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RC-16-3197 Miami Shores Village - T Building Department JUN 14 2017 �-�•r 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 S F BC 20" BUILDING Master Permit No.RC1 1-16-3197 PERMIT APPLICATION Sub Permit No. F—IBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑■ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10804 NW 2 AVE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-002-0140 Is the Building Historically Designated:Yes NO NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ANGELA HEMNAO Phone#: Address: 10804 NW 2 AVE City: MIAMI SHORES State: FL Zip; 33168 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: MCI CONTRACTORS INC Phone#: 305-897-6328 Address: 11820 MIRAMAR PKWY SUITE 216 City: MIRAMARstate: FL Zip; 33025 Qualifier Name: MELQUICEDEC VIVEROS Phone#: 786-251-2978 State Certification or Registration M CGC1516249 Certificate 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 ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of work: SHOP DRAWINGS FOR ROOF TRUSS PACKAGE Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ p, TOTAL FEE NOW DUE$ L 1 Co (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 ATTO EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value aceed, g$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broc re w I be delivered to the person whose property is subject to attachment. o,a certified copy of the recorded notice of commencement ust be posted at the job site for the first inspection which occurs se n 7) days after the building permit is issued. In the abs nc of such posted notice, the inspection will of be apand a r ' ection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this G day of "Q 20 �� by �,, ll� day of � — 20a, by l0. W�g0 wh s personally kno n to &,NgVICAdJ-c. �A"Ii who i personally kn n 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 PUB HRISTOPHER COX COMMISSION#GG011522 E*PIRES July 13,2020 FiciddallotaryServioa.com Sign: Sign: Print: Print: is^O? J"r CHRISTORWR COX Seal: ': '= Seal: '' MY COMMISSION#GG011522 _ ERPIRES July 13.2020 '(407)39"153 FwWhiotaryService.com ************************************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RC-1116-3197 - Terra-Tech Consultants, Inc. .1rwixmffoff"Corm6rft-1 urm6tiam-C l`ftb%-bupoc;oa•co mMat=ia6 r •stxuctuxcs- FIELD DENSITY TESTREPORT CLIENT: MC1.CONTRACTGIRS DATE: April 11,2017 11820 Miramar 1'arkyvuy,Suite 216 JOB: 17-0A56 Mimmar,Florida 33025' P90JECI;j4 'I a ADD)TI0N PR'( EC7 !,,gcATtt)N; 10804 NW 2nd AVE NUE,MIAMI,Fl, PROCTOR DATA Frocttor VC9CRIPTION No. "DENSITY,' 17053 FINE BEIGE SAND 104.9 10.2 REQUIRED C►MPAiCTI6N 95°r, TEST AEPTH°f�t �RATIOr INCt�E ' t2" FIELD DENSITY TEST RESULTS -Test I'roc:: - TESTLOCATION LIFT " DRY (°Ip) �°7o)e RESULTS No, No No. DENSITY KOIST« .CCIMP: _ . _ 1 171153 EASTAREA BUILDING SLAB final 103.5 104 44.7 PASS 2 17053 WFSTAREABUILDING SLAB Final 104.6 9.4 49.7 PASS 3 17053' CENTIM AREA BUILDING SLAB Final 104.2 8.7 .49.3 PASS t t r i Commnets: Respectfully Submitted TERRA TECH CONSULTANTS,INC 'r� � ltafxttl F 17uxc Seds E Professional Engineer No.39238 State grFlorxdii i 12385 SW 129th CL Unit'#7,Miami,FL 33186-(3()la)2562'613 4035 S.W. 98 Avenue, Miami Florida 33165 � R0. Box 650213/Miami Florida 33165-021 N W !14889 Tel; (305)5112-0141./ 1-8010 782-Q284 FAX(305)227-1797 WEB PAGE: ,rivww.alwflex.00m / -Mail: al-flex@bellsouth,net: Partial Traatmeint'Notice Project Mame: Property Address: /o A)-,fit/ Lot Block Model: °-A - FL Service order by: 7y) 0,1 - CEJ fey Perinit : Datw: Time: Applicator; r r Product Used ? t to 4-1 Chemical Used: t (active ingredient) Number of Gallons applied : 3 Percent Concentration:_ <0 Area Treated : `�G-) tamp: Linear feet Treated , Stage of Treatment: . HorizontaUinterior Vertical 1.4j This is not valld'without a company seal 1. 1 The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2 Upon completion of this treatment and payment of any balance,due;,under this,contract,Al-Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited Warranty is in full force and effect. 'The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or constrtict'sori draw purposes< only. The perimeter.of the above structure must be treated at final&ade accordance with pesticide label and Florida Statue.Warranty and treatment certification will be issued upon completion of final treatment This form should not be accepted as proof of complete treatment for Certificate'of Occupancy'or Closing. NOTICE TO'BUILDER: t is the>responsibility of the builder to notify AL"-Flex Exterminators should treatment be required far patios,. driveways and entryways.AI-Flex Exterminators must be notified at final grade of structure so final treatment can be°completed warranty_issued,and required_paperwork for closing submitter!. THIS IS NOT A PROOF OF WARRANTY J 71316 t t { Tet Tec6 'Consultants, Inc. -rrmltinmen A C.,amill mft•r&vtdatiorsa%Geotechnical Teating•ina •C.onstrtixtion Makrja6 Tasting•sbvd ra SOIL LABORATORY TEST REPORT CLIENT MCI CONTRACTORS DATE:,04/11/17 PROJECT NAME: ADDITION JOB: 17.0456 PROJECT LOCATION: 10804 Nw2naAVENUE.MIAMI,FL PO#: N/A TESTED BY: DM SOIL DESCRIPTION: FINE BEIGE SAND SAMPLE LOCATION: ON SITE DATE TESTED: 4/11117 _�� PARTICLE�S1�E a�NALY'SI�AS�ITM�-4�22 SIEVE5I4 3" _ ?u 2n �__ I ", � — is..— � 21, _ '�z" 318": %P4MNd< SE _ .920 �' #?t0 060 . `#",#80 , � _. � ��0(3 - oav Soil Class. %�PASSINIs'J - - = - _ NIA I NIA j t , N10ISTUR,i f 6 E--W6—ITTi kEL&kFNSi-11P(PFtC► O t} 0.ST1 d-'1 57 MAXIMUM 00 T STSPECIMCAWN OPTIMUM MOISTURE DENSITY(PC* LBR VALUE ORGANIC% ASTM D-1557 10.2')/4 104'.9 MOISTURE/DENSITY CURVE 105.5 105.0 -7 , u 104.5 104:0 . 103.5 -4 z 103.0 v .h l I Ill 102 .5 I 102.0 _. e Re0ecif6lly ubmitted ° 101.5 - ►_ :Tera Tech�6pii tants, Inc. 101.0 4.0 6.0 8.0 10.0 12.0 .14.0 MOISTURE CONTENT% Rafael E. Dorz S6ds, RE -Pkgfess-idh lµErtgineor too: 39228 :Sits F16"iga ------ .'