LEN. 3 TEL:(954)975-3384 Anal a tht dm v or Pt"haw nt Raft.kdWa aapturoa of wobn6vl FAIL:(954)978-8986 mr4howftnapembWso*frNdatoO n TfnaulabRyanduaoftNadmMa DUR.FAC. 1.25 JOB#:16175N 3WPARKCENTeALBT.VD. foramy structm t lM mpeahtly of ft 8OIIdM DaWwr pr ANSMI t eat For—Irdarma'"eaeOft Job.garalmt.pageaWIh— .b W1- SPACING 24.0" JACK POMPANO BEACH,FL 33064 rnNBCG:rnvw.aataa 00M TPI:ww t tdA:www. .rg WTCebwm:mmhy.coICC:ww.maaare.mg TYPE [ALPINEI(FBC2014Res/TPI-2007][CJ3A)[16175N/11 Brg.#3 Vert.R= 19.8 #Hor.R= 0.0# [TCLL 30.0][TCDL 15.0][BCDL 10.01[BCLL 0.011DF 1.25][0C 24.0)[NM[)[SOFFIT 2.01 [MWFRS ASCE Perp/R+-)(OC 24.001IDF 1.60](NM 11 • • ••• • • • ••• Repetitive Factors Used: Yes •• •• • • • •• •• • 37 PLF 0 0.0 to 37 0 3.0 lY= 9.0](1004] ISTD.AUTO.LOADI(OC 24.001(DF 1.95)(W 1= • • • • • • • 10 PLF 0 -2.0 to 10 0 0.0 Iy=13.2][ 04] ===Bearings==[X-Locj(React][Min Size Re I== Repetitive Factors Used: Yes • *•• • 10 PLF 0 0.0 to 10 0 3.0 1y=13.211 04] [ 0.00][ 4061( 129h](0,131 [ 3.0011 95](0.261 ( 3.00][ 78110.131 31 PLF 0 -2.0 to 31 0 3.0 =13.21•+ ply• • • • • ••• -27 PLF B 0.0 to -27 0 3.0 L [y=10.2)(100t] 60 PLF 0 -2.0 to 60 8 3.0 [y=13.21[100 ] 10 PLF® 0.0 --o 10 8 3.0 (y= 3.511 04] 20 PLF 0 0.0 to 20 0 3.0 [y= 3.5)[ 09x1 -27 PLF 0 -2.0 :.o -27 0 0.0 L Iy= 9.5)(10041 EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace Brg.#1 Vert.R= 406.3 #Hor.R= -0.0# Brg.#1 Vert.R= 4.6 #Hor.R= 32.3# 0- 3 41 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd Brg.#2 Vert.R= 16.4 #Hort= # • • • •• Brg.# 2 Vert.R= 61.9 #Hor.R= -0.0# 6- 9 19 -43 0.00 0.29 0.29 23 4 SP 92 N 32.65 3.00 Plywd Brg.#3 Vert.R= 78.4#HV.Rib • A# •• • • •• • Brg.#3 Vert.R= -9.1#Hor.R= 0.0# 7- 8 0 -0 0.00 0.16 0.16 25 4 SP#2 N 31.25 -0.00 Diaph=---------------------=-=-=s =s tea== r= _• • • • • •• _-_ _ __ __ _ _ _ _ _ _ __ ___ 1- 2 1 0 0.00 0.02 0.02 2 4 SP#3 21.41 -1.64 [FBC pass#2][OC 24.001[DF 1.25�[NM911• • • • • • • (MWFRS ASCE Perp/R-+][OC 24.001[DF 1.601[NM 11 4- 5 618 -420 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- -----Repetitive Factors Used: !2s• • • • • • • • • Repetitive Factors Used: Yes 4- 6 138 -130 0.00 0.51 0.51 23 4 SP#2 N 3.16 8.46 Plywd 31 PLF 0-2.0 to 31 0 3.1[y=13.11[ 041 ••• • ••• • -37 PLF 0 0.0 to -37 0 3.0 [y= 9.0)[1004] 3- 4 172 -71 -=-=Fictious Member=-=- SP#2 N 1.90 -5.04 ----- 20 PLF 0 0.0 to 20 0 3.0 [y= 3.51[1004] 10 PLF 0 -2.0to 10 0 0.0 (y=13.2)[ 04] 6- 7 165 -170 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.47 ----- 20 PLF 0 0.0 to 20 0 3.0 [y=3.51[ 04] 10 PLF 0 0.0 to 10 0 3.0 [y=13.21[ 041 5- 7 58 -46 0.00 0.12 0.12 23 4 SP#2 N 3.21 -4.52 Diaph 4 PLF 0 -2.0 to 4 0 -0.1 (y=8.5)[ 0k1 • •• ••• •• -27 PLF 0 0.0 to -27 0 3.0 L (y=10.21(100'%) 0- 1 0 -0 -=-=Fictious Member=- SP#3 0.00 -Vert- -----Brg.# 1 Vert.R= 200.2#Hor.R= 0. # 10 PLF 0 0.0 to 10 0 3.0 [y= 3.51[ 04] Brg.# 2 Vert.R= 47.2 #Hor.R�• -0 4 : : :• •• -27 PLF 0-2.0 to -27 0 0.0 L [y= 9.51[10041 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Erg.#3 VeIt.R- 29.6#Hor.R- •0 A • • • •• • • Brg.# 1 Vert.R- -102.0 #Hor.R- 32.3# ----------------------=-s=-s=-s=-• • • • • • Brg.#2 Vert.R= -34.0 #Hor.R= -0.0# Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT [MWFRS ASCE Perp/L++][OC 24.001"1.601[NP 11 • • • 000 •• Erg.#3 Vert.R= -19.8 #Hor.R= 0.0# 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.05 L/441 0.10 L/213 0.01 0.02 Repetitive Factors Used: Yes =--------------------------------- ----------- 1 -1.85 8.88 ---- ----- ---- ----- ---- ---- -37 PLF 0 0.0 to -37 0 3.0 (y= 9.0][1004] [MWFRS ASCE Perp/R--]IOC 24.00][DF 1.601[NM 1] 2 -0.08 8.64 ---- -•--- ---- ----- ---- ---- 10 PLF 0 -2.0 to 10 0 0.0 [y=13.21[ 04] Reppetitive Factors Used: Yes 3 0.00 9.34 0.00 L/640 0.00 L/342 0.00 0.00 10 PLF 0 0.0 to 10 0 3.0 [y=13.21[ 04] 37 PLF 0 0.0 to 37 0 3.0 [y= 9.01[1004] 4 0.15 9.28 ---- ----- ---- ----- ---- ---- -10 PLF® 0.0 to -10 0 3.0L [y=10.21(1004) 10 PLF 0 -2.0 to 10 0 0.0 (y=13.21[ 041 5 0.15 9.24 2X41A1) 0.80 0.26 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF 0 0.0 to 10 0 3.0 [y= 3.51( 04) 10 PLF 0 0.0 to 10 0 3.0 [y=13.21[ 04] 6 0.36 9.43 0.00 L/999 0.00 L/999 0.00 0.00 36 PLF 0-2.0 to 36 0 0.0 L [y= 9.5][1004] -27 PLF 0 0.0 to -27 0 3.0 L [y=10.2)(1004) 7 0.40 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 1 Vert.R= 83.4 #Hor.R= -9.2# 10 PLF 8 0.0 to 10 0 3.0 ly= 3.51[ 04j 8 3.00 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Erg.# 2 Vert.R= -47.1 #Hor.R= -0.0# -27 PLF 0 -2.0 to -27 0 0.0 L (y= 9.5][100°%] 9 3.00 10.09 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 3 Vert.R= -26.2 #Hor.R= 0.0# Brg.# 1 Vert.R= 4.6#Hor.R= 32.3# ----------------------------------------------= Erg.#2 Vert.R= 61.9 #Hor.R= -0.0# [MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60][NM 11 Erg.#3 Vert.R= -9.1#Hor.R= 0.0# Repetitive Factors Used: Yes 37 PLF 0 0.0 to 37 0 3.0 [y= 9.0](1004] [MWFRS ASCE Parl++][OC 24.00][DF 1.60)[NM 1] 10 PLF 0 -2.0 to 10 0 0.0 (y=13.211 041 Reppetitive Factors Used: Yes 10 PLF 0 0.0 to 10 0 3.0 [y=13.21[ 0'%1 -37 PLF 0 0.0 to -37 0 3.0 ly= 9.0][10041 -10 PLF 4 0.0 to -10 0 3.0 L [y=10.2)[10041 10 PLF 0 -2.0 to 10 0 0.0 [y=13.211 04] 10 PLF 0 0.0to 10 0 3.0 [y= 3.51[ 041 10 PLF 0 0.0 to 10 0 3.0 [y=13.21[ 041 36 PLF 0 -2.0 to 36 0 0.0 L (y= 9.5](10041 -10 PLF 0 0.0 to -10 0 3.0 L [y=10.21[10041 Brg.# 1 Vert.R= 190.0 #Hor.R= -9.2# 10 PLF 0 0.0 to 100 3.0 1y= 3.51[ 041 Brg.# 2 Vert.R= 48.8 #Hor.R= -0.0# -10 PLF 0 -2.0 to -10 0 0.0 L [y= 9.5][1004] Brg.#3 Vert.R= -15.5 #Hor.R= 0.0# Brg.#1 Vert.R= -36.8 #Hor.R= 12.6# Brg.# 2 Vert.R= -35.3 #Hor.R= -0.0# [MWFRS ASCE Perp/L-+][OC 24.00)(DF 1.60)[NM 11 Brg.#3 Vert.R= -4.9 #Hor.R= 0.0# Repetitive Factors Used: Yes -37 PLF 0 0.0 to -37 0 3.0 [y= 9.01(10041 [MWFRS ASCE Parl+-1[OC 24.00][DF 1.601[NM 11 10 PLF 0 -2.0 to 10 0 0.0 [y=13.21[ 04] Repetitive Factors Used: Yes 10 PLF 0 0.0to 10 0 3.0 Iy=13.21( 041 37 PLF 0 0.0 to 37 0 3.0 [y= 9.01(1004] -43 PLF 0 0.0 to -43 0 3.0 L [y=10.2111004] 10 PLF 0 -2.0 to 10 0 0.0 (y=13.21[ 041 10 PLF 0 0.0 to 10 0 3.0 [y= 3.511 041 10 PLF 0 0.0 to 10 0 3.0 (y=13.21( 041 -89 PLF 0 -2.0 to -89 0 0.0 L [y= 9.5)[1004] -10 PLF 0 0.0 to -10 0 3.0 L [y=10.2][1004] Brg.# 1 Vert.R= -286.4 #Hor.R= 73.4# 10 PLF 0 0.0 to 10 0 3.0 ly= 3.5][ 04] Brg.# 2 Vert.R= -20.9 #Hor.R= -0.0# -10 PLF 0 -2.0 to -10 0 0.0 L (y= 9.5][1004] Brg.# 3 Vert.R= -13.1 #Hor.R= 0.0# Brg.#1 Vert.R= 69.8#Hor.R= 12.6# Brg.#2 Vert.R= 60.6 #Hor.R= -0.0# [MWFRS ASCE Perp/L--][OC 24.00)[DF 1.601INM 11 Brg.#3 Vert.R= 5.8 #Hor.R= 0.0# Repetitive Factors Used: Yes 37 PLF 0 0.0 to 37 0 3.0 [y= 9.0][1004] (MWFRS ASCE Parl-+)[OC 24.001[DF 1.601INM 1] 10 PLF 0 -2.0 to 10® 0.0 (y=13.21[ 04] Repetitive Factors Used: Yes 10 PLF 0 0.0 to 10 0 3.0 [y=13.21[ 041 -37 PLF E 0.0 to -37 0 3.0 [y= 9.0111004] -43 PLF 0 0.0 to -43 0 3.0 L [y=10.2]110041 10 PLF 0 -2.0 to 10 0 0.0 [y=13.21( 041 10 PLF 0 0.0 to 10 0 3.0 [y= 3.51[ 04] 10 PLF 0 0.0 to 10 0 3.0 (y=13.2)[ 041 -89 PLF 0 -2.0 to -89 0 0.0 L [y= 9.5)[1004] -52 PLF 0 0.0 to -52 0 3.0 L [y=10.2)(10041 Brg.# 1 Vert.R= -179.8#Hor.R= 73.4# 10 PLF 0 0.0 to 10 0 3.0 [y= 3.5][ 04] Brg.#2 Vert.R= 75.0#Hor.R= -0.0# -52 PLF 0 -2.0 to -52 0 0.0 L [y= 9.51[10041 Brg.# 3 Vert.R= -2.4 #Hor.R= 0.0# Brg.#1 Vert.R= -203.6 #Hor.R= 63.0# ---------------------- ---- ---- ----------= Brg.#2 Vert.R= -31.9#Hor.R= -0.0# (MWFRS ASCE Perp/R++][OC 24.00)[DF 1.60)[NM 11 Brg.#3 Vert.R= -43.0 #Hor.R= 0.0# Repetitive Factors Used: Yes =---------- ----------------------------- --- - -37 PLF 0 0.0 to -37 0 3.0 [y= 9.0][1004] (MWFRS ASCE Parl--)(OC 24.001[DF 1.60)[NM lj 10 PLF 0 -2.0 to 100 0.0 y=13.21[ 041 Reppetitive Factors Used: Yes 10 PLF 0 0.0 to 10 0 3.0 y=13.21[ 04] 37 PLF 0 0.0 to 37 0 3.0 [y= 9.0][1004] -27 PLF W 0.0to -27 W 3.0 L [y=10.21[10041 10 PLF 0 -2.0 to 10 0 0.0 1y=13.2][ 041 10 PLF 0 0.0 to 10 0 3.0 [y= 3.51[ 041 10 PLF 0 0.0 to 10 0 3.0 1y=13.21( 041 -27 PLF 0-2.0 to -27 0 0.0 L [y= 9.5]11004) -52 PLF 0 0.0 to -52 0 3.0 L (y=10.2](100] Brg.#1 Vert.R= -102.0#Hor.R= 32.3# 10 PLF 0 0.0 to 10 0 3.0 [y= 3.51( 041 Brg.#2 Vert.R= -34.0#Hor.R= -0.0# -52 PLF 0 -2.0 to -52 0 0.0 L [y= 9.51110041 Brg.# I Vert.R= -97.1 #Hor.R= 63A -149 PLF -2.0 to-149 @ 0.0 L jy= 9.5](1001 Brg.# 2 Vert.R= 64.0 # Hor.R= -0.0# 10 PLF @ 1.0 to 10 @ 3.0 [y=13.2][ 01 Brg.# 3 Vert.R= -32.3 #Hor.R= 0A 10 PLF @ 0.0 to 10 @ 3.0 (r 3.51[ OVI -61 PLF 1.0 to -61 3 3.0 [y-10.2](1004) 9 • • [KWFRS ASCE PrpD/L+-][OC 24.00)[DF 1.601[NM 11 M-=-=-=-=-.-=-=.=-=-=-=-=-=.=.=.=-=-=.=.=-=-.-= 0 0 .: : .• . :. .: : Repetitive Factors Used: Yes (C&C ASCE Wind Rt-+)(OC 24.00)[DF 1.6010 11 0 37 PLF @ 0.0 to 37 @ 3.0 (y- 9.0111001 Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 0 0.0 y=13.21[ 01 -37 PLF @ 0.0 to -37 S 3.0 ly=9.0] HO] y 31 PLF @ 0.0 to 31 @ .0 iy=13.2][ Ot] 10 PLF @ -2.6 to 10 @ 0.6 (y=13.2][ Ok] -10 PLF @ 0.0 to -10 @ 3.0 L [y=10.21[1004] -115 PLF @ 0.0 to-115 @ 3.0 � [y-10.2][1001] 20 PLF @ 0.0 to 20 @ 3 3.511 01) 10 PLF @ 0.0 t 10 @ 3.0 jy=13.21[ 011 36 PLF @-2.0 to 36 @ 0:0, L'Y= o [y= 9.51(100tj 10 PLF @ 0:0 tA o a 3.0 Y= 3.51[ Ott Brg.# I Vert.R= 290.7 #Hor.R. -9.2# -61 PLF @-2.0 to -61 3 0.0 h (Y= 9.51(10% • • •• 0• 0• 0 0 Brg.# 2 Vert.R- 59.5 #Hor.R= -0.0# 0 •• 0 0 0 0 0 0 •• Brg.# 3 Vert.R= 3.0 #Hor.R= o.o# [C&C ASCE Wind Lt--][OC 24.001[DF 1.601[NM 1)9 o • • Repetitive Factors Used: Yes . . : : : : :: :: • [MWFRS ASCE PrpD/L--][OC 24.00][DF 1.60][MM 11 -115 PLF @ 0.0 to -115 @ 1.0 L [y- 9.7][10041• 0 000 0 000 a Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 [y=13.21[ Ott 37 PLF 0 0.0 to 37 @ 3.0 (yu 9.0][1001 37 PLF @ 0.0 to 37 @ 3.0 y= 9.01[1004] 31 PLF @ -2.0 to 31 @ 0.0 [y=13.2][ HI 10 PLF @ 0.0 to 10 @ 1.0 [y=13.21[ Ot] 31 PLF @ 0.0 to 31 @ 3.0 [y=13.21[ 01] -149 PLF :2.0 to-149 @ 0.0 0 L [y=9.5][1001] 000 00 :0 0 :0 0 • 0 0 -43 PLF @ 0.0 to -43 @ 3.0 L [y=10.2][1001] 10 PLF @ 1.0 to 10 @ 3.0 [y--13.21 I Otj •0 000 .0 0 0 0 0 0 0 20 PLF @ 0.0 to 20 @ 3.0 Ir 3.51[ 01] 10 PLF @ 0.0 to 10 9 3.0 1 3.51[ Ot] 0 0 0 0 0 0 0 0 0 -89 PLF @ -2.0 to -89 @ 6.0 1y- 9.5](1001] -61 PLF 1.0 to -61 9 3.0 K�(y=10.21(1001l 0 0 0 0 0 0 Brg.# I Vert.R= -79.1 #Hor.R= 73.4# . ......... = 0• 0 0 0 Brg.#2 Vert.R= 85.7 #Hor.R= -0.0# IC&C ASCE Wind Rt--][OC 24.00](DF 1.60][NM 11 Brg.#3 Vert.R= 16.1 #Hor.R= 0.0# Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 3.0 (y= 9.01[1001] [MWFRS ASCE PrpD/R+-IIOC 24.00)[DF 1.60][NM 11 10 PLF @-2.0 to 10 @ 0.0 [y=13.2][ Otj Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 3.0 L (y=10.2](100t] 37 PL?@ 0.0 to 37 @ 3.0 ly= 9.01110011 10 PLF @ 0.0 to 10 @ 3.0 ty=l3.21( Ok) 31 PL?@ -2.0 to 31 @ 0.0 [y=13.2]1 041 10 PLF @ 0.0 to 10 @ 3.0 [y= 3.51[ Ok] 31 PLF 0 0.0 to 31 @ 3.0 (t=13.21[ 01] -61 PLF @ -2.0 to -61 Z 0.0 L [y= 9.5](100] -27 PAF @ 0.0 to -27 9 3.0 (y=10.21[10011 20 PLF @ 0.0 to 20 @ 3.0 (v 3.511 011 [CSC ASCE Wind Lt--D][OC 24.00][DF 1.601[NM 1] -27 LF @ -2.0 to -27 @ 0.0 (y. 9.5)(10011 Repetitive Factors Used: Yes Brg.# I Vert.R= 105.3 #Hor.R= 32.3# -115 PLF @ 0.0 to -115 @ 1.0 L fy= 9.71[1001] Brg.#2 Vert.R- 72.6 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 (y=13.2]( 041 Brg.# 3 Vert.R= 9.5 #Hor.R- 0A 37 PLF @ 0.0 to 37 @ 3.0 [y= 9.0]t100%1 =;;-=.=- ............... 31 PLF @ 0.0 to 31 @ 1.0.[y=13.2][ 04) f M ASCE PrpD/R--I[OC 24.00)[DF 1.601[NM 11 -149 PLF @-2.0 to -149 @ 0.0 L [y= 9.S](1001] Repetitive Factors Used: Yes 31 PLF @ 1.0 to 31 @ 3.0 [y=13.21[ Otl 37 PLF @ 0.0to 37 @ 3.0 [y= 9.0]110011 20 PLF @ 0.0 to 20 @ 3.0 [t= 3.51 I oil 31 PLF @ -2.0 to 31 @ 0.0 [y.13.2][ Ot] -61 PLF @ 1.0 to -61 3 3.0 [y=10.2][1001] 31 PLF @ 0.0 to31 @ 3.0 [t=13.2][ 011 -27 PLF @ 0.0 to -27 @ i.0 (y=10.21[1004] [C&C ASCE Wind Rt--Dl[OC 24.001 JDF 1.601(NM 11 20 PLF& 0.0 to 20 @ 3.0 ly= 3.5lj 01] Repetitive Factors Used: Yes -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100°x) 37 PLF @ 0.0 to 37 @ 3.0 (Y= 9.0111001I Brg.# I Vert.R= 105.3 #Hor.R= 32.3# 31 PLF @ -2.0 to 31 @ 0.0 jy=13.21( 01] Brg.#2 Vert.R= 72.6 1 Hor.R= -0.0# -115 PLF @ 0.0 to -115 @ 3.0 L (y=10.211100t] Erg.# 3 Vert.R= 9.5 #Hor.R= 0.0# 31 PLF 0 0.0 to 31 @ 3.0 [y=13.21[ 0%] 20 PLF @ 0.0 to 20 @ 3.0 [y= 3.51( Ott IKWFRS ASCE PrID+-](OC 24.00][DF 1.60)(NM 1) -61 PLF @ -2.0 to -61 3 0.0 L [y- 9.5](10011 Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 3.0 [y= 9.0](1001] 31 PLF @ -2.0 to 31 @ 0.0ly=13.21[ 0] 31 PLF @ 0.0 to 31 @ 3.0 y=13.21[ 04] -10 PLF @ 0.0 to -10 @ 3.0 L [y=10.2][1001] 20 PLF @ 0.0 to 20 @ 3.0 [y= 3.51( Ok] -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.51[1001) Brg.# I Vert.R= 170.6 #Hor.R= 12.0 Brg.#2 Vert.R- 71.3 #Hor.R- -0.0# Erg.# 3 Vert.R= 24.3 #Hor.R= 0A fKWFRS ASCE PrDl--](OC 24.001[DF 1.601INM 1] Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 3.0 [y= 9.0][1004] 31 PLF @ -2.0 to 31 @ 0.0 [y.13.211 01] 31 PLF 9 0.0 to 31 @ 3.0 [y=13.2][ 011 -52 PLF @ 0.0 to -52 @ 3.0 L IV-10.21[100k] 20 PLF @ 0.0 to 20 @ 3.0 [r 3.51( 0%] -52 PLF @ -i.0 to -52 @ 6.0 [Y= 9.5]11001) Brg.#1 Vert.R= 3.7 4 Hor.R= 63A Brg.#2 Vert.R= 74.7 1 Hor.R. -0.0# Brg.#3 Vert.R= -13.7 #Hor.R= 0A ,-=-=-=-=............... IC&C ASCE Wind Lt-+][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes -115 PLF @ 0.0 to-115 9 1.0 L [y= 9.7][100t] 10 PLF 0 -2.0 to 10 @ 0.0 [y-13.21[ OV] -37 FLF @ 0.0 to -37 @ 3.0 [y= 9.01(1001) 10 PLF @ 0.0 to 10 @ 1.0 [y=13.2]1 011 Job: 16175N /HJ5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • ••• $peciyl loads* ••• •• •• • •-•-(4mbarWur.F*c.=1.25/Plate Dur.Fac=1.25) Top chord 2x4 SP#2 N • • • • • Vr_froft1 40 pit Rt-2.83 to 90 pit at 0.00 Bot chord 2x4 SP#2 N • • • ••'��CC- rom 02 pif ft 0.00 to 2 pif at 6.66 :Lt Level Return 2x4 SP#3: 0 a •0• a r. rom �pY 8t•0.00 to 2 pif at 6.66 P B- rom 4p at-2.79 to 4 pif at-0.12 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC TC--98.86 Ib Conc.Load at 1.41 TC-153.18 Ib Conc.Load at 4.24 175 mph wind,15.00 ft mean hgt.ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C#wind • BG-4.16 Ib Conc.LoaQat 1.41 DL=5.0 psf,wind BC DL=5.0 psi.GCpi(+/-)=0.1 B • • • •• §0-•94.36 lb Conc.�Aaa at 4.24 • • •• • • • • •• • • Bottom chord checked for 10.00 psf non-concurrent live load. • • • • • Vindtbads• anDY•reacrn:based on M'NFRS. • • • • • • • • • • ••• Deftetion m&%'I!/36Mive and L/240 total load.Creep increase factor for dead load is 1.50. •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• Ssd 1538 1'5" 2715 ► 24"15�I R=92#U=64# NAILED 2.12 p 90 N g2X4(At iV T N i -2X4(R T 1xi 1 2'9"15 6714 1 94#i 4a R=3499 U=339#W=10"9 R=116#U=33# NAILED (Rigid 8urfam) LEFT RAKE=2'107 SEQ= 323506 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESTPI.21WFTIRT=20%(0%)71(0) QTY=1 TOTAL=1 REV. 15.01.010.0611.00 SCALE=0.7500 "WARNIN 1"RIAD AND FOLLOW ALL NOTES ON THIS DRAWIN©I "IMPORTANT"FURNIEHTHIEDRAININGTOALLCONTRACTORBINCLUDINGTHEINSTALLERS. TC LL 30.Opsf REF y. Tmssee reQWm e*mne c In Nbrlwft. eNpgng,inetemnM g eWwl ta.Retm to aM fdow ftIffiest edilon of SCSI(Sd ft Cmnparmt dl'tnbmt dm.by TPI wW WTCA)rm 9afeIy pm,,.prim to pmfmming Mre ft-d-hmtedme e,ted provIde tempemry bmdper np SCSI. TC DL pS DATE 05-31-2016 unba tutee Wap mhmwlae,top Owd elmd have edy atleatred&W pal shmi btg end bmtom otwd FLORIDA sWI�apro"&=haed��.1.eea-al-Impmma 11iltmalreatrMofwabs BC DL 10.Opsf DRWG Stmt nava brooms:retailed pm SCSI eeodaa B3.137 m BID.a apptble.Appy plates Io as faro QUALITY TRUSS oftr.a ftpea bnas Zflr ebaeand au�.IantOeeda,mese nedmheram. BC LL 0.0psf Reim to kIINC 1WA-L fm Star t platepadba. ITW BWNtg COmpmade Group bz.shed tut be teepotteNie for mry emAetbn Iran NH dmwinB, any fedora tfo build ate trims In mnlar-wth ANSVTPI 1,m W humI lM.sNpphg,bmadatbn ahraaaddmreeea. TOT.LD. 55.Opsf O/A LEN. 60714 TEL:(954)975-3384 A aW a IN.d-ft m sever pays ft"thb dr.".h19a im aoapota dpral.W.al FAX:(954)978-8980luoyy iethtm *ya"B�aq� SVTP]IOn. D U R.FAC. �d""a° 1.25 JOB#:16175N 3635 PARK CENTRAL BLVD. POMPANO BL•ACHE FL 33064 Fm roma roto,TPI.' me Oft lobe gmmral notes page mW n,eae web edea: ITwSDG:ww.v.awboSTPt:www.rohm.wW.WTCA:www.ebwaluetrr.mm:ICC:waw.kmaramB SPACING 24.0" TYPE HIP JACK (ALPINE]IFEC2014Res/TPI-2007][HJSI11617SN/1] [TCLL 30.0][TCDL 15.0][BCDL 10.0][BCLL 0.01[DF 1.25](OC 24.01INM 1][SOFFIT 2.0] • • •• •• • • • .0. ••• ••• • ••• •I [STD.AUTO.LOAD1[OC 24.00][DF 1.2:[NR 110 0: •0 : • 0 0 ===Bearings==[X-Loc][React][Min Size Regl== Repetitive Factors Used: No ,•• 4� [ 0.00][ 349][0.131 ( 6.66]1 118][0.261 [ 6.66][ 92][0.131 0 PLF® -2.8 to 60 ® 0.0 [3p-13.7J[O0 •• • • • • ••• 2 PLF® 0.0 to 2® 6.7 [y=13.71[ 041 EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 2 PLF® 0.0 to2® 6.7 [y= 3.51( 041 0- : 24 -13 0.01 0.39 0.40 1 4 SP#2 N 31.75 2.12 Plywd 4 PLF® -2.8 to 4 0 -0.1•[y= 8.51[•041 • • • •• 6- 6 40 -17 0.00 0.51 0.51 1 4 SP#2 N 74.89 2.12 Plywd -98.86 Lbs. 3 1.4, 13.7 �ngye=2Z0 •• • • •• • 7- 9 0 -0 0.00 0.45 0.45 2 4 SP#2 N 73.44 -0.00 Diaph 83.55 Lbs. 3 4.2, 13.7 4Angie=2Y0• • • • • • • •• 1- 2 1 0 0.00 0.06 0.06 1 4 SP #3 30.41 -1.17 69.63 Lbs. 3 4.2, 13.7 "Fe=290 • • • • • • • 4- 5 132 -362 -_-- Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- -4.16 Lbs. 3 1.4, 3.5 Ih A=290 • • • • • • • 4- 6 37 -91 0.00 0.29 0.29 1 4 SP 92 N 4.75 5.18 Plywd 51.47 Lbs. 3 4.2, 3.5 Angle=270• ••• • 000 • 3- 5 32 -57 -=-=Fictious Member=- SP#2 N 1.92 -5.50 ----- 42.89 Lbs. 3 4.2, 3.5 Angle=270 6- 7 172 0 -_-=Plate Member=-_- PLATE MEMBER 3.49 -136.82 ----- Brg.# 1 Vert.R= 182.8 #Hor.R= -0.0# 5- 7 0 -62 0.00 0.15 0.15 3 4 SP#2 N 4.80 -2.80 Diaph Erg.#2 Vert.R= 52.6 #Hor.R= 0.0� 0- 1 0 0 - -=Fictious Member=- SP#3 0.00 -Vert- ----- Brg.#3 Vert.R= 72.8 #Hor.R=••�0. : ••• :•• Goo• ••• EndPts MaxTen MaxComp AXL GLC S Grade Length Brace (FBC pass #21[OC 24.00](DF 1.251INM•] • • • • •• • • Repetitive Factors Used: Yes • • • • • • • • • Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) deflY(T) dxL dxT 30 PLF® -2.8 to 309 6.7 [1 93.71[• 091 • • • 000 •• 0 -2.61 8.88 2X4(R) 0.80 0.61 N 0.15 L/208 0.16 L/191 0.02 0.02 20 PLF® 0.0 to 20 9 6.7 [y= 3.51(1004] 1 -2.61 8.88 ---- ----- ---- ----- ---- ---- 20 PLF® 0.0 to 20® 6.7 [y= 3.51( 041 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- 4 PLF® -2.8 to 4 8 -0.1 [y= 8.51( 041 3 0.00 9.35 0.01 L/184 0.01 L/110 0.00 0.01 Brg.# 1 Vert.R= 349.0 #Hor.R= 0.0# 4 0.15 9.28 ---- ----- ---- ----- ---- ---- Brg.# 2 Vert.R= 117,5 #Hor.R= -0.0# 5 0.15 9.24 2X4(A1) 0.80 0.14 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 3 Vert.R= 91.7 #Hor.R= -0.0# 6 0.51 9.44 0.01 L/999 0.04 L/999 0.00 0.02 =----------------------------------- --------- 7 0.54 9.15 0.01L/999 0.04 L/999 0.01 0.01 [MWFRS.UPLIFT.LOAD](OC 24.001[DF 1.60](NM 1] B 6.66 10.52 0.00 L/999 0.00 L/999 0.00 0.01 Repetitive Factors Used: No 9 6.66 9.15 0.00 L/999 0.00 L/999 0.01 0.01 0 PLF a -2.0 to 10 B 0.0 [y=13.71[ 04] 2 PLF 0 0.0 to 2 4 6.7 ly=13.711 041 0 PLF® -2.8 to -64 ® 0.0 [y=13.7][1004] 2 PLF® 0.0 to2 0 6.7 [y=3.51[ 04] -226.03 Lbs. 3 1.4, 13.7 Angle=270 -78.71 Lbs. 3 4.2, 13.7 Angle=270 -52.18 Lbs. 3 1.4, 3.5 Angle=270 -29.66 Lbs. 3 4.2, 3.5 Angle=270 Brg.# 1 Vert.R= -339.2 #Hor.R= 0.0# Erg.# 2 Vert.R= -32.8 #HoI.R- -0.0# Brg.#3 Vert.R= -64.0 #Hor.R= 0.0# Job:(16175N) /HJ5A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • 06410 Special loads• ••• •• •• • •—t(Isunber Dur.F•c=1.25/Plate Dur.Fac=1.25) Top chord 2x4 SP#1 Dense • • • • • 111C-ProAI 90 plf Et-2.83 to 90 plf at 6.66 ot 2x4 SP#2 N t 0.00 to 20 B t Level dReturn 2x4 SP#3: • • ••• •• 6.701 Conc.-Load at 4 24 If at 6.68 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC BC--4.16 lb Conc.Load at 1.41 BC-94.36 Ib Conc.Load at 4.24 175 mph wind,15.00 ft mean hgt,ASCE 7-10,PART. ENC.bldg,not located within 4.50 ft from roof edge,RISK CAI IL EXP C,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.55 •• • •0 V0pads a%c�eacWRs based on MWFRS. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. • • • • • Bsttol,chord cMeckeel fc•10.00 psf non-concurrent live load. • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• ass 1570 1'5" 2'9"15 2'4"15�I R=3239 U=75# NAILED 2.12 12 m e2X4(A1 N T N L -2X4(R T El m 1 2'9"15 67"14 -t r 94#' .4e R=674#U=420#W=10"9 R=121#U=65# NAILED (Rigid Surface) LEFT RAKE=2'107 SEQ= 325550 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESnPi-2007FT/RT-2D%(0%y1(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.7500 •'WARN N01s•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI a*,, "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF T_require aefmne® In fmrl®wp.tm,mng,sNPy g,mmalline=m bracing.Refer to and foeow Ore nlea Mn of SCSI(Sueang Compmmtd Safely Infmmagmi,6y TPI aid WrCA)W Safely _ Unless perrope o�� Ir.,ao—ohdprameI..Po."braafgpaac8l, TC DL 15.Opsf DATE OS-31-2016 FLORIDA aaao a prop"amcladrlgmaamng.L�Na forP aoutrdWeralgrestrairdofam�d BC DL p DRWG a�ro.a arecing�aad per SCSI eaalon,a3.B7 or 810.as oppacebb.Appty pulse to sato� 10.0psf QUALITY(TRUSS aftwwd-mngeISDaamwnapVaawanma,as 7de0s.wesaroeam mwwaa. BC LL O.Opsf Ram m drewoigs po to fm aemmd plata pwsbre. fyWure togC IN,truss roup mtnC.shaenot beSMI1.r for awry dwkWjV,Writroy iksdwaon airy feWRe to aAtl me truss b mnformm�aewkh ANSyTPI 1.m for hawraleg,shIPWnR.smnVabn bractrig nalanmsea. TOT.LD. 55.Opsf O/A LEN. 60714 7'Ex,:(95A)97s-3384 AsWMbdnwNgmcover pgaBet6gthhdnwNg,llulloa...0aept.tc.arprarawaaa FAX:(954)978-8980 mG Whin resportawn 6w*fortM dsalim sllmxt.Th suEsblty and as of Ws dnwinp ,. 