._ 123$5 SW 129th Ct,Miami,FL 33186 (305)256-263,3_','_,-, - .4. Royal Truss Manufacturing ECE,IVI 5075 NW,79th Ave. Doral, FL 33166 JUN "14 217 ®yet Truss Tel: (305) Fax: (30 ) - .0 Site InJ'rniation. Project OustomerANGELA HENAO PYSite Address:10804 NW 2 AVE. MIAMI SHORES St: FL. General Truss Engineerings Criteria'&.Design Loads (individual Truss Design Drawings Show Special Loading Conditions); Design Code: FBC2014/712007 Design Program: 7.63 Jul 0 2015 Roof Load: 55.0 psf Floor Load: N/A 3 Wind Code: wind Speed: 175 mph . Thispackage includes 44' individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, l hereby certify that I am the Truss Design Engineer and this index sheet conforms to.61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. '• t No. Date Truss ID# Seas# No. Date Truss`ID# $eaI# •••• g 1 05/13/17 Cd3 A0041956 •. •••••• ••••..�� 24' 05/13/17 :T11 A0041979 • • .• •.. ., 2 05/13/17 CJ6 A0041957 ' 25 05/13!17 T12 •• • •••• • =; A0041980 • • • .F i 3 05/13/17 . GRI . A0041958 26 05/13/17 •••:•• •• • T13 A0041981 05/13/17 GR2 A0041959 27 05/13/17 T2 A0041982 •a•• 5 05/13/17 GR3 A0041960 28 05/13/17 T3' A0041983 •••••• i••••• ••• • 6 05/13/17 H1 • ' = A0.041961 29 05/13/17 T4 A0041984 •••••• • • •• • • • • • • 7 05/13/17- H2 A0041962 30 05/13/17 T.4A A0041985 •• •• •• •• ••• •W y 8 05/13/17 -H3 A6041963 •••••• • • •.1. 31 05!13117 T46 A0041986 • • • • • • • • ••••r�i 9 05/13/17 H4 A0041964 1 32. 05/131I7T5 A0041987 •••••• �' I O 05/13/17 HH1. A0041965' 33 05/13/17 T6 L A0041988 •••• i •• • i••• 11 05/13/17 HH2 A0641906 • • `J 34 05/13/17 T7 A0041989 •• 12 1 05/13/17 HH3 A0041967 35 05/13/17 1 78 1 A0041990 13 05/13/17 HH4 Ao041968 L 36 05/13/17 T9 qp 9.' I4 05/13/17HH5 A0041969 37 05/13/17 V1 A014 9 ' LTUF�/'1� l;Vr 15 05/13/17 HH6 A00419T0 38 05/13/17 V2 w 16 05l13/17 Ji A004.1971 39 05/13/17 V3 A 41 9 dV � 17 05113/17 J2. A6041972 40 05/13/17 V4 A DA7 18 05/13/17 J3 A00419.3 41 05/13/17 V5 A0041996 �` U' i 19 05/13/17 AA A0041974 42 05/I3/17 V6 A0041997 ; 20 05/13/17 J5 A0041976 43 05/13/17 V7 A0041998 y 21 05/13/17 M1 A0041.976 44 05!13/17 V7A A0041999 22 05/13/17 T1, A0041977 ```��lttllll//lll'k { 23 05/13/17 T10 A0041978 `� T I NFZ F���� �� .••'•••. Q -►'e truss drawing(s) referenced above have been prepared by MiTek ��.•'•GEN � s •'• '9� ' !'dlustries, Inc. under my direct supervision based on the parameters \ 9 •'••GZ ``'gvided by Royal Truss Manufacturing, - _ - -__ * - •uss Design Engineer's Name: Orlando M. Fortun, P. o �° % ; _ .- PE#22249, EB# 00055 2 . � ;• �?` _ -` ;. • tom. ,. I? yS' ATE: The seal on these drawings indicate acceptance of = _ )fessional engineering responsibilty for the truss 711�Ad31 kti�"� mponents shown. I.'r /°�a•�aa� r�x�t� }a�aaow Page 1 of 1 ❑ ; Job Truss Truss Type Qty Ply A0041956 4-19-17 CJ3 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:10 2017 Page 1 ib:NZYgltnTcjslAhFUNnGWllzHCiU-juPkhO?ZCrwbB?7ELc9pNF6CggcY 03Pt_ZLFKzGtWN , -2-9-15 3-0-11 2-9-15 3-0-11 Scale=1:11.7 4 5 2.83 12 3x4 c 3 10 9 T1 5x6: 61 2 1 8 3x5= 2x4 11 7 6 3-0-11 3-0-11 Plate Offsets(X,Y)-- [2:0-5-4,Edge],[3:0-4-3,Edge] [4:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L�/11• : PLATO$• GRIP •• TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) -0.00 3 >999 24Q0 40 MT2Q.' ; 244418G•:0, TCDL 15.0 Lumber DOL 1.33 BC 0.04 Vert( TL) -0.00 3-6 >999 1$Q�; • BCLL- 0.0 Rep Stress Incr NO" WB 0.00 Horz(TL) -0.00 4 n/a n/a •••• BCDL 10.0 Code FBC2014ITP12007 (Matrix) .• • Weigtll•1%ab IN=0%• LUMBER- BRACING- •••••• • • ••:•.••. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathiog directly apprled�or 3-0-14 es•• BOT CHORD. 2x4 SP No.2 purlins • . �....� . 4 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlt applieg or 10-9-0 or�bracing.�• „'• OTHERS 2x4 SP No.2 MiTek recommentls thatStabiliz equired f cross bracing be MjtpRed'during Jryjjs erection,pf•••• accordance with Stabilizer Installation• gide. • I REACTIONS. (Ib/size) 3=476/0-11-5 (min.0-1-8),7=-32/Mechanical,4=-112/Mechanical,6=46/Mechanical, .1 E 8=0/0-1-8 (min.0-1-8) Max Horz 3=89(LC 5) Max Uplift3=-529(LC 4),.7=-112(LC 3),4=-112(LC 1) E Max GraV3=476(LC 1),4=204(LC 4),6=156(LC 3) r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-10-6 to 0-4-0, Interior(1)0-4-0 to3-0-11; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3)Plates checked for a plus or`minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)8. 7)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. I ■ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 529 Ib uplift at joint 3, 112 Ib uplift at joint 7 and 112 Ib uplift at joint 4. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this,truss. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall n . 11)In,the LOAD CASE(S)section, loads applied to the face of the truss are noted as fr ck�B . l LOAD CASE(S) Standard ; ezm=FA Continued on page 2 FE 22�4CA 99 713®9SU 39t�1�� �i 21 '91,�tt�31©A�33b5 TEL-(M 262.0$- PA*(301252.2oN MAY 12 2017 Job Truss Truss Type Qty Ply 4-19=17 CJ3 ROOF TRUSS 1 1 A0041956 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:10 2017 Page 2 ID:NZYgltnTcjslAhFUNnGW11zHCiU-juPkhO?ZCrwb8?7ELc9pNF6CggcY_D3Pt_ZLFKzGtWN.. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform.Loads(plf) Vert: 1-2=-30,2-10=-90 Trapezoidal Loads(plf) Vert: 10=0(F=45, B=45)-to-5=-69(F=11, B=11),3=-2(F=9, B=9)-to-6=-14(F=3, B=3) r • • • • i • •. I 3 �y f(� i . i { , 3 5 ' ry +. 3 .S �j whfift. m imps OW,M e #A 7119 9�t 39th��; �hi,�ti,FLl�iIDA33b5 - . i�i.