3679 PARK CENTRAL BLVD. for ury s$uaurs IstM mieen.m®y of the MUM Duiper WAN8urPl f Sw.a DUR.FAC. 1.25 JOB#:16175N POMPANO BEACH.FL 33084 For ams hlfefrTPI: our Uftpirt lows g rteralTCA rotes page aid mase weeC: t7brace:wwwawecg.coa;TPt:www.tpba.org;wrcA:www.aocmaaary.wre;lcc:www.maaere.mg SPACING 24.0" TYPE HIP JACK [ALPINE][FBC2014Res/TPI-2007][HJSA][16115N/1] [TCLL 30.0][TCDL 15.01[BCDL 10.01[BCLL 0.0][DF 1.251[OC 24.0)[NM 11ISOFFIT 2.01 % • % • ••• • • • ••• •• • • • •• • [STD.AUTO.LOAD](OC 24.001[DF 1.25](1'14 1: • • • • • • • ===Bearings==lX-Loc1[React][Min Size Req]== Repetitive Factors Used: No • • 0 • ( 0.001( 674)[0.13] [ 6.661[ 1211(0.261 16.66][ 3231[0.13] 30 PLF @ -2.8 to 30 @ 6.7 *=13.710 Oil•• • • • • ••• 60 PLF @ -2.8 to 60 @ 6.7 (y=13.71[1001 20 PLF @ 0.0 to 20 @ 6.7 [y= 3.51[ Ot] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace -98.86 Lbs. a 1.4, 13.7 Angle=270 0- 3 41 -19 0.01 0.58 0.59 1 4 SP#1 Dense 31.75 2.12 Plywd 85.48 Lbs. % 4.2, 13.7 A6gle=27Qj• • • • •• 6- 8 56 -51 0.00 0.98 0.98 1 4 SP#1 Dense 74.89 2.12 Plywd -4.16 Lbs. a 1.4, 3.5 *Angie=WO •• • • •• • 7- 9 0 -0 0.00 0.70 0.70 1 4 SP#2 N 73.44 -0.00 Diaph 51.47 Lbs. a 4.2, 3.5 •Angle=2f O• • • • • • • •• 1- 2 1 0 0.00 0.06 0.06 2 4 SP 93 30.41 -1.17 71.23 Lbs. a 4.2, 13.1 •Anq�e=270 • • • • • • • 4- 5 340 -557 -_-= Plate Member=-_- PLATE MEMBER 0.50 -Vert- ----- 42.89 Lbs. a 4.2, 3.5 •A� e= • 000 ••• •5• ••• 4- 6 90 -122 0.00 0.47 0.47 1 4 SP#1 Dense 4.75 5.18 Plywd Brg.# 1 Vert.R= 674.0 #Hor.l[= -00# 3- 4 46 -105 -=-=Fictious Member=-=- SP#1 Dense 1.92 -5.50 ----- Brg.# 2 Vert.R= 121.4 #Hor.R= -0.0# 6- 7 208 -18 -_-= Plate Member=-_- PLATE MEMBER 3.49 -136.82 ----- Brg.# 3 Vert.R= 323.5 #Hor.R= -0.0# 5- 7 28 -35 0.00 0.10 0.10 2 4 SP#2 N 4.80 -2.80 Diaph=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=- 0- 1 0 0 -=-=Fictious Member=- SP#3 0.00 -Vert- ----- (FBC pass#21I0C 24.00][DF 1.25141 iI 5 5 ••• 5•• 5•• ••• Repetitive Factors Used: Yes • ••• • • • • •• • EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 30 PLF @ -2.8 to 30@ 6.7 (y=1T7]11 0►] • • •• • • 20 PLF @ 0.0 to 20 @ 6.7 [= 3951 00 • • • • • • Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT 20 PLF @ 0.0 to 20 @ 6.7 1393.5] 0 • • • ••• •• 0 -2.61 8.88 2X4(R) 0.80 0.61 N 0.14 L/220 0.15 L/206 0.02 0.02 4 PLF @ -2.8 to 4 @ -0.1 [y= 8.51[ OB] 1 -2.61 8.88 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 349.0#Hor.R= -0.0# 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- Brg.# 2 Vert.R= 114.6 #Hor.R- -0.0# 3 0.00 9.35 0.01 L/195 0.01 L/182 0.01 0.01 Brg.# 3 Vert.R= 94.7 #Hor.R= -0.0# 4 0.15 9.28 ___ _ _ ____ _____ ____ ---- 5 __5 0.15 9.24 2X4(Al) 0.80 0.23 0.00 L/999 0.00 L/999 0.00 0.00 [MWFRS.UPLIFT.LOAD1[OC 24.00](DF 1.601[NM 11 6 0.51 9.44 0.02 L/999 0.05 L/999 0.01 0.02 Repetitive Factors Used: No 7 0.54 9.15 0.02 L/999 0.05 L/999 0.01 0.01 0 PLF @ -2.8 to 10 @ 0.0 [y=13.7][ Ott 8 6.66 10.52 0.00 L/999 0.00 L/999 0.01 0.02 2 PLF @ 0.0 to 2 @ 6.7 [y= 3.5][ 0�1 9 6.66 9.15 0.00 L/999 0.00 L/999 0.01 0.01 2 PLF @ 0.0 to 2 @ 6.7 (y=13.71( OU 0 PLF @-2.8 to -89 @ 0.0 [y=13.7][100&1 -223.48 Lbs. a 1.4, 13.7 Angle=270 -85.90 Lbs. a 4.2, 13.7 Angle=270 -71.09 Lbs. 8 1.4, 3.5 Angle-270 -94.16 Lbs, a 4.2, 3.5 Angle=270 Brg.# 1 Vert.R= -420.1 #Hor.R= 0.0# Brg.# 2 Vert.R= -64.6 #Hor.R= -0.0# Brg.#3 Vert.R= -74.6 #Hor.R- 0.0# Job:(16175N) /J5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • 9:e 'W5 mloh Wind$0150©f0mean hgt,ASCE 7-10,CLOSED bldg,not located Within 4.50 ft from roof edge,RISK CAT II,EXP C, Top chord 2x4 SP#2 N ••• %T9 UL1S# psf ,,: Mnd BC DL=5.0 psf.GCpi(+/-)=0.18 Bot chord 2x4 SP#2 N 0 :A:d ICads an:rea4ions based on MWFRS With additional C&C member design. :Lt Level Return 2x4 SP#3: • • 000 • • • • 000 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. • •• • • • •• • • • •• • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • ••• ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• R=167#U=82# NAILED 12 3 p ro go 0 a2X4(A1 N iV T -2X4(R 1 T fo 1 r► r2' 4'9" R=4889 U=257#RL--92#W=8" R=84#U=13# NAILED (Rigid Surface) LEFT RAKE=2'0"12 SEQ= 323508 PLT.TYP.-WAVE DESIGN CRn=FBC2DURESn"Il.2W7FT/RT-2D%(0%yi(0) QTY=7 TOTAL=7 REV. 15.01.01C.0611.00 SCALE=1.0000 "WARNING['READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.0psf REF T_require®dreree vara In raeemeoB,hendw6.Manns•holding and Wee g.Rarer to MW fomes the ileal edo.of SCSI(aa0dlrg component sd*Infumdmn,by TPI ane ATCA)for solely pft p'o�pemrlya BtrI1cl10alhha89wb°BawSmu,ae TC DL 15.Opsf DATE 05-31-2016 FLORMA an. aft ached Lomtlmsshownfor permenentleterelres"Intofinebs BC DL 10.Opsf DRWG engin neve brecbg h.tdW per BCSI eemare B3,B7 or B1D,ea appmebte.Applypl das to each fam of are,and posaem as sham above ane m the JoW Detede,unteae noted otnervroe. QUALITY TRUSS Remform wb drega ISDA-2 forammare place poamom. BC LL O.Opsf aw easing cemponeraa Group Inc.darn art be responamle for any dovlatme from hm drewhrg, any mWaa to band me tears h mntarmence vdh ANSVTPI 1,a for hamming,ahlppitg,hmmnalb abmmgwbamaa. TOT.LD. 55.Opsf O/A LEN. 40900 TEL:(954)975-3384 Asad vane mavft or paver pge IdIg this dmwnp,uagata ada.pteme aprohaal,al FAX:RK CO 978.8980 W am'��`°��of �buipa ��e��d 1.25 JOB#:16175N DUR.FAC. 0h14 PARK CENT'BALBLVD. POMPANO BEACH,FL 330" For—Inla""all.pad`Neloblegenal notes page and thesewabsma: SPACING 24.0" EJACK rfwecG:—.nwbcgcmn;TPcwww.tpmd..ZWTCA:w«.abomdwtry.0om:ICG:rww. org TYPE Brg.# 2 Vert.R= -6.5 #HOr.R= -0.0# (ALPINEJIFBC2014Res/TPI-2007][J51[16175N/1I Brg.#3 Vert.R= -33.5 #Hor.R= -0.0# (TOLL 30.01[TCDL 15.0][BCDL 10.01[BCLL 0.0)[DF 1.25110C 24.0](NM 1)[SOFFIT 2.01 • • ••• • • • ••• IMWFRS ASCE Perp/R+-]IOC 24.00)[OF 1.60][NM 1] •• • ••• Repetitive Factors Used: Yes (STD.AUTO.LOADI[OC 24.001(DF 1.2:(A 11• • ••• • • • 12 PLF @ 0.0 to 12 @ 4.7 [y= 9.01[100%] ===B-2arings==[X-Loc][React][Min Size Req] Repetitive Factors Used: Yes • • • • • • • • 10 PLF @-2.0 to 10 @ 0.0 [y=13.71[ 0%I [ 0.301[ 4881[ 156h](0.131 [ 4.751[ 84](0.261 [ 4.751[ 167110.131 60 PLF @ -2.0 to 60 @ 4.B [�13.7][13.71[D 0"•• • • • • ••• 29 PLF @ 0.0 to -20 @ 4.8 Ly[y3.7)[ 0kI 100%J 20 PLF @ 0.0 to 20 @ 4.8 [y= 3.5]( 0%1 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.51[ 0%1 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 4 PLF @ -2.0 to 4 @-0.1 [y= 8.51[ 0%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] 0- 3 42 0 0.00 0.52 0.52 23 4 SP#2 N 22.89 3.00 Plywd Brg.# 1 Vert.R= 487.8 #Hor.& -Os0#I • • • •• Brg.# 1 Vert.R= -20.1 #Hor.R= 43.9# 6- 9 40 -72 0.00 0.41 0.41 23 4 SP#2 N 54.29 3.00 Plywd Brg.# 2 Vert.R= 47.3 #HoP.R=• 00.0# •• • • •• • Brg.#2 Vert.R= 43.8 #Hor.R= -0.0# 7- 9 0 -0 0.00 0.23 0.23 2 4 SP#2 N 52.25 -0.00 Diaph Brg.#3 Vert.R= 167.0 #Ho;.RI X090 • • •• Brg.# 3 Vert.R= -27.7#Hor.R= -0.04 1- 2 1 0 0.00 0.03 0.03 1 4 SP#3 21.41 -1.64 = =i=-fis_a'�"_-'-_ • • • • • • '"' '"_ '_ _ _ _"_ _ __'_ _"_"'"°"'"'" 4- 5 527 -376 -_-= Plate Member =-_- PLATE MEMBER 0.50 -Vert- ----- [FBC pass #2][OC 24.001[DF 1.2iJ`NFi 11• ••• • ••• • (MWFRS ASCE Perp/R-+](OC 24.00][DF 1.601[NM 11 4- 6 75 -161 0.00 0.53 0.53 23 4 SP#2 N 3.16 8.46 Plywd Repetitive Factors Used: Yes Repetitive Factors Used: Yes 3- 4 172 -74 -=-=Fictious Member=-=- SP#2 N 1.90 -5.04 ----- 31 PLF @ -2.0 to 31@ 4.B [y=13.7][ 0%1 -12 PLF @ 0.0 to -12 @ 4.7 [y= 9.0][10011 6- 7 315 -68 -_-= Plate Member =-_- PLATE MEMBER 3.47 -97.48 ----- 20 PLF @ 0.0 to 20 @ 4.B [y= 3.5)(100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.7][ 0%I 5- 7 47 -122 0.00 0.12 0.12 24 4 SP#2 N 3.21 -4.52 Diaph20 PLF @ 0.0 to 20 @ 4.8 [yy3.5) 0' • •• ••• •• 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 0%) 0- 1 0 -0 - -=Fictious Member=- SP#3 0.00 -Vert- ----- 4 PLF @ -2.0 to 4 @-0.1 $= B.5] 0 • • • • • • -27 PLF @ 0.0 to -27 @ 4.8 L [y=10.61[100%] Brg.# 1 Vert.R= 252.9 #Hor.R= • -O.8#•• • • • • •• • 10 PLF @ 0.0 to 10 @ 4.7 (y= 3.51[ O%] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Erg.# 2 Vert.R= 84.0 #Hor.R= •0. • • • •• • • -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] Brg.# 3 Vert.R= 64.1 #Hor.R=•••0. ••• 0 0 000 ••• Brg.# 1 Vert.R= -76.4#Hor.R= 43.9# Node X-Loc Y-Loc plate Cq JSI Method def1Y(L) deflYIT) dxL dxT=---------------------------------------------= Brg.#2 Vert.R= -6.5 #Hor.R= -0.0# 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.05 L/461 0.08 L/281 0.01 0.02 [MWFRS ASCE Perp/L++I[OC 24.00](DF 1.60][NM 11 Brg.#3 Vert.R= -33.5#Hor.R= -0.0# 1 -1.85 8.88 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes ---=u 2 -0.08 8.64 ---- ----- ---- ----- ---- ---- -12 PLF @ 0.0 to -12 @ 4.7 [y= 9.0][100%] [MWFRS ASCE Perp/R--][OC 24.001[DF 1.60][NM 11 3 0.00 9.34 0.00 L/613 0.00 L/373 0.00 0.00 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 0%] Repetitive Factors Used: Yes 4 0.15 9.28 ---- ----- ---- ----- ---- ---- 10 PLF @ 0.0to 10 @ 4.8 [y=13.71[ 0%] 12 PLF @ 0.0 to 12 @ 4.7 [y= 9.0)[10011 5 0.15 9.24 2X4(Al) 0.80 0.21 0.00 L/999 0.00 L/999 0.00 0.00 -10 PLF @ 0.0 to -10 @ 4.8 L [y=10.61[100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 011 6 0.36 9.43 0.00 L/999 0.01 L/999 0.00 0.01 10 PLF @ 0.0 to 10 @ 4.7 [y=3.511 0%] 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 0%] 7 0.40 9.15 0.00 L/999 0.01 L/999 0.00 0.00 36 PLF @-2.0 to 36 @ 0.0 L [y=_9.51(100%) -27 PLF @ 0.0 to -27 @ 4.8 L [y=10.6][100%] 8 4.75 10.53 0.00 L/999 0.00 L/999 0.00 0.00 Brg.#1 Vert.R= 105.3 #Hor.R= 4.64 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.5][ 0%1 9 4.75 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.#2 VeIt.R= -13.1#Hor.R- -0.0# 27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] Brg.#3 Vert.R= -14.4 #Hor.R- -0.04 Brg.#1 Vert.R= -20.1 #Hor.R= 43.99 == Brg.#2 Vert.R= 43.8 #Hor.R= -0.0# [MWFRS ASCE Perp/L+-1(OC 24.001[DF 1 60][NM 11 Brg.#3 Vert.R= -27.7 #Hor.R= -0.0# Repetitive Factors Used: Yes =---------------------------------------------- 12 PLF @ 0.0to 12 @ 4.7 [y=9.0][100%] [MWFRS ASCE Parl++)(OC 24.00][DF 1.60](NM 1] 10 PLF @ -2.0 to 10 @ 0.0 y=13.7]( 0%] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 `.y=13.7][ 011 -12 PLF @ 0.0 to -12 @ 4.7 ly= 9.0](100%] -10 PLF @ 0.0 to -10 @ 4.8 L [y=10.6][100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 0%] 10 PLF @ 0.0 to 10 @ 4.7 ;y= 3.5)[ 0%1 10 PLF @ 0.0 to 10 @ 4.8 1y=13.711 0%1 36 PLF @ -2.0 to 36@ 0.0 L [y= 9.51[100%] -10 PLF @ 0.0 to -10 @ 4.8 L [y=10.6][100%] Brg.# I Vert.R= 161.6 #Hor.R= -4.6# 10 PLF @ 0.0 to 10 @ 4.7 ly= 3.511 0%1 Brg.#2 Vert.R= 37.3 #Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5)[100%] Brg.#3 Vert.R= -8.5#Hor.R= -0.0# Brg.#1 Vert.R= -2.3 #Hor.R= 17.3 '--------------- _-_-_-_-_-_-_-_-_-_-= Brg.# 2 Vert.R= -4.9 #Hor.R= -0.09 [MWFRS ASCE Perp/L-+][OC 24.001:DF 1.60][NM 11 Brg.# 3 Vert.R= -2.1#Hor.R= -0.0# Reetitive Factors Used: Yes --------- ------ ----- -- - _- -_ _-_-_ 12 PLF @ 0.0 to -12 @ 4.7 [y= 9.0][1001 [MWFRS ASCE Parl+-]IOC 24.00][DF 1.601INM 11 10 PLF @-2.0to 10 @ 0.0 [y=13.71[ 0%] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 0 4.8 [y=13.71[ O%] 12 PLF @ 0.0 to 12 @ 4.7 [y= 9.01[100%] -43 PLF @ 0.0 to -43 @ 4.8 L [y=10.6](100%] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 0%] 10 PLF @ 0.0to 10 @ 4.7 [y= 3.51[ 0%) 10 PLF @ 0.0 to 10 @ 4.8 ly=13.711 0%] -89 PLF @ -2.0 to -89 @ 0.0 L (y= 9.51[100%] -10 PLF @ 0.0 to -10 @ 4.8 L Iy=10.61[100%1 Brg.# 1 Vert.R= -257.0 #Hor.R- 92.1# 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.511 0%1 Brg.#2 Vert.R= 0.1#Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][100%] Brg.#3 Vert.R= -52.2#Hor.R= -0.0# Brg.# 1 Vert.R= 54.0 #Hor.R= 17.1# Brg.# 2 Vert.R= 45.5 #Hor.R= -0.0# [MWFRS ASCE Perp/L--)(OC 24.001(DF 1.60)[NM 11 Brg.#3 Vert.R= 3.8 #Hor.R= 0.0# Repetitive Factors Used: Yes =------------------------------- ----- -- -- 12 PLF @ 0.0 to 12 @ 4.7 [y= 9.0](100%] [MWFRS ASCE Parl-+][OC 24.00][DF 1.60]INM 1] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 01 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 0%] -12 PLF @ 0.0 to -12 @ 4.7 (y= 9.0)[100%1 -43 PLF @ 0.0 to -43 @ 4.8 L [y=10.6][100%] 10 PLF @ -2.0 to 10 @ 0.0 (y=13.71[ 0%] 10 PLF @ 0.0 to10 @ 4.7 [y= 3.51[ 0%] 10 PLF @ 0.0 to 10 @ 4.8 1y=13.711 0%] -89 PLF @ -2.0 to -89 @ 0.0 L (y= 9.5](100%] -52 PLF @ 0.0 to -52 @ 4.8 L (y=10.61[1001 Brg.# I Vert.R= -200.7#Hor.R= 92.1# 10 PLF @ 0.0 to 10 @ 4.7 ly= 3.511 0%1 Brg.#2 Vert.R= 50.4 #Hor.R= -0.0# -52 PLF @ -2.0 to -52 @ 0.0 L [y= 9.5][100%] Brg.# 3 Vert.R= -46.3 #Hor.R= -0.0# Brg.#1 Vert.R= -191.9 #Hor.R= 85.7# - - - - - -- Brg.#2 Vert.R= -9.1 #Hor.R= -0.0# [MWFRS ASCE Perp/R++][OC 24.001[DF 1.601[NM 11 Brg.#3 Vert.R= -82.5 # Hor.R= -O.0# Repetitive Factors Used: Yes -12 PLF @ 0.0 to -12 @ 4.7 [y= 9.01[100%] [MWFRS ASCE Parl--HOC 24.001[DF 1.601[NM 11 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 0%I Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 [y=13.711 0%) 12 PLF @ 0.0 to 12 @ 4.7 [y= 9.0][1001] -27 PLF @ 0.0 to -27 @ 4.8 L (y=10.6)(100%] 10 PLF @ -2.0 to 10 @ 0.0 1y=13.7][ 0%] 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.51[ 0%] 10 PLF @ 0.0 to 10 @ 4.8 (y=13.71[ 0%1 -27 PLF @ -2.0 to -27 @ 0.0 L [y=9.5][100%] -52 PLF @ 0.0 t0 -52 @ 4.8 L [y=10.6][100%) Brg.# 1 Vert.R= 76.4#Hor.R= 43.9# 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.51[ 0%] -52 PLF @ -2.0 to -52 @ 0.0 L [y- 9.5)[1001 10 PLF @ 0.0 to 10 @ 1.0 [Y=13.711 Oil Brg.# 1 Vert.R= -135.7 #Hor.R= 85.1 -149 PLF @-2.0 to -149 @ 0.0 L [y= 9.5](1001] Brg.# 2 Vert.R= 41.3 9 Hor.R= -0.0# 10 PLF @ 1.0 to 10 @ 4.8 [y=13.71[ Ok] Brg.# 3 Vert.R= -76.6 #Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 4.8 fy= 3.51[ Oil -61 PLF @ 1.0 to -61 S 4.8 L ly=10.61[100tl 0 • a 0 00 • tMWFRS ASCE PrpD/L+-]IOC 24.00](DF 1.60)[gM 11 0 • 0 0 0 • Repetitive Factors Used: Yes [C&C ASCE Wind Rt-+][OC 24.00][DF 1.60][YM 1] 12 PLF @ 0.0 to 12 @ 4.7 �y= 9.0][100] Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 y=13.7]1 0] -12 PLF @ 0.0 to -12 3 4.8 ly= 9.0][100%] 31 PLF @ 0.0 to 31 @ 4.8 [y=13.711 Oil 10 PLF @ -2.0 to 10 @ 1.8 [y=13.711 Oil -10 PLF 0 0.0 to -10 @ 4.8 L 1 10.61(10OVI -115 PLF @ 1.8 to -115 @ 4.0 L [Y=10.6][100i] 20 PLF @ 0.0 to 20 @ 4.7 [y=N11 Oil 10 PLF @ 1.8 to 10 @ 4.8 ly=13.71[ Oil 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.5)[100%) 10 PLF 0 0.0 to 10 @ 4.8 tr[3 0 BrgA 1 Vert.R= 283.6 #Hor.R= :4.6# -61 PLF @-2.0 to -61 S i.8 P"19,91,11,00k]: Erg.#2 Vert.R- 59.4 #Hor.R= -0.0# =-=...=-=. . 0 Brg.#3 Vert.R= 30.9 #Hor.R= -0.0# 1 601[NM 1] ......... Repetitive Factors Used: Yes JMWFRS ASCE PrpD/L--IIOC 24.00][DF 1.601[NM 11 -115 PLF 3 0.0 to-115 @ 1.0 L (y= 9.71[100%] Repetitive Factors Used: Yes 10 PLF @-2.0 to 10 @ 0.0 (y=13.711 Ok) 12 PLF @ 0.0 to 12 @ 4.7 (y= 9.0)1100k] 12 PLF @ 12 @ 4.8 jy. 9.01[100%] 31 PLF @ -2.0 to 31 @ 0:0 [y.13.7]1 Oil 10 PLF @ 00:00 tto 10 @ 1:0 [y-13.71[ Oil 31 PLF @ 0.0 to 31 @ 4.8 ly-13.71[ 0%] -149 PLF @-2.0 to-149 @ 0.0 L [y= 9-5)[100%] -43 PLF @ 0.0 to -43 @ 4.8 L (NO.61[loot] 10 PLF @ 1.0 to 10 8 4.8 [y=13.71[ Oki 20 PLF @ 0.0 to 20 @ 4.7 Iy= .51[ 0%] 10 PLF @ 0.0 to 10 @ 4.8 [y= 3.5 Ot -89 PLF @ -2.0 to -89 @ 0.0 L jy= 9.51(100%] -61 PLF @ 1.0 to -61 3 4.8 L 1y=10.6](100%I Brg.# I Vert.R- -78.7 #Hor.R= 92.1# Erg.#2 Vert.R= 72.6 #Hor.R= -0.0# [C&C ASCE Wind Rt--][OC 24.00][DF 1.6011NM 11 Brg.#3 Vert.R- -6.9 #Hor.R= -0.0# Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 4.8 [y= 9.01(100k) fKWFRS ASCE PrpD/R+-][OC 24.00111OF 1.60][NM 1] 10 PLF @-2.0to 10 @ 1.8 [y=13.71( Oil Repetitive Factors Used: Yes -115 PLF 1,8 to -115 @ 4.8 8 L [y.10.6](10011 12 PLF @ 0.0 to 12 @ 4.7 [y- 9.0]1100) 10 PLF @ 1.8 to 10 @ 4.8 (y=13.71( ok) 31 PLF 8 -2,.0 to 31 @ 0.0 [y=13.7]1 Oil 10 PLF @ 0.0 to10 1 4jlgl�=[3.51[ OV] 31 PLF @ 0.0 to 31 @ 4.8 ly=13.71[ Oil -61 PLF -i.0 t. -61 Y= 9.9][100k) -27 PLF @ 0.0 to -27 @ 4.8 L [y.10.61 JIOCAJ - -......... 20 PLF @ 0.0 to 20 0 4.7 ly--3.5][ Oil (CSC ASCE Wind Lt--DI[OC 24.00)[DF 1.60)[NM 1) -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5][100%] Repetitive Factors Used: Yes Brg.# I Vert.R= 101.9 #Hor.R= 43.9# -115 PLF @ 0.0 to -115 @ 1.0 L [y 9.71[100t] Brg.#2 Vert.R= 66.0 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 [Y=l3.;]( Oil Brg.#3 Vert.R= 11.7 #Hor.R= -0.0# 12 PLF @ 0.0 to 12 @ 4.9 jy= 9.0)(100%) ......... 31 PLF @ 0.0 to 31 @ 1.0 y=13.71 I Oil [MNFRS ASCE PrpD/R--][OC 24.00][DF 1.601IMM 11 -149 PLF @ -2.0 to-149 @ 0.0 L [y- 9.5][100t] Repetitive Factors Used: Yes 31 PLF @ 1.0to 31 @ 4.8 (y=13.71( 0%] 12 PLF @ 0.0 to 12 @ 4.7 ly= 9.0)[1001 20 PLF @ 0.0 .0 to 20 @ 4.8 ty.3.51[ Oil 31 PLF @ -2.0 to 31 @ 0.0 [y=13.71[ Oil -61 PLF @ 1.0 to -61 3 4.8 L [y=10.6)[100k] 31 PLF @ 0.0 to 31 @ 4.8 [y=13.711 Oil -27 PLF @ 0.0 to -27 @ 4.8 L [y=10.61(100%1 JC&C ASCE Wind Rt--DI(OC 24.001[DF 1.60)[MM 1] 20 PLF @ 0.0 to 20 @ 4.7 [r 3.5]1 Oil Repetitive Factors Used: Yes -27 PLF @ -2.0 to -27 @ 0.0 [y= 9.5][100%j 12 PLF 0 0.0 to 12 @ 4.8 (y= 9.0][1001] Brg.# I Vert.R= 101.9 1 Hor.R= 43.90 31 PLF 0 -2.0 to 31 @ 1.8 [y=13.711 0%] Brg.#2 Vert.R= 66.0 #Hor.R= -0.0# -115 PLF @ 1.8 to -115 @ 4.BL [y-10.G][l00t] BrBrg.# 3 Vert.R= 11.7 #Hor.R= -0.0# 31 PLF @ 1.8 to 31 @ 4.8 (y=l3.71[ Oil .......-=-= 20 PLF @ 0.0 to 20 @ 4.8 (r 3.511 Oil [MWFRS ASCE PrID+-I[OC 24.00][DF 1.60][NN 11 -61 PLF -2.0 to -61 Z i.8 [Y= 9.9][100k) Repetitive Factors Used: Yes ....... 12 PLF @ 0.0to 12 @ 4.7 [y- 9.0][1001 31 PLF @ -2.0 to 31 @ 0.0 [y=13.71[ Oil 31 PLF 0 0.0 to 31 @ 4.8 it=13.711 Oil -10 PLF @ 0.0 to -10 @ 4.8 [y=10.6](100%j 20 PLF @ 0.0 to 20 @ 4.7 [y= 3.5]1 01 -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5][1001 Brg.# I Vert.R= 176.0 #Hor.R= 17.1# Brg.# 2 Vert.R= 67.6 #Hor.R= -0.0# Brg.# 3 Vert.R= 43.1 #Hor.R- -0.0# [MWFRS ASCE PrDl--]IOC 24.00][DF 1.60](NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.0 to 12 @ 4.7 ly= 9.1)[100k) 31 PLF @ -2.0 to 31 @ 0.0 [y--13.71[ Ok] 31 PLF @ 0.0 to 31 @ 4.8 [y-13.711 OVI -52 PLF @ 0.0 to -52 @ 4.8 L [y=10.6][100%) 20 PLF @ 0.0 to 20 @ 4.7 [y=rS][ Oil -52 PLF @ -2.0 to -52 @ 0.0 L ly-9.51f100kI Brg.# 1 Vert.R= -13.6 #Hor.R= 85.1 Brg.# 2 Vert.R= 63.4 #Hor.R= -0.0# BrgA 3 Vert.R= -37.2 #Hor.R= -0.0# [C&C ASCE Wind Lt-+IIOC 24.00][DF 1.60HRM 11 Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 1.0 L [y. 9.7][100k] 10 PLF 0 -2.0 to10 0 0.0 IT;13.71[ Oil -12 PLF 6.0 to -12 0 i.8 = 9.0][1001 Job:(16175N) /J5A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) • • ••• ID75 m&h Wnd•154p0&mean hgt,ASCE 7-10,PART. ENC.bldg,not located within 4.50 ft from roof edge,RISK CAT II,EXP •a •• • •C,•vini IC DIi5.0'sf,wind BC DL=5.0 psf.GCpi(+/-)=0.55 Top chord 2x4 SP#2 N • • • • • • • • • • Bot chord 2x4 SP#2 N : VVd lads ar:rea;ions based on MWFRS with additional C&C member design. :Lt Level Return 2x4 SP#3: • • ••• •Bod{tom chord checker for 10.00 psfnnn-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load.Creep increase factor for dead load Is 1.50. • •• • • • •• • • • •• • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • ••• • • • • •• • R=16811 U=899 NAILED 12 3 v ro io �2X4(A1 `f N N T @2M(R ZDT 1 r► 2' 4'9" R=479#U=3159 RL=9211 W=8" R=84#Rw=124#U=65# NAILED (Rigid Surface) LEFT RAKE=2'0"12 SEQ= 325548 PLT.TYP.-WAVE DESIGN CRR-FBC2014RESrrPI.MUFTMT"2096(0%)!1(0) QTY=4 TOTAL=4 REV. 15.01.01C.0611.00 SCALE=1.0000 "W IN 1"AM AND FOLLOW ALL N TIS ON THIS DRAWING TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Truaaea r."atlrmne me N fabri:atIn.h-Mg.ardpo , B end breemg.Reim to aM y; (.Dow ma West eftbon of SCSI(IhWM D"np—dSafey IrdoMMUM by TPI aaa WTCA)for Saran TC DL 15.Opsf DATE 05-31-2016 Prot to performing thesefmca". mrw= I. a mess noted otbmadse,top a,ma sero nava FLURII)A Snsoltaveaprop"aftonedrgeoe&q.Locmlmatom fmp-n—dWmsmt alrestrorwebs aten BC DL 10.Opsf DRWG Shea It—b..Img h.WW pm SWI21—21-83.Sr m B10.®eppaoabie.Appy'pto earn taco QUALITY TRUSS of bpa'andpesabna,smmabmaadm me wmt ohawme. BC LL 0.Opsf Refer to 1 WA-2 fm standard plate poaBmrs. ITWBulltngd Cmnporatnta Group Naehe01h ba SVrP11.—poislWo fmhndfrg.Wt Dantide tl.Ibn aM W=M b trues N omdormenaewM ANSVTPI I.a fm ,eNPPmB,NsmOaibn TEL:(954)975-3384 AaWombamga dmMV Iam aft, eu«meeptsnS of TOT.LD. 55.Opsf O/ALEN. aosoo n FAX:(954)978-8980 lusub"amMCI" m DUR.FAC. 1.25 JOB#: 16175N 3MPARK COnaAt.BrvD. formyWueWmlgftmpmetWaIMaUftOamnap•ANBVrPItBae2 POMPANO BEAM FL 33064 For mme him-11.aea ode lob%genal mtea page arw mese web saes: mNBDG-1Mbog.com;TPI:—tpNamg;NrtA:wan,.ebdndasby.csm;IDD:www.Icced..mg SPACING 24.0" TYPE EJACK [ALPIRE][FBC2014Res/TPI-20071IJ5A][16175N/11 Brg.