•!3�)eb2.s�3a5• PAX•l:Pia)Ti93-d®19 MAY 1-22017 I Job Truss Truss Type Qty Ply A0041957 4=19-17 CJ6 MONO TRUSS 8 1 Job Reference(optional) t 7.630 s Jul 9 2015 MiTek Industries,Inca Sat May 13 16:09:10 2017 Page 1' ID:NZYg1tnTcjslAhFUNnGW11zHCiU-juPkhO?ZCnvbB?7ELc9pNF6Cigak DEPt_ZLFKzGtWN -2-9-15 4-0-14 6-11-6 7-p-14 2-9-15 4-0-14 2-10-8 0.1-8 Scale=1:19.1 2x4 11 5 6 2.83 F12 3x4; 4 12 W3 T1 W1 11 3 5x6 B1 al 2 1 10 98 3x5= 2x4 II 3x4=7 Q-2i2 4-0-14 6-11-6 7-p-14 -2- 4-0-14 2-10 B 0-1-8 Plate Offsets(X,Y)-- [2:0-5-4,Edge),[3:0-2-8,Edge) see* LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Utl•• : PLA•L6S• GRIP • TCLL 30.0 . Plate Grip DOL 1.33 TC 0.60 Vert(LL) -0.01 3-9 >999 24Q.... MT2Q•• ; 244/J1 Q•; TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(TL) -0.02 3-9 >999 180 • BCLL 0.0 Rep Stress Ihcr NO WB 0.05 H6rz(TL) 0'.00 8 n/a ri/a• ' :.•.'.: BCDL 10.0 Code FBC2014/TP12007 (Matrix) •"' • WeUi�.,Jjb F•f=0% LUMBER- BRACING- •••••• • • •• •.• . TOR CHORD 2x4 SP M 30 TOP CHORD Structural wood shoatRiag directly apprie4or 6-0-G o¢.•• BOT CHORD 2x4 SP No.2 purlins. •••••• �'" WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direct!=applied or 10-0-O o ibracing., • OTHERS 2x4 SP No.2 MiTek recommengs thatStabilizCr%1^8Tequire; cross bracing be ivistatle&during truss erection,err••• - accordance with Stabilizer Installrariiora ulde. REACTIONS. (Ib/size) 3=546/0-8-0 (min.0-1-8),8=380/0-3-8 (min.0-1-8), 10=-0/0-1-8 (min.0-1-8) Max Horz 3=186(LC 5) Max Uplift3=-404(LC 4),8=-386(LC 5) Max Grav3=546(LC 1),8=380(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' TOP CHORD 3-12=-358/161,4-12=-335/166 BOT CHORD 3-9=-287/296,8-9=-287/296 WEBS 4-8=-315/306,5-8=-225/298 f NOTES- I 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. 11; ; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-10-6 to 0-4-0, Interior(1)0-4-0 to 7-0-14; Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate atjoint(s) 10. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 Ib uplift at joint 3 and 386 Ib uplift at joint 8. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). i LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33, Plate Increase=1.33 orgy i dt ffa qlr m Uniform Loads(plf) V Vert: 1-2=-30,2-11=-90 MaTwa emc4m FA Continued on page 2 � � 1120 Silt 3%h 7ETW2 HAMI,FLMID03135 TEL-(32)262.622a FAx- MAY 12 2017 i Job i Truss Truss Type Qty ply A0041957I' ' 4-19-17 CJ6 MONO TRUSS g 1 Job Reference(optional) } 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:10 2017 Page 2 ID:NZYgltnTcjslAhFUNnGWllzHCiU-juPkhO?ZCrwb8?7ELc9pNF6Cigak DEPt_ZLFKzGtWN . LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:3=-2(F=9, B=9)-to-7=-35(F=-8, B=-8), 11=0(F=45, B=45)-to-5=-153(F=-32, B=-32), 5=-93(F=-32,B=-32)-to-6=-99(F=-35, B=-35) ' . . 0000 ...•••. .. 0..000 •. • so 6006 • .. ._ 0000.0.0 .. ._• • _..:.... 00.0'0• 0••• • . • 0000 • ••••0 00.00• • 0• • 60• 0 • • • • •• •• 00 00 •00'•'0• 0000•• • • :90:0: • • • • • • • 000000 f •00000 • • • • • • • • •0000• *00 • • 0 i d • MftTwa ew=FA CA/9 Y#.IX Pt. Md-13 AMR 7170 9�t 39t)1��!z" Kie�tl,FLG131D�33b5 - TEL-(Wv)262.6315• FAX-(30252-ZeM MAY 12 2017 Job Truss Truss Type Qty Ply A0041958 4-19-17 GR1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:10 2017 Page 1 ID:NZYgltnTcjslAhFUNnGWllzHCiU-juPkhO?ZCrwb8?7ELc9pNF697gWc CdPt_ZLFKzGtWN 2-0-0 5-0-0 8 1-0 13-1-0 15-1-0 2-0-0 5-0-0 3-1-0 5-0-0 2-0-0 Scale=1:28.5 4x8 = 4x4= 4.00 12 3 4 T2 910 0, .. 2 1 T1 5 61 6 Io 1 8 7 3x10 2x4 II 3x4= 3x10 5-0-0 8-1-013-1-0 5-0-0 3 1-0 5-0-0 Plate Offsets(X,Y)-- [2:0-3-6,0-1-8],[3:0-5-4,0-2-0],[5:0-3-6,0-1-8] •••• • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d•• ; PLATES•• GRIP •• TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.07 7-8 >999 24p,,• MT2%•6 ; 244/'x,„• TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(TL) -0.15 7-8 >999 180 • BCLL 0.0 Rep Stress lhcr NO WB 0.09 Horz(TL) 0:03 5 n/a At ..•.•• BCDL 10.0 Code FBC2014/TP12007 (Matrix) .”: . Wei4lit-Mlb Ft=0%� LUMBER- BRACING- •••••. • • •.:..� . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaAgAirectly applied or 3-6-9.oa9•• BOT CHORD 2x6 SYP No.2 purlins. **too* • • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlyoappifeci or 6-1�5 ocpracing.••• MiTek recommend;that�StabilizeVgr"r2quired� cross bracing be installed during truss erection,in••• accordance with Stabilizer Installation uMe. • ''d REACTIONS. (Ib/size) 2=1315/0-8-0 (min.0-1-9),5=1315/0-8-0 (min.0-1-9) Y Max Horz 2=-75(LC 5) .i Max Uplift2=-1027(LC 4),5=-1027(LC 5) r FORCES. (lb)-Max.Comp:/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-2443/1456,3-9=-2365/1469,3-4=-2253/1432,4-10=-2351/1457, 5-10=-2430/1443 BOT CHORD 2-8=-1203/2233,7-8=-1223/2267,5-7=-1266/2220 WEBS 3-8=-226/402,4-7=-165/435 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. ll; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 15-1-9; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1027 Ib uplift at joint 2 and 1027 Ib uplift at joint 5. 7)Girder carries hip end with 5-0-0 end setback. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the 19 511d' 9)Hariger(s)or other connection device(s)shall be provided sufficient to support con (s) Jq 257 Ib up at 8-1-0,and 321 Ib down and 257 Ib up at 5-0-0 on bottom chord. The a set 0 ug. IMMM connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as fr (F ck A. Mum a ��. 6%RLk�%%g%tydard PIE Z4443 •44 CASH 1229 91 391]1]EWAQ1:NAM€LOM3365 TEL-00 262.6225• PAX•(302b2-2014 MAY 12 2017 Job Truss Truss Type Qty ply A0041958� : 4-19-17 GRI ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:10 2017 Page 2 ID:NZYg1tnTcjs1AhFUNnGW11zHCiU juPkhO?ZCrwb8?7ELc9pNF697gWc_CdPt_ZLFKzGtWN LOAD CASE(S) Standard 1) Dead+Roof Live(balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=-90,3-4=-143(F=-52),4-6=-90,2-8=-20,7-8=-32(F=-12),5-7=-20 Concentrated Loads(lb) Vert:8=-321(F)7=-321(F) I . I i _ • •• •C; •• •• 000000 • t 5 , A �33 4 i _ 7 I ^ •i •—,61 ((13++tN���ppIlpq�1/pp, bq f!�13q Li �n®s�34t�,���>i11�,11,Ft.