#3 Vert.R= -39.6 #Hor.R= _0.0# [TCLL 30.01[TCDL 15.0][BCDL 10.0)[BCLL 0.0][DF 1.25110C 24.0][NM 1][SOFFIT 2.0] (MWFRS ASCE Perp/R+-][OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes • • • • • •• •• • 37 PLF @ 0.0 to 37 @ 4.7 ly= 9.01[1004] [STD.AUTO.LOADI[OC 24.00][DP 1.jf[till iZ • • • • • • • 10 PLF @-2.0 to 10 @ 0.0 [y=13.71[ Oil ===Bearings==(X-LOC1(React)[Min Size Req]== Repetitive Factors Used: Yes • • • ••• • • • 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ Oki ( 0.00]( 479]( 156h)[0.13] ( 4.751[ 128](0.26] (4.75][ 168](0.131 31 PLF @ -2.0 to 31 @ 4.8 =13.7] 01]• • • • • • -27 PLF @ 0.0 to -27 @ 4.8 L [y=10.6][10011 60 PLR @ -2.0 to 60 @ 4.8 =13.7j 003]•• • • • • ••• 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.5][ 041 20 PLF @ 0.0 to 20 @ 4.8 [y= 3.51[ 041 -27 PLF @ -2.0 to -27 @ 0.0 L ly= 9.51[10041 EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace Brg.#1 Vert.R= 479.2 #Hor.R= 0.0# Brg.#1 Vert.R= 37.7 #Hor.R= 43.9# 0- 3 41 0 0.00 0.52 0.52 21 4 SP 92 N 22.89 3.00 Plywd Erg.#2 Vert.R= 48.0 #Hor.R= -0.0# Brg.#2 Vert.R= 95.6#Hor.R= -0.0# 6- 8 41 -71 0.00 0.46 0.46 23 4 SP#2 N 54.29 3.00 P1 d Brg.#3 VeIt.R= 168.0 #Hqj%, •I.f# •s ••• • ••• Brg.#3 Vert.R= -21.6#Hor.R= -0.0# 7- 9 0 -0 0.00 0.29 0.29 25 4 SP#2 N 52.25 -0.00 Diaph=-g-=-=----------------- -w-_�-=t -=-`i= • • • • • •• 1- 2 1 0 0.00 0.03 0.03 2 4 SP#3 21.41 -1.64 [FBC pass#2][OC 24.00][DF L25WNM•1r• • • • • • • [MWFRS ASCE Perp/R-+]IOC 24.00][DF 1.6011NM 1) 4- 5 606 448 -_-=Plate Member=-_- PLATE MEMBER 0.50 -Vert- -----Repetitive Factors Used: Its • • • • • • • • • Repetitive Factors Used: Yes 4- 6 112 -198 0.00 0.50 0.50 21 4 SP#2 N 3.16 8.46 Plywd 31 PLF @ -2.0 to 31 @ 4.P[y=13.9]1 0's] *00 • ••• • -37 PLF @ 0.0 to -37 @ 4.7 [y= 9.01[10041 3- 4 172 -71 - -Fictious Member=- SP#2 N 1.90 -5.04 ----- 20 PLF @ 0.0 to 20 @ 4.8 [y= 3.5][1004] 10 PLF @ -2.0 to 10 @ 0.0 (y=13.7][ 04] 6- 7 401 -139 -_-=Plate Member=-_- PLATE MEMBER 3.47 -97.48 ----- 20 PLF @ 0.0 to 20 @ 4.8 [y= 3.5]( 041 10 PLF @ 0.0 to 10 @ 4.8 (y=13.7][ 04] 5- 7 51 -142 0.00 0.14 0.14 24 4 SP#2 N 3.21 -4.52 Diaph4 PLF @ -2.0 to 4 @ -0.1 [y= 8.5]( 01J -27 PLF @ 0.0 to -27 @ 4.8 L (y=10.61[1004] 0- 1 0 -0 -=-=Fictions Member=- SP#3 0.00 -Vert- -----Brg.# 1 Vert.R= 252.9 #Hor.R=••-0.4# • • •• ••• •• 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.5]( 011 Brg.# 2 Vert.R= 84.0 #Hor.R9 0. • • • • • • • -27 PLF @ -2.0 to -27 @ 0.0 L (y= 9.5][1001] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Brg.# 3 Vert.R= 64.1 #Hor.R=••0 #• •• :• •• Brg.# 1 Vert.R= -134.2 #Hor.R= 43.9# """°'°'° __ _ _ _ _ _ =r'•_�_ • • • • • • Brg.#2 Vert.R= -58.3 #Hor.R= -0.0# Node X-Loc Y-Loc Plate Cq JSI Method def1Y(L) def1Y(T) dxL dxT (MWFRS ASCE Perp/L++IIOC 24.001JDi 1.606[ftll • • • ••• •• Brg.#3 Vert.R= -39.6 #Hor.R= -0.0# 0 -1.85 8.88 2X4(R) 0.80 0.50 N 0.07 L/307 0.10 L/222 0.01 0.02 Repetitive Factors Used: Yes =--------------------•______,__•__=•=_z_=_,____ 1 -1.85 8.89 ---- ----- - ----- ---- ---- -37 PLF @ 0.0 to -37 @ 4.7 ly=9.0](1001] [MWFRS ASCE Perp/R--][OC 24.001[DF 1.601[NM 11 2 -0.08 8.64 -- ----- -- ----- ---- ---- 10 PLF @ -2.0 to 10 @ 0.0 [y=13.7]( 011 Repetitive Factors Used: Yes 3 0.00 9.34 0.00 L/390 0.01 L/281 0.00 0.00 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 01] 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.0][10041 4 0.15 9.28 ---- -- - -- ----- ---- ---- -10 PLF @ 0.0 to -10 @ 4.8 L [y=10.6][1004] 10 PLF @ -2.0to 10 @ 0.0 [y=13.7]( 011 5 0.15 9.24 2X4(A1) 0.80 0.27 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 4.7 [y=3.5][ 01] 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 01] 6 0.36 9.43 0.01 L/999 0.01 L/999 0.01 0.01 36 PLF @ -2.0 to 36 @ 0.0 L [y= 9.51[1004] -27 PLF @ 0.0 to -27 @ 4.8 L [y=10.61[1004) 7 0.40 9.15 0.01 L/199 0.01 L/999 0.00 0.00 Brg.# 1Vert.R= 47.5 #Hor.R= -4.6# 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.511 04] 8 4.75 10.53 0.00 L/999 0.00 L/999 0.00 0.01 Brg.#2 Vert.R= -64.9 #Hor.R= -0.0# -27 PLF @ -2.0 to -27 @ 0.0 L [y= 9.5](1004] 9 4.75 9.15 0.00 L/999 0.00 L/999 0.00 0.00 Brg.# 3 Vert.R= -20.5#Hor.R= -0.0# Brg.#1 Vert.R= 37.7 #Hor.R= 43.99 Brg.#2 Vert.R= 95.6 # Hor.R= -0.0# (MWFRS ASCE Perp/L+-][OC 24.00][DF 1.60)(NM 11 Brg.#3 Vert.R= -21.6 #Hor.R= -0.04 Repetitive Factors Used: Yes ---------------------------------•_---_ _-_-_ 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.0)[10041 (MWFRS ASCE Parl++1[OC 24.001[DF 1.60](NM 1) 10 PLF @ -2.0to 10 @ 0.0 y=13.71[ 011 Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 y=13.71[ 041 -37 PLF @ 0.0 to -37 @ 4.7 [y= 9.0][1001] -10 PLF @ 0.0 to -10 @ 4.8 L [y=10.6][1001) 10 PLF @ -2.0 to 10 @ 0.0 1y=13.7][ 011 10 PLF @ 0.0to 10 @ 4.7 [y= 3.51( 04) 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ O1) 36 PLP @ -2.0 to 36 @ 0.0 L (y= 9.5]11004] -10 PLF @ 0.0 to -1 0 @ 4.8 L [y=10.61[1004] Brg.# 1 Vert.R= 219.4 #Hor.R= -4.6# 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.5][ 01] Brg.# 2 Vert.R= 89.0 #Hor.R= -0.0# -10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.51[10041 Brg.#3 Vert.R= -2.5 #Hor.R= -0.0# Brg.# 1 Vert.R= -60.1 #Nor.R= 17.1# Brg.#2 Vert.R= -56.6 #Hor.R= -0.0# (MWFRS ASCE Perp/L-+][OC 24.00][DF 1.60][NM 11 Brg.#3 Vert.R= -8.2#Hor.R= -0.0# Repetitive Factors Used: Yes =----------------------------------- --- ---- -37 PLF @ 0.0 to -37 @ 4.7 `y= 9.0)[10041 [MWFRS ASCE Parl+-]IOC 24.00][DF 1.60][NM 1] 10 PLF @ -2.0 to 10 @ 0.0 (y=13.7][ 04] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 [y=13.7][ 011 37 PLF @ 0.0 to 37 @ 4.7 ly= 9,01[1004] -43 PLF @ 0.0 to -43 @ 4.8 L [y=10.6](1004] 10 PLF @ -2.0 t 10 @ 0.0 [y=13.7)[ 04l 10 PLF @ 0.0 to 10 @ 4.7 (y= 3.5][ 0s) 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 041 -89 PLF @ -2.0 to -89 @ 0.0 L [y= 9.5](10041 -10 PLF @ 0.0 to -10 @ 4.8 L 1y=10.61[1004] Brg.# 1 Vert.R= -314.8 #Hor.R= 92.1# 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.51[ 041 Brg.#2 Vert.R= -51.7#Hor.R= -0.0# 10 PLF @ -2.0 to -10 @ 0.0 L [y= 9.5)(1001] Brg.# 3 Vert.R= -58.2#Hor.R= -0.0# Brg.#1 Vert.R= 111.8 #Hor.R= 17.1# Brg.#2 Vert.R= 97.3 #Hor.R= -0.0# [MWFRS=ASCE Perp/L--][OC 24.00][DF 1 60][NM 11 Brg.#3 Vert.R= 9.8 #Hor.R= -0.0# Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.0][1004] [MWFRS ASCE Parl-+)[OC 24.00][DF 1.60][NM 11 10 PLF @ -2.0 to 10 @ 0.0 [y=13.71[ 01] Repetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 04] -37 PLF @ 0.0 to -37 @ 4.7 [y= 9.0][1001] -43 PLF @ 0.0 to -43 @ 4.8 L [y=10.6][1001] 10 PLF @ -2.0to 10 @ 0.0 [y=13.7][ 041 10 PLF @ 0.0 to 10 @ 4.7 [y=3.51[ 04] 10 PLF @ 0.0 to 10 @ 4.8 [y=13.71[ 011 -89 PLF @ -2.0 to -89 @ 0.0 L [y=9.51[1004] -52 PLF @ 0.0 to -52 @ 4.8 L (y=10.6111001] Brg.#1 Vert.R- -142.9 #Hor.R= 92.3 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.511 04J Brg.#2 Vert.R- 102.2#Hor.R= -0.0# -52 PLF @-2.0 to -52 @ 0.0 L [y= 9.51(1004] Brg.#3 Vert.R- -40.2#Hor.R- -0.0# Brg.#1 Vert.R= -249.7 #Hor.R= 85.7# Brg.#2 Vert.R= -60.9 #Hor.R= -0.0# [MWFRS ASCE Perp/R++][OCL24.00][DF 1.60](NM 11 Brg.#3 Vert.R= -88.5 #Hor.R= -0.0# Repetitive Factors Used: Yes -37 PLF @ 0.0 to -37 @ 4.7 [y= 9.0][10041 [MWFRS ASCE Parl--][OC 24.001[DF 1.60](NM 1] 10 PLF @-2.0 to 10 @ 0.0 (y=13.7][ 011 Reppetitive Factors Used: Yes 10 PLF @ 0.0 to 10 @ 4.8 [y=13.7][ 04j 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.0][1004) -27 PLF @ 0.0 to -27 @ 4.8 L 1y=10.6111004] 10 PLF @ -2.0 to 10@ 0.0 (y=13.7][ 011 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.51[ O4] 10 PLF @ 0.0 to 10 @ 4.8 [y=13.7][ 01) -27 PLF @ -2.0 to -27 @ 0.0 L [y=9.51[1001] -52 PLF @ 0.0 to -52 @ 4.8 L [y=10.6][10011 Brg.# 1 Vert.R= -134.2 #Hor.R= 43.9# 10 PLF @ 0.0 to 10 @ 4.7 [y= 3.5][ 01] Brg.#2 Vert.R= -58.3 #Hor.R= -0.0# -52 PLF @ -2.0 to -52 @ 0.0 L [y= 9.5][10041 a Brg.# 1 Vert.R= -77.8 #Hor.R= 85.7# -149 PLF @-2.0 to-149 @ 0.0 L [y- 9.5)[100t] Brg.#2 Vert.R- 93.0 #Hor.R= -0.0# 10 PLF @ 1.0 to 10 S 4.8 [y=13.71[ 3.71[ at) BrqA 3 Vert.R= -70.5 9 Hor.R= -0.0# 10 PLF @ 0.0 to 10 @ 4.8 t 3.51[ at] -61 PLF 1.0 to -61 3 4.8 [y.10.6][1001 0 0 *00 0 0 0 Soo [KWFRS ASCE PrpD/L+-][OC 24.00][DF 1.60][NM 11 00 0 0 0 0 0 00 0 0 0 Repetitive Factors Used: Yes [C&C ASCE Wind Rt-+I(OC 24.00][DF 1.60HRM 11 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.01[100t] Repetitive Factors Used: Yes 31 PLF @ -2.0 to 31 @ 0.0 [y 13.7][ 01 0 0 0 0 0 0 0 0 1 4 8 1 = -37 PLF @ 0 0 to -37 S 4.8 [y= 9.0][1001 •0 0 0 0 0 000 31 PLF @ 0.0 to 3 @ . y=13.71[ 01 10 PLF @ -2.6 to 10 @ 1.8 ly=13.71[ OVI -10 PLF @ 0.0 to -10 @ 4.8 L 1y=10.61[1001] -115 PLF @ 1.8 to -115 @ 4.8 L [y-10.6][1001] 20 PLF @ 0.0 to 20@ 4.7 [y. 3.5][ 01 10 PLF @ 1.8 to 10 @ 4.8 �y-13.71[ A] 36 PLF @ -2.0 to 36 @ 0:0 L [y= 9.51[1001] 10 PLF @ 0:0 to 10 @ 4.8 y=3.511 Otl Brg.# 1 Vert.R= 341.4 #Hor.R= -4.6# -61 PLF @-2.0 to -61 3 1.8 L [y= 9.911100t1 0 • 09* Brg.# 2 Vert.R= 111.2 #Hor.R= -o.o# =.........===-===-= . . Brg.#3 Vert.R. 36.9 #Hor.R= -0.0# [C6C ASCE Wind Lt--J[OC 24.00][DF 1.601[NM 1] • Repetitive Factors Used: Yes fMWFRS ASCE PrpD/L--][OC 24.00)[DF 1.60)[NM 1) -115 PLF @ 0.0 to-115 @ 1.0 L [y- 9.7](1004) 0 0 0 0 0 0 0 0 Repetitive Factors Used: Yes 10 PLF @ -2.0 to 10 @ 0.0 �y=13.71[ at) 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.0][100t] 37 PLF @ 0.0 to 37 6 4.8 y= 9.01[100t) 31 PLF @ -2.0 to 31 @ 0.0 ly-13.711 OV) 10 PLF @ 0.0 o 10 @ 1.0 (T3.71[ OV] 31 PLF @ 0.0 to 31 @ 4.8 y-13.7]1 ok) -149 PLF 6-2 0 to-149 @ 0.0 ly= 9.51[1001] -43 PLF @ 0.0 to -43 @ 4.8 L (y=10.61[1001) 10 PLF @ 1.0 to 10 0 4.8 [y=13.71 at) 20 PLF @ 0.0 to 2090 @467o[r3.5H at] 10 PLF @ 0.0 to 10 @ 4.8 [r3.51 at) 0 •0 -89 PLF @ -2.0 to -8 (Y= 9.5)[1001] -61 PLF @ 1.0 to -61 3 4.8 [y=10.6][1001] Brg.# I Vert.R= -20.8 #Hor.R= 92.1# Brg.#2 Vert.R= 124.3 #Hor.R= -0.0# [C&C ASCE Wind Rt--I[OC 24.00](DF 1.60][NN 1] Brg.#3 Vert.R= -0.8 #Nor.R= -0.0# Repetitive Factors Used: Yes ....... 10 PLF 0 -20 to 10 9 1.37 PLF @ 0.0 to 37 0 4.1 Y= 9.01(1001] i [MWFRS ASCE PrpD/R+-)(OC 24.00)[DF 1.601[NM 11 8 y=13.7][ OkI Repetitive Factors Used: Yes -115 PLF @ 1.8 to -115 @ 4.8 L [y=10.6][1001) 37 PLF @ 0.0 to 37 @ 4.7 [Y= 9.0](1001 10 PLF @ 1.8 to 10 @ 4.8 (y=13.71[ Ok] 31 PLF @ -2.0 to 31 @ 0.0 [y=13.71( at] 10 PLF @ 0.0 to 10 @ 4.8 [y= 3.51[ otl 31 PLF @ 0.0 to 31 @ 4.8 =13.7]( 0) -61 PLF @ -2.0 to -61 3 1.8 L [y= 9.911100t] .27 PLF @ 0.0 to -27 @ 4.8 L [y=10.61[100k] -=�=- -=-=-=--=-=,O-=-- 20 PLF @ 0.0 to 20 @ 4.7 Ir,LSH at) JC&C ASCE Win Lt--DI(OC 24.00][DF 1.601INN 1] -27 PLF @ -2.0 to -27 @ 6.0 Y= 9.51[1001] Repetitive Factors Used: Yes Brg.# 1 Vert.R= 159.7 #Hor.R= 43.99 -115 PLF @ 0.0 to-115 @ 1.0 L [y= 9.7][10011 Brg.