�IpA•33� _ IEt•fes)262.622D, W-(303262•;014 :. MAY 12 2017 Job Truss Truss Type Qty Ply 4-19-17 GR2 ROOF TRUSS 1 1 A004195b Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:11 2017 Page 1. I D:NZYg 1 tnTcjslAhFUNnGW11 zHCiU-B5z6vkOBz92Sm9iRvJg2wTfKs4pYjd5Y6eJvnmzGtWM 2-0-0 5-0-0 8-11-0 12-10-0 17-10-0 19-10 0 2-0-0 5-0-0 3 11-0 311-0 5-0-0 2-0-0 i Scale=1:36.4 4x8= 4.00F1_2 2x4 II 4x8 3 4 5 2 12 13 6 77 0 N C) 7I 0 3x10 11 10 9 8 3x10 2x4 11 3x8= 2x4 11 6x6= 5-0-0 6-11-0 12-10-0 17-10-0 5-0-0 3-11-0 311-0 5-0-0 i Plate Offsets(X,Y)-- [2:0-3-6 0-1-8] [3:0-5-12 0-2-0] [5:0-5-12 0-2-0] [60-3-6 0-1-8] •••• f • • ;� I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L7C6 ; PLATrES•• GRIP •' TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) =0.18 9 >999 2,"..,,. MT2I,L.' ; 244/1gq�;, TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(TL) -0.40 9 >514 1$9. • ". •. E LL 00 Rep Stress Incr NO.... WB 0.21 Horc(TC) 0:07 6 n/a n :••••• BCDL 10.0 Code FBC2014/TP12007 (Matrix) WeilViA ib 4=0%0:. 3 LUMBER- BRACING- •�•��• • • 00000. ° TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheo0ir lirectly appiie4 or 2-3-2pao••• BOT CHORD 2x6 SYP No.2 purlins. • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlyeapplielor 5-8Q oc bjacing. MiTek recommends that�Stabilize:!? quire4 I cross bracing be iRstalledtluring"ss;eriction, io•••• Installation uide. REACTIONS. (Ib/size) 2=1729/0-8-0 (min.0-2-1),6=1729/0-8-0 (min.0-2-1) accordance with Stabilizer Max Horz 2=-75(LC 5) Max Uplift2=-1215(LC 4),6=-1215(LC 5) FORCES. (lb)-Max. Comp./Max.Ten._All forces 250(lb)or less except when shown. ; a TOP CHORD 2-12=-3697/2080,3-12=-3619/2093,3-4=-4277/2509,4-5=-4277/2509, 5-13=-3619/2092,6-13=-3697/2078 BOT CHORD 2-11=-1796/3418, 10-11=-1810/3454;9-10=-1810/3454,8-9=-1884/3454, i 6-8=-1869/3418. 1 WEBS 3-11=-164/422, -9=-647/974,4-9=-610/510,5-9=-644/974,5-8=-163/422 `; NOTES- 1 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;Cat. 11; j Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 19-10-9; Lumber DOL=1.60 plate grip - DOL=1.60 3)Provide adequate drainage to prevent water ponding. ! 4)Plates checked for a plus or minus 0 degree rotation about its center. -5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Prdvide mechanical connection(by others)of truss to bearing plate capable of withstanding 1215 Ib uplift at joint 2 and 1215 Ib uplift at joint 6. 7)Girder carries hip end with 5-0-0 end setback. , 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the an 9)Hanger(s)or other connection device(s)shall be provided sufficient to support cor oe ed 231 Ib up at 12-10-0, and 321 Ib down and 231 lb up at 5-0-0 on bottom chord. I ie s' ction of sw���� connection device(s)is the responsibility of others. �1 ad f< 10)In'the LOAD CASE(S)section, loads applied to the face of the truss are noted as fr ( 0 ck(B). ML t'8TRMN1. !_ andard �° 72-4-45r' 7120-V 33t]1TERM`MIAMI,FLDp{DA no L-(30)262 6225• FAX-(:0)2b2.2o44 MAY 12 200 Job I Truss Truss Type Qty Ply A0041959 ` 4-19-17 GR2 ROOF TRUSS 1 1 Job Reference o tional 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:112017 Page 2 j D:NZYg 1 tnTcjs1AhFUNnG W 11 zHCiU-B5z64kOBz92Sm9iRvJg2wTfKs4pYjd5Y6eJvnmzGtWM LOAD CASE(S) Standard 1)Dead+Roof Live(balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform.Loads(plf) I Vert: 1-3=-90,3-5=-143(F=-52),5-7=-90,2-11=-20,8-11=-32(F=-12),6-8=-20 Concentrated Loads(lb) Vert: 11=-321(F)'8=-321(F) h 0 • •••,i•• • • . • • • • • • •000.0 . • . • •.•..• caw,it eam PA f I r { E _ CML/STRap� 1270 5913% 1ETUGE MAH,RCD IDA 331% Tit•l3�5)262 s�339• PA3C•l3�t i52.3r514 MAY 12 2097 i Job Truss Truss Type Qty Ply 4-19-17 GR3 ROOF TRUSS A0041960 Job Reference(optional) 7.630 s Jul.9 2015 MiTek Industries,Inc. Sat May 13 16:09:11 2017 Page 1 ID:NZYg l tnTcjslAhFUNnGW l l zHCiU-B5z6vkOBz92Sm9iRvJg2wTfKs4tEjfzY6eJvnmzGtWM 4-5-0 5-10-0 10-10.0 12-10 0 4-`r0 1-5-0 5-0-0 2-0-0 Scale=1:21.3 44= 4.00 17 2 3 8 T2 T1 1. 1 2 1 9 N. T3 4 B1 5 10 7 6 4x5% 2x4 11 3x4= 4x6 4-5-0 5-10-0 10.10 0 4-5-0 1-5-0 .5-0-0 Plate Offsets(X,Y)-- [1:0-0-11.0-1-8], [2:0-5-4 0-2-01 r4:0-5-14,0-1-101 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATESm••• GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) -0.04 7 >999 240• • MT20•....244/199... TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(TL) -0.08 6 >999 180•..• ; • s j BCLL 0.0 Rep Stress"ince NO WB 0.09 H6rz(TL) 0.02 4 n/a n/a00„0• •• • j BCDL 10.0 Code FBC2014ITP12007 (Matrix) •• •Weight:52 Ib FT ��/•:• • LUMBER- BRACING- 000000 :000:0 �••••� .'= P TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathfttJtRrectly applied or 4-0-2 ac.... . . ; BOT CHORD.2x6 SYP No.2 purlins. 000000 0 • 0. •0 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly app%Aor 7-3 -6'brpf3�g. 0.0�.•0 MiTek recommends•tlii*Ctabilizers anderequired 0 cross bracing be inslallea dLring tnyss erection,ins 0 00 0, accordance with St9hilizeLlristallattAIgbirde. REACTIONS. (Ib/size) 1=898/0-8-0 (min.0-1-8),4=1126/0-8-0 (min.0-1-8) . 0 . • •t . . _? Max Horz 1=-117(LC 5) " • ••• 0 , . Max Uplift1=-653(LC 4),4=-938(LC 5) • ri. •0 FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-1876/1304,2-8=-1776/1311,2-3=-1711/1261,3-9=-1783/1272, 4-9=-1863/1258 BOT CHORD 1-7=-1120/1672,6-7=-1146/1709,4-6=-1088/1684 WEBS 2-7=-335/407,3-6=-218/392 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. 11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0, 1nterior(1)3-4-0 to 12-10-9; Lumber DOL=1.60 plate grip DOL=1.60 _ 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 653 Ib uplift at joint 1 and 938 Ib uplift at joint 4. 7)Girder carries hip end with 5-0-0 right side setback,4-5-0 left side setback,and 5-0-0 end setback. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the '9)Hanger(s)or other connection device(s)shall be provided sufficient to support cone (s 1 downand 276 Ib up at 5-10-0,and 283 Ib down and 243 Ib up at 4-5-0 on bottom chord. Th /s ti ��. IrI MM _ connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section, loads applied to the face of the truss are noted as fr (F ck(B). T g+`'� FA &9ARuJt%%g%taTdard i in®s���,��;��ftl�li,FID�t(13A 3315 • -TEL-W)262.624- FA*('J0W 2Q-_20_4 MAY 12 2017 Job Truss Truss Type Qty ply A0041960 4-19-17 GR3 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul.9 2015 MiTek Industries,Inc. Sat May 13 16:09:112017 Page 2' I D:NZYg 1 tnTcjslAhFUNn GW11 zHCiU-B5z6vkO8z92Sm9iRvJg2wTfKs4tEjfzY6eJvnmzGtWM LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=-90,2-3=-143(F=-52),3-5=-90, 1-7=-20,6-7=-32(F=-12),4-6=-20 Concentrated Loads(lb) Vert:7=-283(F)6=-321(F) i i Iw eam FA Ftz-4-i'3 -acme 1220 Of 39th Il»;`u 4' 1E MIMI,FLMD, 33155 U-(W 262.6225' FAX-(*0 20-2(134 MAY 12 2017 Job Truss Truss Type Qty Ply A0041961 4-19-17 H1 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries;Inc. Sat May 13 16:09:112017 Page 1 ID:NZYgltnTcjslAhFUNnGWllzHCiU-B5z6vkOBz92Sm9iRvJg2wTfJA4p4jgTY6eJvnmzGtWM ,. L -2-0-07-0-0 10-10-0 17-10-0 19-10-0 2-a0 7-0-0 3-10-0 7-0-0 Scale=1:36.4 4x8= 4x4 4.00F1_2 3 4 C9. 2 5 10 11 N, 01 ED s Io 8 3x5= 9 3x4= 7 3x5= 3x4= 2x4 11 7-0-017-10-0 17-10-0 I 7-0-0 .3-10-0 7-0-0 Plate Offsets(X,Y)-- [2:0-2-7,Edge],[3:0=5-4,0-2-0],[5:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl Ud PLATES• • GRIP TCLL 30.0 Plate Grip DOL 1.33. TC 0.87 Vert(LL) -0.08 2-9 >999 240• • MT20• ,244/190- , TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(TL) -0.25 2-9 >839 180• • • �' •••"• BCLL" 0.0 Rep-Stress Incr . .... WB '0.05 Hdrz(TL) 0.06 5 n/a n/a ' "•• BCDL 10.0 Code FBC2014/TPI2007 (Matrix) "';••Weight:OM lb FTs 4wo 0• ; LUMBER- BRACING- *got . •• •••. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheat�li V 4rtctly a*fle&•• • BOT CHORD.2x4 SP No.2 BOT CHORD Rigid ceiling directly apV4Pd qr 7-8-11 oc bracing. •';' WEBS 2x4 SP No.2 MiTek recommends tb •%Sbilizers%Vrequired O cross bracing be inqj�jl�gd�ring truss erection, in** • accordance with Stabilizer klstallabon gtide. • REACTIONS. (Ib/size) 2=1158/0-8-0 (min.0-1-8),5=1158/0-8-0 (min.0-1-8) ; • • .•...• Max Horz 2=-67(LC 5) ; •• • Max Uplift2=-777(LC 4),5=-777(LC 5) •• • ... . ;•4••• •_ •• FORCES. (lb)-Max.Comp./Max.Ten..-All forces 250,(Ib)or less except when shown. TOP CHORD 2-10=-1800/696,3-10=-1781/719,3-4=-1600/734,4-11=-1782/718, 5-11=-1800/695 BOT CHORD 2-9=-485/1593,8-9=-479/1600,7-8=-479/1600,5-7=-544/1593 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat.II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 19-10-9; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding: 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 777 Ib uplift at joint 2 and 777 Ib uplift at joint 5. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Irate MaTm eam PA A/STRAt 1220&d 3%T,zTUM MIAMI,FLD3IDA 33I* " TEL-(M)262.622D- W-t,.0t2s2-21M4 MAY 12 2017 Job i Truss Truss Type Qty Ply A0041962. 4-19-17 H2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries;Inc. Sat May 13 16:09:112017 Page 1 ID:NZYg 1 tnTcjslAhFUNnGW11 zHCiU-B5z6vkOBz92Sm9i RvJg2wTfK641WjUgY6eJvnmzGtwm. ._- 3 10.11 7-0 0 13-1-8 19-3-0 22-4-5 , 26-3-0 28-3-0 ; 3-10-11 3-1-5 6.1-8 6-1-8 3-1-5 3-10.111 2-0-0 Scale=1:47.1 4.00 12 4x4= 3x8= 44 3 4 5- 2A 2x4 212 6 1 13 7 N �IE lil a 14 4x6= 11 10 9 46= 3x8— 5x6= 3x8= 7-0.0 13-1-8 19-3-0 26-3-0 7-0.0 6-1-8 6-1-8 7-0-0 Plate Offsets(X,Y)— [10:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES.••• GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0:81 Vert(LL) -0.28 10 >999 240. • MT20••••••244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.64 9-10 >483 180• • • ""�' BCLL 0.0 Rep Stress Incr "YES WB 0'.80 Horz(TL) `0.18' 7 n/a n/a ••.• BCDL 10.0 Code FBC2014/TP12007 (Matrix) •00 0OWeight:•120It, FT=QW* `• • LUMBER- BRACING- •••• • ••:••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheat%lg4 ectly aI$1ec1dr•2-2-0 oc , BOT CHORD.2x4 SP No.2 purlins. ..•••• • . WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly Vp%L°r 4-5-74oc biaoing. ••0'0 MiTek recommends0tb4t.Vjbilizers and required • cross bracing be installed daring truss erection, in ••: • =' , accordance with Stabilizer 1•nstallatu REACTIONS. (Ib/size) 1=1397/0-8-0 (min.0-1-10),7=1631/0-8-0 (min.0-1-15) . • • • • Max Horz 1=-1 02(LC 5) •• • ••• 0 •0i 000 { Max Uplift1=-707(LC 4),7=-1002(LC 5) '0; • •: FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-3405/1688,2-12=-3320/1689,2-3=-3145/1512,3-4=-2990/1483, 4-51=-2932/1424,5-6=-3082/1449,6-13=-3200/1532,7-13=-3275/1522 BOT CHORD 1-11=-1506/3145, 10-11=-1738/3870,9-10=-1738/3870,7-9=-1335/2993 WEBS 3-11=-204/567,4-11=-1096/482,4-9=-1133/575,5-9=-172/535 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat.11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0, Interior(1)3-4-0 to 28-3-9; Lumber DOL=1.60 plate grip DOL=1.60 — 3)Provide adequate drainage to prevent water ponding. 4)The solid section of the plate is required to be placed over the splice line atjoint(s)10. 5)Plate(s)atjoint(s)1,3,5, 11,2,4,9,6 and 7 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)10 checked for a plus or minus 3 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss td bearing plate capable of withstanding 707 Ib uplift at joint 1 and 1002 Ib uplift at joint 7. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the n esi n of his tru ° LOAD CASE(S) StandardiA CA/smRk 1229813%lxTWEMIAMI,rLMD 33t-*r U-t'395)262.624- FAX-(300`:52.2& MAY 12 2017 Job Truss Truss Type Qty Ply I A0041963 4-19-17 H3 ROOF TRUSS 1 1 Job Reference o tional 7.630 s Jul 92015 MiTek Industries,Inc. Sat May 13 16:09:12 2017 Pagel I D:NZYg 1 tnTcjslAhFUNnG W 1.1 zHCi U-fHXV641 pkTAJOJGdT1 CHSgC WZU4sS4AiLl2SJCzGtWL.. 