# 2 Vert.R= 117.7 #Hor.R= -0.0# 31 PLF @ -2.0 to 31 @ 0.0 y=13.7]( ok) .8 #Hor.R= -0.0# 37 PLF @ 0.0 to 37 @ I Brg.# 3 Vert.R= 17 4.8 y= 9.01[1001 ....... 31 PLF @ 0.0 to 31 @ 1.0 [y=13.7]( Ok) [MWFRS ASCE PrpD/R--][OC 24.00][DF 1.60][NM 11 -149 PLF @-2.0 to-149 a 0.0 0 L fy= 9.51[1001] Repetitive Factors Used: Yes 31 PLF @ 1.0 to 31 @ 4.8 [y=13.71 at] 37 PLF @ 0.0to 37 @ 4.7 ly= 9.0)(1001) 20 PLF 0 0.0 to 20 @ 4.8 [r 3.51 at] 31 PLF @-2.0 to 31 @ 0.0 Y=13.71[ 01] -61 PLF @ i.0 to -61 3 4.8 [y=10.6][10011 31 PLF @ 0.0 to 31 @ 4.a [t=13.7][ at] ..---------=---=------ -27 PLF @ 0.0 to -27 @ i.8[ y=10.61(look] [C&C ASCE Wind Rt--DIJOC 24.001[DF 1.60][NM 11 20 PIF 0 0.0 to 20 @ 4.7 [y= 3.51( at) Repetitive Factors Used: Yes -27 PLF @ -2.0 to -27 @ 0.0 L [y. 9.5)[1001) 37 PLF @ 0.0 to 37 0 4.8 (y= 9.01`1001] Brg.# Vert.R= 159.7 #Hor.R= 43.9# 31 PLF 6-2.0 to 31 9 1.8 y=13.71[ OkI Brg.# 2 Vert.R= 117.7 #Har.R= -0.0# -115 PLF @ 1.8 to-115 9 4.8 L [y=10.61[1001] Brg.#3 Vert.R= 17.8 #Hor.R= -0.0# 31 PLF @ 1.8 to 31 0 4.8 jy=13.7]( Ok] 20 PLF 0 0.0 to 20 @ 4.8 y= 3.51[ at) [f4WFRS ASCE PrID+-1[OC 24.00)[DF 1.60](NM 1) -61 PLF @ -2.0 to -61 S 1.8 L [y= 9.91[10011 Repetitive Factors Used: Yes 37 PLF 9 0.0 to 37 @ 4.7 [y= 9.01[100t) 31 PLF @ -2.0to 31 @ 0.0 [y=13.71[ at] 31 PLF 0 0.0 to 31 @ 4.8 [y=13.71[ 0%] -10 PLF @ 0.0 to -10 @ 4.8 L J�=10.61[100k] 20 PLF @ 0.0 to 20 @ 4.7 [y- A][ H) -10 PLF @ -2.0 to -10 @ 0.0 L [y. 9.5](1001j BrgBr .# I Vert.R= 233.9 #Hor.R= 7.3 g1 .#2 Vert.R= 119.4 #Nor.R= -0.0# Brg.#3 Vert.R- 49.2 #Hor.R= -DA [KWFRS ASCE PrDl--I[OC 24.00][DF 1.60][NM 11 Repetitive Factors Used: Yes 37 PLF @ 0.0 to 37 @ 4.7 [y= 9.0]11001] 31 PLF @ -2.0 to31 @ 0.0 [y=13.7][ OV] 31 PLF @ 0.0 to 31 0 4.a [y=13.7]1 01 -52 PLF @ 0.0 to -52 @ 4.8 L [y.10.6][1001 20 PLF @ 0.0 to 20@ @467 [t=3.5]1 01] -52 PLF @ -2.0 to -52 .0jY= 9,51[100t] Brg.# 1 Vert.R. 44.2 #Hor.R= 85.7# Erg.#2 Vert.R= 115.2 9 Hor.R= -0.09 Erg.#3 Vert.R- -31.2 #Hor.R= -0.0# (C&C ASCE Wind Lt-+]IOC 24.00][DF 1.60][NM 1] Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 1.0 L [y= 9.71[100] 10 PLF @ -2.0 to 10 @ 0.0 [y=13.7][ 011 -37 PLF 0 0.0 to -37 @ 4.8 [y= 9.0][1001] 10 PLF @ 0.0 to 10 @ 1.0 [y=13.71[ Ok) ANCHORAGE AND RESTR.A-�NT- *:DF: EXTERAL BRACING ... . . . • o..• THIS IS A DANGEROUS CONDITION THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE SHEATmG FIG. 1 •'• • ' .: •CONTINUOyS L&VRAL BRACING (CLB —M). WHEN ANCHORAGE • • • • • •14NGT AdULAkE AS SHOWN IN FIG. 2 THE DIAGONAL COMPRESSION WEBB, TO PREVENT THI$ : : : : :BRACE R*IRAZN'1*i(DBR —M) MEMBERS ARE 2X4'S, I I BEFORE AND AFTER/" FAILURE, X48• •• THE ENI?f?SIF ftCH ARE ATTACHED TO TOP & BOTTOM 1 I BUMMING. OR RESMAIN THE CHORDS. TEE DIAGONAL BRACE MAY BE ATTACHED.DIRECTLY TO 11 II I LATERAL BRACING � • • O WHE"ll OR*TA THE WEB OPPOSITE THE CLB. USE THE SAME I 1 I I I I CONTINUOUS LATERAL BRACING • ••• • • •N"ro SIUN IN FIG. 3A. ! 1 1 (CLB) MAINTAINS SPACING, BUT USE METHOD SHOWN IN : : : : : : • : : / ! ! PERMITS LATERAL BUClWG MG. 2, 3A & 313, OR•• • • • • • 000 •• OF ALL WEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL FIG. 3B HEAmG FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 FIG. 3A ANCHORAGE BY B III)INC_ DEST�;R DIAGONAL B A . . RESTRAINT (DRI EXAMPLE TRUSSES (OTHER ANCHORAGE PROVISIONS WITHIN THE UNIT ( A & 3B) FOR OTHER TYPES OF WALLS). SHEATHING BHEItTHING COMPRESBION WEB, ANCHORAGE (BY 13UIMINO SLOPING OR VERTICAL. DESIGNER) INTO SOLID END OR WEB NEEDING "PROX WALL — RESTRAINS LATERAL 4a BRACING. BRACING, THEREBY PREVENTING WEB BUCM.TRG. ma CLH COMPRESSION WEB 2X4 #3 OR STUD GRADE DBR NAM CEdWG TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXDIATELY 20 FOOT CEILING INTERVALS TO RESIST LATERAL MOVEMENT. DHR MAY TRAVERSE MORE THAN TWO ATTACH TO WEBS WITH TRUSSES, DEPENDING ON TRUSS HEIGHT. (2) 18d COMMON (0.182" X 3.8',IMO NAILS, -TAMM-MD AND WOL=AM MM OR T=tDZ$f1 Wroaan regvDr a+trrma can m tatatmtlaa,Daad!!ny ahfpgtn� end bm"4, wL to=d faBo. REF BRACE RESTRAINT B=I ua� Campoaaat 8afa! farm UM h 7M and frftul tv E�fr,.etld.arlor m p;,t rminy these"_ ,•••� butaDm"'u prodda�temnarss brad ppaarr DCef. ttata.aotea etDseis,tap°ba"° DATE 1/1/09 aDaa Dan b dtadud atnatard L.a�ndd bottom ahwd mW Dare a fvayary attaehad ridd wallaaa'a m amr m. Bea Uds J� bpa gm t 3n m'w'�`f t�e Wmal °�0A�°N'tl'° DRWG BRCLBANCO109 "UMMM-0�r000Me,mM M"OF�Dt =m ntvtev,}ilo�7 a m BuDdtei b,d1d y a,oap n.+a.(ar»C01.D.h Gat De rr�eatlD� 1' �mf d:elat+aa Brom this daa3• ". Building CamoonenL Oroup Ino. mw falbae to bsdld the ltuaa ht ermanw aylD 7'pt,m laFalaatD�y,1iaarBi4 shipping bmiaillDj*1t Dfr<dns d ln+naa. 1WrB00 cmwdm•pLtaa Gra made of MA11116"(WAIA xt AM UN Evade OW/10/fill FN/94 n1►.AW. AV*Pfau to mob taae of tens.Paduomad u W"n abon Gad=:dm DNa1L. sd am This dna or owm J lnd t aaelaaeoa and pralsdand emRltiegtar evpeodbMll"l* hr the in=�eampoa�myidr4p eDenaTg' /1�apW�8fBm t & e!lDL aampeemmt for asqDnOdMj!e tDe Eerlh City,MO 83045 a�Stsbej.aomi WFD tnr.mtpind.eext IFST.lt�mrabdlmdulb7- M 1CIh—Wloada.my a ZV o Mi GENERAL NOTES NOTAS GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES Trusses are not marked in any way to identify Los busses no estin marmdos de nIng6n modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. e frequency of location of temporary lateral identifique la firecuenda a locagzad6n de restriccl6n lateral Warning!Don't overload the crane. restraint and diagonal bracing.Follow the y arriostre diagonal temporales.Use las remmmdaciones iAdvertencia!iNo sobrecarga[a grfla! recommendations for handling,installing and de manejo,instalad6n,restdcd6n y arriastre temporal de Never use banding alone to lift a bundle. temporary restraining and bracing of busses. ]as trusses.Vea el fdeto BM Gula de Buena PrActIca Refer to SCSI Guide M Cimd Practice for para el Manglo.IrMaladbn.Restricd6n ylriostre de'as Do riot lift a group of Individually banded bundles. Handlinn.Instalfing-Restralning&Bradna of Trusses de Madera Conectarlos can Placas de Metal para Nunca use s6lo]as empaques para levantar un paqueb �"- Metal Plate Connected Wood Trusses for more inkirmad6n mfis detallada. No levante un grupo de empaques individuates. detailed information. Los dibujos de dise-no de[as busses pueden especificar las A single lift point may be used for bundles Truss Design Drawings may specify locations of locallzadones de restriod6n lateral permanente a reluerzn with trusses up to 45'. permanent lateral restraint or reinforcement for en los mlembros individuates del buss. Vea la hoja Two lift points may be used for bundles with individual truss members.Refer to the BCSI-B3 resumen%M-M-RestricriblArriostre Permanente de busses up to 60'. Warning!Do not over load supporti SummaSheet-permanent Restraint/Bracing Querdas Y Miembros Secundados para mAs Inkirmad6n. Use at least 3 lift points for bundles with structure with truss bundle of Chords&Web Membersfor more information. El rests de[as disefios de arriostres permanentes son la trusses greater than 60'. lAdvertencial No sobrecargue(a esl All other permanent bracing design is the responsabWaid del Disefiador del Edifido. responsibility of the Building Designer. Puede usar un solo lugar de levantar Para apoyada con el paquete de trusses. paquetEs do busses hasta 45 pies. The consequences of improper handling,erect- Puede usar dos puntas de levantar para Place buss bundles in stable positio paquetes m6s de 60 pies. Puse paquebes:de trusses en Una p( Ing,installing,restraining and bracing can result estable. in a collapse of the structure,or worse,serious Use par lo menos fres puntos de levantar para personal Injury or death. "'° paquetes mss de 60 pies. El resultado de un manejo,levantarritento, INSTALLATION OF SINGLE TRUSSES BY HAND Instabd6n,restricc[6n y antsabre InoarrecbD puede INsTALAa6N POR LA NANO DE TRUSSES INOMDUALIES ser la caida de la estructura a aim peor,hericlas a - muertas. s FA Trusses 2(r Trusses 3(r or or less,sup- less,support at A Banding and buss plates have sharp edges.Wear port at peak. quarter points. gloves when handling and safety glasses when Levante Lievante de cutting banding. del pica[a., los cuarlos trusses de de tramo los Empaques y placers de metal tienen bordes t 20 pies a I-<--muss up to 20' -).-1 trusses cle 30 Trusses up to 3( afilados. Use guantes y lentes prolectores;cuando mens. Trusses hasta 20 pies I pies a mencis. Trusses hasta 301 carte los empaques. HOISTING OF SINGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDIVIE Hold each Miss In position with the erection equipment until top chord temporary,latiffal re HANDLING - MANEJO Ots Installed and the buss is fastened to the bearing points. A Avoid lateral bending.—Evite la fie)d6n lateral. Sostenga cada buss en pcstd6n con equIpD de gn!ia hasty que la restricd6n lateral tempor, A Use special care In UtIllce culdado cuerda superior este Instalado y el truss esti asegurado en los soportes. windy weather or especial en oras near power lines ventoms a cerca de Warning!Using a single pick-point at the peak and airports. cables el6ctrims a de &can damage the buss. aempuertos. levantar en of picD puede hace&daho 4truss.lAdvertenda!El uso de un solo lugar para Spreader bar 9666 • for truss 6.0 HOISTING RECOMMENDATIONSWitUriGLE 0 TRUSSES So I" *000 • 0 0 0 0 The contractor Is responsible for properly RECOMENDACIONES PARA LEVANTAR TRUSSES 000*00 receiving,unloading and storing the busses 0 0 INDIVIDUALES 0000 at the jobsite. • 0*0*00 APP B cantraffsta bene[a responsalolfidad de Foll" Use proper rig- Use equpo aproplado 0 - para levantar e TRUSSES UP To 3(r reabir,descargar y almacenar adecuada- 00 00 ging and hoisting menta los busses en la obra. equipment Improvisar. 