4-10-119-0-0 131-8 17-3 28 -0 21-4-5 26-3-0 13-0 410 11 41-5 4-1-8 41-8 41-5 4-10-11 2-0-0 Scale=1:47.1 t _ 4x4= 4.00 FUT 3x4= 4x4= 3 5 2x4 zz L 2x4 2 6 12 . i 1 13 7 oI. W.C18 14, 11 10 9 4x6= 4x4= 4x6= 3x8= 3x8= �— 9-0-0 17-3-0 26-3-0 9-0-0 8-3-0 - 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d. PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.22 9-11 >999 240 MT20 •••• 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -0.53 1-11 >575 180. • ' •••• 0 g_•�'•• BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.16 7 n/a n/e.• BCDL 10.0 Code FBC2014/TP12007 (Matrix) ••� '•• Weight W 111) FT 0°Io ; — •• • LUMBER- BRACING- •'•••• • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood she4tl1iMg%ectly aQpglied4or 2-7-1 loco": BOT CHORD 2x4 SP No.2 purlins. •••• • ••••., WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly appliedor 2-2-0 gc bra6ing. •.•• MiTek recommends 4ha66fabilizei's'dwai4quired,.••• cross bracing be in&UWF 4uring t'rus's erection, in • accordance.with S bilifer nstalla ion guide. �• REACTIONS. (Ib/size) 1=1397/078-0 (min.0-1-10),7=1631/0-8-0 (min.0-1-15) .••.�, • Max Horz 1=-102(LC.5). ; ••• • •••••• Max Uplift1=-694(LC 4),7=-988(LC 5) •• • .•• • • � FORCES. (lb)-Max.Comp:/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-3400/1642,2-12=-3320/1650,2-3=-2883/1341,3-4=-2697/1319, { 4-5=-2663/1286,5-6=-2845/1303,6-13=-3240/1536,7-13=-3311/1522 BOT CHORD 1-11=-1464/3151, 10-11=-1247/2936,9-10=-1247/2936,7-9=-1338/3040 WEBS 2-11=-526/415,3-11=-191/537,4-11=-463/209,4-9=-492/263, 5-9=-168/514,6-9=-444/316 ; NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;Cat. ll; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0.4-0 to 3-4-0,Interior(1)3-4-0 to 28-3-9; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 694 Ib uplift at joint 1 and 988 Ib uplift at joint 7. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��s� f7��:J. E!i!i3Ca l3 i:-lu •L'�LYf71!f. - CML STMIP4L i�®9.i�39�'li:',�.rd.�ta".>Zi1�'91,FLG�iIDt�3a�5 • _ Thi.•f3�)262.�3a5• Fr1X•f3f°i�')Sb1•ZB14 - . MAY 12 2097 V Job Truss Truss Type Qty Ply 4-19-17 H4 ROOF TRUSS 1 1 A0041964. Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries;Inc. Sat May 13 16:09:12 2017 Page ID:NZYgltnTcjslAhFUN6GW1l zHCiU-fHXV641 pkTAJOJGdT1 CHSgCWXU5kS08iLl2SJCzGtWL 5-10-11 11-0-0 15-3-0 20-4-5 26-3-0 28-3-0 5-10-11 5-1-5 4 3-0 5-1-5 5-10-11 2-0-0 Scale=1:47:1 4x8= 4x4= 4.00 12 3 4 TO 3x4 5 3x4 2 5 13 0 v 1 I 14 6 7 ]y, 3x6= 12 11 10 9 8 3x6= o . 2x4 II 3x4= 3x4= 3x8= 2x4 II 5-10-11 11-0-0 15-3-020 4 5 26-3-0 5-10-11 5-1-5 4-3-0 5-1-5 5-10-11 i Plate Offsets(X,Y)-- [1:0-3-0,Edge],[3:0-5-4,0-2-0],[6:0-3-0 Ed e] ; ; i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES•••• GRIP [ TCLL' 30.0 Plate Grip DOL 1.33 TC 0:70 Vert(LL) -0.20 11 >999 240 • • MT20 •••.••244/1 gQ y , •.•. ,: DL 15.0 Lumber`DOL 1.33 BC . 0.89 Vert(TL) -0.45 8-9 >675 180•• ' ; •••• .. • .--;.; ...... BCLL " 0:0 " Rep-Stress Inc( YES WB 0.47 Horz(TL) 0:15 6 n/a n/a • • • ( BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight:1�2 Ib• FT='b%"•- LUMBER- BRACING- • • • . . .. . ,• .. � ••• 1 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathiAg tlRectly applied•or••2-4-11 oc••. BOTCHORD.2x4SPNo.2 purlins. •••••• . •���•• r WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly appl'edof 4-10-3 pq bra:ing. MiTek recommends4he46/abilizers and required • cross bracing be installed daring try,s erection, in• • •. :~ accordance with St ilizer Installatien vide. REACTIONS. (Ib/size) 1=1397/0-8-0 (min.0-1-10),6=1631/0-8-0 (min.0-1-15) • • • • Max Horz 1=-1 02(LC 5) •• • ••• • t ; '• • - Max Uplift1=-680(LC 4),6=-974(LC 5) ••: FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-3429/1532,2-13=-3338/1543,2-3=-2557/1193,3-4=-2358/1171, ' 4-5=-2549/1183,5-14=-3241/1438,6-14=-3327/1421 BOT CHORD 1-12=-1352/3154, 11-12=-1352/3154, 10-11=-897/2364,9-10=-897/2364, 8-9=-1242/3049,6-8=-1242/3049 j WEBS 2-11=-880/493, 3-11=-127/401,4-9=-106/378,5-9=-775/382 s NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0, Interior(1)3-4-0 to 28-3-9; Lumber DOL=1.60 plate grip — DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 680 Ib uplift at joint 1 and 4 974 Ib uplift at joint 6. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the 0191Y919 Virm, uubli' LOAD ICASE(S) Standard Q�U1�10. jr I FE M�5 CA AM 2 - «r.-r��a>;z�aa�• �,ox-r3�y1t9a•am» MAY 12 200 Job Truss Truss Type Qty Ply A0041965 4-19-17 HH1 ROOF TRUSS 1 A L Joti Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:12 2017 Page 1' . b:NZYg1tnTcjs1AhFUNnGW11zHCiU-fHXV641 pkTAJOJGdT1 CHSgCYbU78S1 piLl2SJCzGtWL -2-0-0 I 5-0-0 9-4-1 13 6-6 17-8-10 21-10.15 26-3-0 2-0-0 5 0.0 4-4 1 4-2-5 4 2-5 4 2-5 4 4-1 Scale=1:48.6 _ 2x4 II 4.00 12 4x8— 2x4 11 3x8= 3x4= 3x8= 2x4 11 " 3 4 5 6 7 818 9 2 17 R 131 YI 1 0 4x6% 16 15 14 13 12 11 10 2x4 11 3x8= 6x6 —2x4 11 3x8= 2x4 11 6x6= 5 0-0 9-4-1 13-6-6 17-8-10 , 21-10-15 26-3-0 5-0-0 4-4-1 4-2-5 4 2-5 4 2-5 4-4-1 Plate Offsets(X,Y)-- [2:0-5-14,0-1-10],[3:0-5-4,0-2-0], [10:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATE$,.•• GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.32 , 13 >960 240. • MT20••••••244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(TL) -0.73 13-15 >426 180• • • "''•` ..w• . BCLL 0.0 Rep Stress lncr NO WB 0.43 Horz(TL) 0.09 10 n/a n/a �� ` • � BCDL 10.0 Code FBC2014/TP12007 (Matrix) •••;•'Weight:291 Il! FT�aYs:• •• LUMBER- BRACING- ••••� w • ;•00•� TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheath-tg"iectly ap�TI9(18`3-9-1 Qc BOT CHORD.2x6 SYP No.2 purlins, except end vPr#i��ls� • •w•.. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly Vpllei er 7-3-84A braoing. ••". w• ww wwwww• REACTIONS. (Ib/size) 10=2267/Mechanical,2=2455/0-8-0 (min.0-1-8) ;•`;•; • .• ji Max Horz2=223(LC 4) • • • • ...,;, '; Max Uplift10=-1375(LC 5),2=-1632(LC 4) • • •••"• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • :TOPCHORD 2-17=-5903/3416,3-17=-5827/3430,3-4=-8136/4841,4-5=-8136/4842, •• 5-6=-7738/4592,6-7=-7738/4592,7-8=-7738/4592,9-10=-281/253 BOT CHORD 2-16=-3282/5502, 15-16=-3299/5543, 14-15=-5386/9073, 13=14=-5386/9073, 12-13=-5386/9073, 11-12=-2958/4954, 10-11=-2958/4954 WEBS 3-16=-185/455,3-15=-1727/2769,4-15=-607/518,5-15=-1006/594, 5-13=-14/292, 5-12=-1433/851,7-12=-560/471,8-12=-1754/2987,. 8-10=-5153/3063 NOTES- 1)2-ply truss to be connected together with 1O(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;Cat. Il; Exp C; Encl.,GCpi=0:18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 26-1-4; Lumber DOL=1.60 plate grip DOL=1:60 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. �p�'a� �p� r�tta> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent it live oa s. 7)Refer to girder(s)for truss to truss connections. SOM FA 8)Provide mechanical connection(by others)of truss to bearing plate capable of wit st i Ib uplift at joiran.1 STRIC . . Continued3onl pape f2at joint 2. tP4 2Z 3 44"M 120 52 39tH MMACIt HAM,FLMIDk 3355 m-(W)262.644. FAX.(36 o-2044 MAY 12 2017 Job Truss Truss Type Qty Ply A0041965. 4-19-17 HH1 ROOF TRUSS 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries;Inc. Sat May 13 16:09:12 2017 Page 2 ID:NZYgltnTcjslAhFUNnGWllzHCiU-fHXV641pkTAJOJGdTlCHSgCYbU78SlpiLl2SJCzGtWL .: NOTES- 9)Girder carries hip end with 0-0-0 right side setback,5-0-0 left side setback,and 5-0-0 end setback. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)321 Ib down and 231 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s)is.the responsibility of others. LOAD CASE(S) Standard -1)Dead+Roof Live(balanced):Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=-90,3-9=-142(F=-53),2-16=-20, 10-16=-32(F=-12) Concentrated Loads(lb) Vert: 16=-321(F) • ***see • • ' I I } - I Maim Mm PA 140 814 39((1'tET Z MIAMI,FLftk33b5 TEL-(W)262.62& W-0053262-2om MAY 12 2017 Job Truss Truss Type Qty Ply A0041966 4-19-17 HH2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:12 2017 Page 1 - ID:NZYgltnTcjslAhFUNnGW11zHCiU-fHXV641pkTAJOJGdT1CHSgCVcUDNSwHiLl2SJCzGtWL_ -2-0-05-0-0 10-10-0 2-0.0 5-0-0 5-10-0 Scale=1:21.9 48- 5x6 11 3 8 4 4.00 12 T2 1 1 2 T1 B1 14 6 46 2x4 II 5 6x6=. 5-0-0 10-10-0 5-0-0 5-10-0 Plate Offsets(X,Y)-- [2:0-5-14,0-1-10),[3:0-5-8,0-2-0),[4:Edge,0-3-8),[5:0-3-0,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) -0.04 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(TL) -0.09 5-6 >999 180 •••• BCLL 0.0 Rep Stress lncr NO ' WB 0.85 HOrz(TL) 0:02 5 n/a nfa �*000 ••••••.' BCDL 10.6 Code FBC2014/TP12007 (Matrix) ••. : Weight:6Z Ib FT G% LUMBER- BRACING- • TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-l:es e 0 T2:2x4 SP M 30 purlins, except end.ver4lAis. :900:0 0 ' BOT CHORD 2x6 SYP No.2 BOT CHORD Rigid ceiling directly 9fflilld or 7-3'1 oc bracing. ••;•• WEBS 2x4 SP No.2 MiTek recommends tabilizgr apd equire cross bracing be i113taffM during trt8s eitction,trt•••• accordance with 9tett'ili,"Installation uide. REACTIONS. (Ib/size) 5=958/Mechanical,2=1079/0-8-0 (min.0-1-8) Max Horz 2=230(LC 4) •••••• j Max Uplift5=-723(LC 5),2=-892(LC 4) • • • •••••• _s FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-1779/1125,3-7=-1710/1139,4-5=-418/449 BOT CHORD 2-6=-1129/1615,5-6=-1139/1648 WEBS 3-6=-119/380,3-5=-1502/1000 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;Cat. 11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 10-8-4; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 723 Ib uplift at joint 5 and 892 Ib uplift at joint 2. 7)Girder carries hip end with 0-0-0 right side setback,5-0-0 left side setback,and 5-0-0 end setback. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support con 276 Ib up at 5-0-0 on bottom chord. The design/selection of such connection devi e p i rs: 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as fr o cl [j ©, LOAD CASE(S) Standard Mum eam FA CIA I STRb Continued on page 2 REZA% -CAMN 1110 8913%)ER d 2 MIAMI,FLMDX 331* TEL-WN 262.&M. FAX-(307261.209 f MAY 12 2W Job Truss Truss Type Qty Ply A0041966, 4-19-17 HH2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:12 2017 Page 2 ID:NZYg1 tnTcjs1AhFUNnGW11zHCiU-fHXV641 pkTAJOJGdT1 CHSgCVcUDNSwHiL12SJCzGtWL LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=-90,3-4=-143(F=-52),2-6=-20,5-6=-32(F=-12) Concentrated Loads(lb) Vert:6=-321(F) . •.•• • •••••'. If RIP CA MIRA 1220 521"Wh iER,'Aac MIAMI,f Lo%Dk 33155 j i l.•(30362.6225" FAX-000263-20N MAY 12 2017 Job Truss Truss Type Qty Ply A0041967. 4-19-17 HH3 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries;Inc. Sat May 13 16:09:13 2017 Page i I D:NZYg l tnTcjs[AhFUNnGWl l zHCiU-7T5tJQ2RVmIA?Srpl kjW'?ukhHtYI BXHrZyo?rfzGtWK -2-0-0 7-0-0 10-10-0 2-0-0 7-0-0 3-10-0 Scale=1:22.4 4x8= 2x4 11 3 8 4 T2 4.00F1_2 Li 1 T1 1 7 2 B1 1 6 3x5= 2x4 11 5 3x4= . 7-0-0 10-10-0 7-0-0 3-10-0 Plate Offsets(X,Y)-- [2:0-2-8,Edge),[3:0-5-4,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) *I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.06 2-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.44 Vert(TL) -0.17 2-6 >717 180 '••• BCLL 0.0 Rep-Stress incr _. YES WB 0.23 Horz(TL) 0.01 5 n/a rfa • ••• ••••• BCDL 10.0 Code FBC2014/TP12007 (Matrix) ••• : WeI00.46 lb FT=6�0 LUMBER- BRACING • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly Applied or 4-7-i4 ee• BOTCHORD.2x4 SP No.2 purlins, exceptend.vereiicWs. ••••:• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly gfp1igd or 9-6'0 oc bracing. "0 MiTek recommen s a Stabilizar§aad Frequire cross bracing be ih9tate'd during trt gs i3t%ction, accordance with 9_tAI1itM Installatiorf uide. • REACTIONS. (Ib/size) 5=545/0-8-0 (min.0-1-8),2=808/0-8-0 (min.0-1-8) • . . • ..•••. Max Horz 2=269(LC 4) •••••• Max Uplift5=-358(LC 5),2=-636(LC 4) • • :••••: FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-774/287,3-7=-755/309 BOT CHORD 2-6=-357/627,5-6=-354/636 WEBS 3-6=0/263,3-5=-740/401 ' NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=S.Opsf; BCDL=S.