0 0 TRUSSES HASIA 30 PIES Toe4n 0 J---Ino 0 0 0 GAItach I Wder bar • Illy O.Q sp.aCrW bW IP2 t. a sMack S= 2/3-=IIWV.h 0 0 Tagam TRUSSES UP TO 6W • 0 TRUSSES HASTA 60 PIES siximder bar 2FJ W 34 t=WxA If busses are to be stared horizontally,place TRUSSES UP TO AND OVER W blocking of Sufficient height beneath the IV I TRUSSES HASTA Y SOBRE 60 PIES stack of busses at Ir tocenter. Do not store No almacene For trusses stared for more than one week, G unbraced bundles verticalmente[as TEMPORARY RESTRAINT & BRACING cover bundles to prevent moisture gain but upright trusses sueltos. REST RICCION Y ARRIOSTRE TEMPORAL allow for ventilation. Refer to BCSI Guide to Good Pracdoe for Refer to BM-132 Summary Sheet-Truss Handlina.Ingalling-Re=Wing&Bracing loMflatign&Temp-Qrary Restraint/Bracing for TopLiflord Chord Tej Restra of Meld[Plate Connected Wood Trusses more Information. for more detailed Information pertaining to Vea el resumen SCSI B2-Restriccl6ril W min. handling and jobsite storage of busses. Ardostre Temporal v Instalaci6n de lo5. Trusses Para mss infiannad6n. Locate ground braces for first truss directly in Si[as trusses estaran guardaclos horizon- talmenbe,ponga bloqueando de altura line with all rows of top chord temporary at- stifidente deb-As de la panda de[as busses. -1 restraint(see table in the nerd column). ® Do not store on No almacene en Colaque[as arriostres de tierra para el primer Para trusses guardadas par m&de una uneven ground. tferra desigual. Miss directamente en linea con cada una de Brace W true semana,cubra Ins paquetes para prevenir las filas de resbicd6n lateral temporal de la securely befor aumento de humedad pero permita venti- cuerda superior(veer la table en la pr6)dma erection of ads lad6n. columna). trusses. Vea el fiallebo BCST Guia de Buena Pr-Actica Do not walk on unbraced para el Maneto.Instalaci6n.Reshicci6n y Ar- dostres de los Trusses de Madera Conectados busses. con Placas de Metal para infiannad6n mss No camine en busses detallada sabre of manejo y almacenado de sueltas. los busses en Brea de trahajo. % .. % .. CLB WEB BRACE: SLH3 ?II. SMON . 0.00 • • • . . T—BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) ••• ••• OIC.i .0. •i ••• T—BRACE IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB VZRACING' i • i i•• OR BRACING METHOD IS DESIRED. • • *00 • •' • • • • L—BRACE • ••• • ••• • APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN 0.128"x.3.",VM)dT+WLS.•• •• NOTES: *AT 8%OlC.• • • • • THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED =Six iOFi h6H CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAR •)MMER•LEMTH• • ••• •• BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SCAB BRACING: SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X3 OR 2X4 2 ROWS 2X8 2-2X4 NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUY 2X8 1 ROW 2X4 1-2X8 (0,128"x 3,",MIN) NAILS. 2X8 2 ROWS 2X8 2-2X4(*) AT 8" O.C. 2X8 1 ROW 2X8 1-2X8 BRACE IS A MINIMUM 2X8 2 ROWS 2X8 2-2XB(*) BOX OF WEB MEMBER LENGTH SCAB BRACE T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECD!IED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. /Z -WASKINo"ALD ANO FMWW AM NOSE ON Un W= '� — ems. h*��..�a flans... d•=a UWA.& Rdmr to mad rood. TC LL PSF REF CLB SUBST. n n sn�n°"°°`°°�'..r,ue"°'b WOMsU..,by M&.4 V=)for..e.ey p,.otto..win,'to pM—lb, T Y _ _ � t"m '°'°�pmr�'' "°'"°°''a of3ir''"'t°n°b°°" TC DL PSF DATE 1/1/09 >,.tt.a,.a m+fnntE+l taNeE.Lore mann damn.rronQb dt,ehsd a ''�'°°'" °i��L' "r f �>�ts�.M. Lm~n��ifa11ed'or HC DL PSF -5—RWG BRCLBSUB0109 «MVRTA " NO DOAK or"M DMOON m m w"MN Coaeuofoi rn�nmu came.nre"P fsm�ffWnca)mhmR L.t w .t_ .�dvvJAU=aau w,aaa�,, HC LL PSF Building Components OrouD Inc. any hnurm{. tlu bn.m M_n"w"Rrl,or f. fin&,°..m .hey,�.{.A�A A a bums. i�M eonn.atar ya tmm M Ends of a/ie/IWA ItR/e AM AM R.a.07/40/60 TOT. LD. PSF 'i' ►rob nasty to wan fm.m at bumq w+n'b"'+mw,r'°°m.•�D.n &sr for the bum �"�ar.ere bo l.ano -W far aq�Londty L the emmvonm.!e..+p,sLOWa, tLe mEt.ao tb°'.nd aim of tats qtr of SLe Anuam nme�mr pmr.Nsr er,f emo.IL DUR. FAC. Eadh City,MO 63046 DOO7 '� iOOEI vnm'r &TA=]CCt vmto*w LMX SPACING 111511" 41 % I STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LAS MEDIDAS DE LA XNSTALLAa6N DE LOS TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Refer to W51-137 Diagonal Bracing 1)Install ground bracing.2)Set first buss and attach securely to ground bracing.3)Set next 4 Summary Sheet Repeat Diagonal Bracing trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal -Temporary&Per- every 15 truss spaces(30') bracing(see below).S)Install web member plane diagonal bracing to stabilize the first five busses manent Restraint/ (see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see below). Bracing for Parallel 7)Repeat process on groups of four busses until all busses are set Chord Trusses for 3.)Instale los arricstres de tiers.2)Instale el primerc,buss y ate seguramente al arriostre de more hal'banation. i tierra.3)Instale,los pr6)dmOS cuabro busses con restricd6n lateral temporal de mkImbro cortio Vea el resumen (vea abajo).4)Inistale,el arriosbe diagonal c III cuerda superior(vea abajo).5)Instate arriostre Apply Diagonal 8rarx to diagonal para los plans de los mlembros secundarias para estable los primercls clinco trusses vertical webs at Of para la inferior d6n v Arl-lostre cantilever and at hearing AD Lateral Restrains (vea abajo),0 Instale la.restricci6n lateral temporal y arriostre diagonal cuerda erf Temporal y (vea abajo).7)Repita 6ste prooedimiento en grupos de cuatro busses hasta que tDdos los bussesPermanente de locations. lapped at last two times. e�tnsmlados. Trusses de Cuerdas 'Top chord Temporary Lateral Restraint spacing shall be ARefer to 6C5L-13 -2 Summary-Sheet-Tn—m JaMljaMn&Temporary Re-stmint/Bradno for more Pralefas Para mos 1(r o.c.max for 3x2 chords and 15'o.c.for 42 chords. InformatiII lnfbrmad6n. Vea el res6men BCCI-B2-Instalaci6n de Trusses y Arriastrie Temporal Para mayor Irformadon. INSTALLING INSTALACION RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES Tolerances for Out-of-Plane. mit (4 1 EL REsTRit6a6N/ARRiosTRE EN TODDS PLANOS DIE TRUSSES. Toleranclas para Fuera-de-Piano. D159 D(111I NI TTrussI Bow Length MThis reoraint&bracing method is for all trusses emept 3x2 and 4x2 parallel chord busses. Length W1031%now 3W 12.6 Este diI de resbicrl6n y aniosbre es para todo busses exoepto busses de cuerdas paralelas 1W 1. 7fir 14.E 1.)TOVC:0RD-CUERDA SUPERIOR MaX EkW 1. 16.r 3' Truss Span Top Chord Temporary Lateral Restraint ClCrl-R)Spacing kf!ff- 3W Lt� L--- 1-1/8" 180 -altuddeTramc, Espaclarrilento del Arriostre Temporal de la Cuerda Superior cl 4' Up In 31Y 10'o.c max. Plumb 1-114' 51 1-t/4' 20.6' 30 pies 10 pies maxima1-3V 229' * 30'to'45' 8'o.c.max. Tolerances for bob 1-1/2Ir 30 a 45 pies 0 pies maxima Out-of-Plumb. 1-314' r 1-12 25.0' 4.7 to 60' 6'o.c.max Tolerandas Para 015C)Max 1-314" 292' 203.3' Fuera Z, 60 pies 6 pies nrubdrito 5 a -de-Plomada. 2" 6 0 V O.C.MI 60 a 80 pies* 4 pies m;bdmo CONSTRUCTION LOADING-CARGA DE CONSTRUCCION *Consult a Professional Engineer for busses longer than 60'. Do not proceed with construction until all lateral restraint and 4Y rm"A"Wrififl-', - *Consulbe a un Ingenfero Para trusses de mas de 60 pies. bracing is securely and properly In place See for TCTLR options. No proceda con la construcci6n,hasta que bodas las restric- Material Height Vea el 13CST- para las apdones de TCTLR. clones latinalles y los arrfosbes est6n colocados en forma Gypsurn Board 12' aproplada y segura. A} Refer sheet- BCSL-B3 Sum- 004 1'�or DSB is heet-Permanent Do not mmdmum stack B Refer to M-134 0 Restrafrit(Bracinct of Chords Surnmally Sicd.-Qm=ctlon for wo%informatlot?* %phatt shW • 9,a,,uas &Web Members for Gable No ameda[as m&dmas alturas recomenthas.Ilea d mVdh • ir End Frame resti-ain0racingt BCSI-84Carta deConsbrucd6nparareaW&ikwnad6- go c"'.'not, -90 reinforcement information. 0 Clay-rd. 3 aures high Para lnfbrmad6n sobre, h Q • restriod6n/ardostrWrefuerzo Repeat diagonal VI • Para amnI de hastial vea braces for each set of 0 0 0:a 4 busses. • 06 • el resurnen BC51-133-Re- • striccillm/Arric.-I Ground bracing not shown for clarity. Replta los anisodes A-% Do not overload small groups or single%Lww*9 0000 • Permandante. diagonales;para codaNo sobrecargue pecitrefics grupos o trusiAlngAduales. 0 • - Miernbros 5=ndarlcts grupo de 4 trusses. Nevu stack materials near a peak. 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARICIS Nunca amontone material cum del pp. Place loads over as many busses as pAsible. lagonal Coloque las cargas Sol"tanbus trusses Como sea posibl-;ZT-V�l • LATERAL RESTRAINT Bra&Q ro Position loads over load bearing walls.• a • Truss Willing flat &DIAGONAL BRACING Web Members Cciloque Las cargas sobre las paredes soportantes. 1 -:::0: t ARE VERY IMPORTANT ALTERATIONS • -ALTERAMNES • ft"for Clarity. 6 L RESTRICC16N A Refer to BM-BS Summary Sheet-Truss Damage,3obsibe Modifications A Installation Errors. LATERAL Y EL Vea el re!djmen BCSL-85 Dafios de tosses Modificackines en III Obra y Emores;de Instalad6n. ARRIOSTRE Do not cut,after,or drill any structural member of a buss unless DIAGONAL Bottom Chords (S) specifically permitted by the Truss Design Drawing. SON MUY No torte,altere o pe fare rflng(in mlembro estructural de los; IMPORTANTES! Diagonal Braces every 10 trusses,a mens que estd espedficamente permitido en el clitrujo buss spaces(20'max.) del dli;eRc,del buss. 10'-15'max.Same spacing as A Trusses;that have been overicaded during construction or altered without the Truss Manufacturer's bottom chord Lateral Restraint Some chord and web members prior approval may render the Truss Manufacturers limited warranty null and void. not shown for clarity. Trusses que se han sobrecargadc,durante[a construod6n o han side alterados sin una autorizaci6n 3)BOTTOM CHORD-CUERDA INFERIOR previa del Fabricaribe de Thisses,pueden reduchr o ellminar[a garantia del Fabricante de Trusses. NOTE:The'ThzIs Manufacturer and lines,DesJI rely an the prestanpflan that the contractor and crane operator[ff applicable)M Lateral Restraints=2.x4x12'or Professionals v the capability be undertake the work they have agreed to do an any given project.If the Contractor II it rem greater lapped over two trusses. mdsMnce in oa,,aspect of the construction project.it stmuld seek assistance from a=patent party The nethods,and P.®&- outlined In M document are Intended to ensure,that Una overact anistructlan tectI erI will Pta the trusses Iran Place S*MY These recommendations lb,trending,installing,restraning arm III busses are based upon tine conemw experience of teuBng Personnel twoNed with[rtes design,marmilacture and installation,but must dm to tne nawre of responsuatiles br4dved,be presented Bottom only as a GUIDE for use by a qualified Oulding Designer or CbnI It Is not intended tat these recamnendallcm be intnpreted as tichords superior to the MMhg Dadgaars design specification for handling,insialling,reslrandmJ and brddng arses and filtdoes rat predudeft use Bother eqtgyWmtmedodsfor resuWnkxoxacingarc pmvkrw4statjiq vads,CalunI floors,POA and an the Interrelated struclaral tudlinnii carnponwas,as determined by the Ciantr;actoc Thus,WTCA and TPI owessly ftdabn any rsamtsOrafty for damages arising ham the use,applicatan,a,rebuce an the recorarrendatkons and Wornation amtalned herch Diagonal Braces every IN 10 buss spaces(20'max) TRUSS PLATE INSTITUTE 6300 Enerplise Lam Y/I 53719 218 N.Lee st,St,-j12.Aloondint,VA 22314 Some chord and web members 608/2744849-wwwsbdrdustrycorn 703/683-1010-why0pinstarg max not shown for clarity. 81WAMLIxI7 20061113 I Egoism STEPDOWN HIP CORNER SET DETAIL .. .. . 000 •• •• • HIP GIRDER ':;ski (�) �6d (0.162"x3.5") TOE-NAILS *'o 0 0tk M)"f6d (0.162"x3.5") TOE-NAILS • •• • NATE: • •• } CJ5 0 ; ; $ ,TQS •; (� "x i+0) GUN NAILS MAY BE SUBSTITUTED IST :'LAC$ OF Spd TOE—NAILS UP TO THE MAXIMUM Y G� REACTIONff SHOWN BELOW. Q CJ3 \Q �P Y (2) NAILS: R=260# U=345# m c ,,, ,� Q •'• .' �Z=390# U=520# `w` . ..• . . • .. • ao + • • • • • • • • 0 •• • • • • • ••• •• � a U CJ1 W o *� CLo ORNER JACKS WEBS VARY a- 2'-0' 2'--0e 2'-0e 2'-0" _ NOTES: CJ1 CJ3 CJ5 1. DESIGN BASED ON SOUTHERN PINE LUMBER. HIP JACK 2. TRUSS TO BEARING CONNECTION BY OTHERS. TRUSS PLATES AND LUMBER AS SHOWN, OR PER w 3. WIND LOADING BASED ON ASCE 7-10 MEAN INDIVIDUAL TRUSS DESIGNS. 0 ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS-2005 END JACK "Alma"I=elm m=eta,NO=ON rmn mm Dow TC LL 20-30 PSF REF Trea.es regtdre extreme sax to tabriaaney,handnaj,ahtppby,yv,.�.and brnetad. Iteter to and fo 11GS!(Handiat Componeat tiatet7 lafarmatlea.by 7D1 ead 11TCA)!or ratety praoUen polos to perlermtn� . terve teaoticas. faatanera.e.n peetide temporary braahrs t�txst tlaleea noted otherldm.top chord TC DL 7-20 PSF DATE 3/21/12 aheD have p stteohed atrmtnrd p=ead bottom chord reari Lays n properly sttnnhed ae�..ns N aNee tbU job's � t�t�aeana m mat+tted per' BC DL — PSF DRWG STEPDOWN HIP "n0'0RUM- rt1>atrss COPY Of TIM DMI?70 D78UM710 CORTRWIM BC LL 10.00 PSF 1711 imian{Campaamt*Oronp tae.fII7 )ahan not be naeoadbU! dwLtloa from thb datldn, say fannre to bfrild U.fruw!n oeal'ormeaoe with 1PI,or fabrlaatley, dl ahfpph�,faaWlln/! brads of trarea. 7lpBe.Yt eamaeator plates are made of m/te/teaA p►,8/e/e.�emt Bees wade er/�o/eo TOT. LD. 37-55 PSF /0,e) stool 6ppty ptataa to each tansavoof ttr use,paafn= u shown as"sad on Mut Detans. fay thhe�b%m a dW�pn sham 7he7he mStnbeky aO°nd use at We�paanneat low Ire �bandfe=7 av yet m. »ems p:assn t see.a DUR. FAC. 1.25 a wwrlLwbelaami 7Ph wn►.tptnatonm;lf7'CA:nnrrbafodnstryooml ICG xnrSaesafs.ord SPACING 2-0-0 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. Urftsg;sp7tifle� Ql: g:lg"r's sealed design, apply 1x4 'T' brace, 80% Bot Chord 2x4 SP #2N or SPF #1/#2 or better, leAg* 9ofeweto,essms specles and SRB grade or better, attached Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. wllh 80 box Z(?.:13; x t,5'= nails at 6' o,c„ or continuous lateral bracing, e4uall� li1d d," fbr der"MIal valley webs greater than 7'-9', Attach each vane to ever supporting truss with, For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of y y PP g •v►eb, s%me �p eglq anWR$•grade or better, attached with Sd box 560# connection or with (1) ITWBCG HA4 .COd1iL x 62,Sa) halls 42 I oeor or HA2,5 connector or equivalent for • • • • • • 49 • • • ASCE 7-10 180 Mph, 30' Mean Height, Part, Enc, 0%Cp•C41ord49Qf %eiss �rpettf� valley set Must be braced with) Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 properly attached, rated sheathing applied prior to valley truss Or Installation, ASCE 7-10 160 Mph, 30' Mean Height, Part, Enc. •u'• • • •• 494940 •• Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 'PVrlU;ax r4; Q,c;epr bus otherwise specified on Engineer's sealed design, Fifa.• • • • e 49 • • 1BY Val;ey-tr;sgeg•lwsed*In lieu of purlln spacing as specified on Cut from 2x6 or Engineer's sealed design. larger as req'd I XXX Note that the purlln spacing for bracing the top chord of the truss 4-0-0 beneath the valley Is Measured along the slope of the top chord, 12 ++ Larger spans may be built as long as the vertical height does 12 Max, W2X4 not exceed 14'-0', W2X4 W2X4 Bottom chord May be square or pitched cut as shown I•----- 8-0-0 --i W4X4 W2X4 12 Valle 12 Max, I— 4X Spacing 11X3 6-0-0 WIX3 Pitched Cut CMax S acin ) Bottom Chord Square Cut Stubbed Valley Optional Hip 11X3 WIX3 W2X4 Valley Bottom Chord End Detail Joint Detail /Valley 16-0-0 W1X3 *� o m n T-usses 12 t 2 ' o, , 12 Max, � 4X4 W1X3 VOILLev Set. W1X36-0-0 1? L/ a 4 W1X3 CMax Spacing) W2X4 W1X3 W5X4/SPL W1X3 Sia Common TiNSSes I Partial Framing 20-0-0 (++) at 2 ' O.C. Plan Supporting trusses at 24' oz, Maximum spacing, saIKMRTWrn FLMNISISHsTTHISS DRAVDVD�gFML13V ALL TO&L MMNTRRTES ON AUMS DTD+ci.unING TK INSTALLERS, TC LL 30 30 40PSF REF VALLEY DETAIL Trusses require extreme carr In fabricating,handt4q,shyeping,ImstallInand bracing Refer to and TC DL 20 15 7 PSF DATE 2/16/12 Pat ow the to at eoTtlut eP BCS I Ciulldh9 Component Safety InPParnatlon,by TP 1 and VIM for;Pety Practices Prov'to performing these functions, Installers shall provide tenporary braey�per DCS1, Unless mated othwrwlsw,top shard shall have pproperly attached structural ahlick g and botten BC DL 10 10 10 PSF DRWG VAL180100212 chord shnG have a pproperly attached rfgkl coang locations shown for permanent lateral restraint of sobs ahnD have brfift Installed per DCSI sections 33,37 or DID,as apptkable. Apply plates to////TPO BC LL 0 0 0 PSF each face of truss and position as shorn above and on the Joint Details,unless noted otherwise, Building Components Group Inc. Refer to drortps ICDA-t for standard Plato pasitions, ,IDA Conoononto aro Inc shall not be re Iola for aerie davotbn Pron thM drarin�,any TOT, LD, 60 55 57PSF fatiure 4o bu0.d the truss In%nPermance with ANSI/T�or for hahftR,shlpift,installation bracing of trusses. A avol on this drawing or cover gape lhrt4fo this drawing Indkeiva'acceptance of professional s esrY+g rraparrolWlity solely far the design aT�own� rix aultaWty and use of the DUR,FAC,L2".33 1,15 1,15 drawing for any structure Is the responsbAty of the Dultdrq Deslrer per ANSI/TPI I Sec Earth City,MO 63046 For more Information err this.bb's general notes page end those web ahem SPACING 24,0' tTVSCGr rwwY=bcgcaml TPb www,pinst,orDl VTM wwvsbcIndustryargl ICCs wwwJwafe,org i F 1-ig 71% - up -ulld"M - uvmponents- Sa�1em Pii1e(�Specific Gsariln TV- HAMM �wr suppmm 1 teats ut wmrx #tS�f I]EAD _ disc �i�i�i i i iui7. i�t'�ic#oe- - .t.6 AHD26 11/2 18 19116 51/2 23/4 0.148'5(1.5` 8 0.162'x3-7 24 3350 3350 3350 3350 11025 1175 1280 IW. AHU28 11/2 18 19116 6112 2314 0148`x1.5' 12 0.162`x3.5' 24 35S 4095 4250 4375 1535 1765 1915 2061 880210 1112 18 19116 81/2 2314 0i485xi.5' i6 I 0162'x35' 24 3655 4200 4565 5605 2045 2350 2555 327[ AHU2G-2 3 18 37116 5112 2 314 0148-ar 8 0.162"x3.5' 24 3350 3350 3350 3350 1025 1175 1M 130` AHU284 3 18 3 7/16 51/2 2 314 0.1485G3D' 8 016253.5' 24 3655 4200 4375 4375 1535 1765 1915 2b61 AHMG-2 3 18 37116 51/2 23/4 0148'x3.0' 8 0.1621x35 24 3655 420Q 4555 5845 2045 2350 2555 3271 AHM3112 18 3 9116 5112 2 314 01485(1.0` 8 0162x3.5' 24 3350 3350 3350 3350 1025 1175 1280 13EE AH11,31)2 112 18 39116 51/2 234 01485x30' 8 0162 x35` 24 3655 4200 4375 4375 1535 1765 1915 2061 Al ma, 18 39116 51/2 2314 07485x�D" 8 0162'x15' 24 3&55 4200 4565 5845 2D45 235Q 2555 327( SOui#tgtt P'me(Oo Spwft HANG'!$DIh78kS34}H COMMON NM TYPE FAMHM at i GWR►E MMMM LOM ALLOWABLE UPKMD LOADS PRODUCT SUPPORTED PRODUCT BAR OyERA i OVERALL JDA- HEADER 1 aAB DDRATION FACM LOAD DDRIMGH FACTOR CODE HECvSSER MADG€ WM7g HEIGHT DEPIH CMy (m) Cbl SIZE afY Sim 111 1 1.15 125 1.6 1 1.15 1 1.25 1.6 AGUS26 1 i/2 12 1 5/8 5 7/16 41/4 0148"X15' 24 0162'x35' 30 4925 5035 5435 5035 Z7W Z= 270D 2700 AGUS28 11/2 12 1 518 615116 41/4 0.1485x15° 30 Q.16253.5' 40 6555 7410 7410 7410 3485 3485 34:85 3485 AGUM0 1 it? 12 1 518 815/16 4114 0148'X1.5' 3B 0.1625x35" 0 8210 8865 8865 8855 5Q35 5035 5035 5035 AGUS212 11/2 12 1 518 1015116 4114 0.148'x15 45 0.162505 60 9240 9240 9240 9240 6455 6475 6&75 6475 AIOS2G-2 3 12 31/8 57116 4114 0148`x-0` 24 0162` 5" 30 A.925 5M 5035 MW 2700 2700 2M ZM AGUS28-2 3 12 3118 615116 41/4 01485(30' 30 0Y62'i:l-5` 40 6555 7410 7410 7410 3485 3485 3485 3485 AGUMO-2 3 12 31/8 815116 4114 014B'x3D` 38 0.1621" 50 8210 8865 896 5035 5M 5M 5035 AGU521Z-2 3 12 3118 1015116 4114 0148'55311' 46 0-162"x3.' 6D 9Z40 9.240 92AM 9240 6455 6475 6475 6475 2T 3 12 37/16 5 71[6 41/4 01Aff�Q 24 W52'a5a 30 4925 5MS 5435 5035 Z70D 2700 27MM 2700 -21 3 Y2 3 7116 615(16 41/4 0148"x30` 3D 0.162"`.35' 40 655 7410 7410 7410 3685 3435 3485 3485 0-2T 3 12 37/16 815/16 4114 0168"5(3.0' 38 0162"x35' 50 8210 8855 8865 8855 5035 5035 5035 5035 AGUS2123F 3 12 37116 1015116 4 Y!40148513.0" 46 0.162'x5" 610) 9240 9240 9240 9240 4451 6475 6475 6475 ACUSES 3112 12 3 5/8 5 7fi5 41/4 01485x30" 24 016253.5a 3D 4925 50354 5033 5035 OW 2700 •WQ• AGUS48 31/2 - 12 3 5m 615116 41/4 0.148':630' 31) 0.1625x35` 40 6055 7410 •1+1.10 7410 MN 3485 3456 3485 AG0S41Q 31/2 12 353 815116 4114 01485xlw 38 1 0.16253.5` 50 8210 8865 MM 8865 fh5 5035 eW39 m5935 AGUSC2 31/2 12 3 5/8 1015116 41/4 01485x30' 46 01625x3.5` 60 9240 9240 •9� 9240 6465 6&75 6&75 AGUSZfi 3 41PL 12 4518 57116 41/4 01485(10` .2-4 01625(3'x` 30 4gL5 5035 •9fIE9 115 0 2701 2700 270D AGUS20-3 4112 12 4 518 615/ffi 4114 0148'x3-0" 30 0.1625x3-5' 40 6565 7410 •PM(P 7410• 3485 3485 3485 AMMM 3 4112 12 4 518 815(16 4114 01485x3D' 38 QI625x3b" 50 8210 8865 9mp 8865 5035 5035 ABUSZ12 3 41/2 12 45/8 1015116 4114 01485x3.0' 46 0.1625x3.5" 60 9240 9240 •9" 9240 94M 6475 AGUS26.3T 41/2 12 5 57116 4114 01485x30' 24 0162535` 30 4925 5035 • 5035 ZRID 2700 27M 270Q Al 3 T 41/2 12 5 6 1511 4114 0148530" 0 1625x35" 40 6565 7410 7410 7410• 3485 3485 AGUSM&W 41/2 12 5 815116 4114 01485•.30' 38 01625',35" 50 8210 8865 8865• 5035 5035 5035 AGUS21237 412 12 5 1015116 41/4 D-140-AW 46 0162X15' 60 9240 9240 •9E'40 92Al 6475 6475 X6475 4' z$ 10dx1-112 tdab-.;xe0-141`s 1Qd�Fc non Haffs me 0_14ir x 3r 1 IGd CoF mmn Naffs are 0-162 x 3-5= EV j§�0N REPOT� eo `• BCG vON-5 FI`s sUG-160N HA.='4��WARE s t � � t °}' ACUSn-3r PIRZ PAcFarIED FOR, AHU26 w �` FLORIDA PR€sFDU`-'Ti P iU VAL 140 s 9 s doYaSepte�� 9, 9 s Br. Smart L Lsa PY_FL:=A59ZT j iso.$ OF CCHMILMM I,-ow _�`� }fie pmd-�S loco}FI d-a�5 F FaY--bearl W.4-Mad In a=die€ce wig,'_mac PAEMS c' y,r-L 338" mqur.,' gum 131--um F-b.ra'S C&A&w_C.W--and ibund ba be w mrVlarffms w€tti file "' 278 1£�rsrs"z tdaru gyri t'xrri-whasa h-rarxsmmYl�tr�v�fiF-111m n'Tsr73