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, 1nterior(1)0-11-7 to 10-8-4; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. _ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 Ib uplift at joint 5 and 636 Ib uplift at joint 2. - 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard CML STRMIRAL 7110 BE 3%h TE% _1:MIAMI,FLCRID0326 1�t•(3�vI a&2�Fd1a• F47(•t'3a�i5f 35�•aBi4 - MAY 12 2017 Job Truss Truss Type Qty Ply t A0041968. 4-19-17 HH4 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:13 2017 Page 1 ID:NZYg1tnTcjs1AhFUNnGW11 zHCiU-7T5tJQ2RVmIA?Srpl kjW?ukhHtZaBWsrZyo?rfzGtWK, -2-0-0 6-0-0 10-10-0 2-ao 6-0-0 4-10-0 Scale=1:22.4 48= 2x4 I 3 g 4 4.00 12 T2 1 1 I 7 T1 2 B1 1 ' 6 3x5= 2x4 11 5 3x4= i 6-0-0 10-10-0 6-0-0 4-10-0 Plate Offsets(X,Y)-- [2:0-2-8,Edge1 [3:0-5-4,0-2-01 LOADING (psf) SPACING- ' 2=0-0 CSI. DEFL. in (loc) 'I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0:70 Vert(LL) -0.03 2-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 _ Vert(TL) -0.09 2-6 >999 180 *00000 BCLL 0.0 Rep Stress Incr YES WB 0.32 H rz(TL) 0.02 5 n/a nja 0,000 ••••• BCDL 10.0 Code FBC2014ITP12007 (Matrix) ••• Wei 0 481b FT=@1o; LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea4NrAdirectly pplieg or 5-10•re& BOT CHORD 2x4 SP No.2 purlins, exceptend0werticals. 000000 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly 9p$14d or 9-1'1 oc bracing. 0 0;•'•, MiTek recommencTs*AfStabilizeirs and uequire cross bracing be MARI during tr6gs gAction,Sl•0•; accordance with M Installation9guide. REACTIONS. (Ib/size) 5=545/0-8-0 (min.0-1-8),2=808/0-8-0 (min.0-1-8) 0 . �•••�• 0.000. Max Horz2=246(LC 4) • • • •. • s Max Uplift5=-357(LC 5),2=-644(LC 4) • • • •••••• .. . ••• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-875/362,3-7=-781/379 BOT CHORD 2-6=-413/735,5-6=-409/743 WEBS 3-5=-756/402 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=S.Opsf; BCDL=5.Opsf;h=15ft;Cat. ll; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 10-8-4;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 Ib uplift at joint 5 and 644 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I`� � FE M4 13 CA man �i.•f�;/a�a.�aa� �Qx•f9a�)a�a•acoia - MAY 12 2017 Job Truss Truss Type Qty Ply A0041969 4-19-17 HH5 ROOF TRUSS 1 1 Job Reference o tional 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:13 2017 Page 1 ID:NZYgltnTcjslAhFUNnGWllzHCiU-7T5tJQ2RVmIA?SrplkjW?ukhHtXCBYbrZyo?rfzGtWK . 2:o a-a-11 8-0-0 10-10-0 2 4-4-11 3-7-5 2-10-0 Scale=1:22.7 44= 3x4= 4' S T2 4.00 FIT 2x4 3 C1. VV2 T1 .2 8 Y� 61 1, 7 3x5= 3x8= 62x4 11 8-0.0 10-10-0 } 8-0-0 2-10.0 Plate Offsets(X,Y)— [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) =0.08 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(TL) -0.20 2-7 >610 180 `•" BCLL 0.0 `Rep Stress Incr YES WB 0.14 Hori(TL) 0.01 6 n%a ira • •'•• ••••• s BCDL 10.0 Code FBC2014/TP12007 (Matrix) ••• a Weigt*454 lb FT=e% LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-819 9 oE• BOT CHORD 2x4 SP No.2 purlins, except endverEcals. :.•.:+ ` + WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly bQolfbd or 6-U-0 oc bracing. '`;•'. MiTek recommends Val Btabilizars;andrequire cross bracing be IhStailuld during tMslefection,V••:a accordance with jtbbwr Installation guide. • REACTIONS. (Ib/size) 6=545/0-8-0 (min.0-1-8),2=808/0-8-0 (min.0-1-8) . • . . v.••a J I Max Horz 2=293(LC 4) •••••• Max Uplift6=-352(LC 5),2=-628(LC 4) • • • ••••+• FORCES. (lb)-Max.Comp./Max.Ten.:All forces 250(lb)or less except when shown. TOP,CHORD 2-8=-996/434,3-8=-933/446,3-4=-505/198,4-5 416/216,5-6=-542/336 BOT CHORD 2-7=-542/874 WEBS 3-7=-478/335,5-7=-298/596 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=15ft;Cat.II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 10-8-4; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. — 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 352 Ib uplift at joint 6 and 628 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Ft 3246•15 .CA=02 7179 99139th XWI VI:MAN,FLbtIDA 331* `' rc -(3�)662 si115' I`r1X•f3�)2b7.2®W MAY 12 2017 Job Truss Truss Type Qty Ply A0041970 4-19-17 HH6 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:13 2017 Page?. ID:NZYg1tnTcjslAhFUNnGW11zHQU-7T5tJQ2RVmIA?Srp1kjW?ukhHtW4BYvrZyo?rf7GtWK -2-0-0 4-8-3 8-7-0 10-10-0 2-0 0 4-8-3 3-10-13 2-3-0 Scale=1:22.7 f 4x4= 3x4= 4 t 5 T2 4.00 F12 2x4 3 X T1 W 2 8 B1 1' 7 3x4 s:-� 3x8= 62x4 II 8-7-0 10-10-0 8-7-0 2 3 0 Plate Offsets(X,Y)-- [2:0-3-7,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.11 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(TL) -0.26 2-7 >478 180 •0.00 BCLL'' 0.0 Rep Stress lncr YES 'WB 0.19 Horz(TL) " 0:01 6 n/a n=a 0000 • •• +�` BCDL 10.0 Code FBC2014/TPI2007 (Matrix). ••• : Weiiph*rpi lb FT=Ao LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathindirectly appl epi or 5-9-�(ioo•�, BOT CHORD 2x4 SP No.2 purlins, except endo✓erticals. 600009 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly ft1i9d or 6-0U oc bracing. '•;•'• MiTek recommenddIUMabilizets asd requireE cross bracing be A talfbti during trb6s Mction, fh•••; w accordance with 9tttbil Installationaguide. • € REACTIONS. (Ib/size) 6=545/0-8-0 (min.0-1-8),2=808/0-8-0 (min.0-1-8) • • • . .099,0 Max Horz2=306(LC 4) •0000• ' t Max Uplift6=-339(LC 5),2=-624(LC 4) •0• •0464: ' ,{ •• 6 ••• • 9' 5 • • r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 00 TOP CHORD 2-8=-981/407,3-8=-916/420,3-4=-428/136,4-5=-337/159,5-6=-567/308 BOT CHORD 2-7=-529/860 WEBS 3-7=-546/382,5-7=-271/597 ; NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=S.Opsf; BCDL=5.Opsf; h=15ft;Cat. 11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 10-8-4; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 Ib uplift at joint 6 and 624 Ib uplift at joint 2. - 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Ci3 som PA '�7®8tfl 39tH#�;�a11�91,�ti�ipA 33b5 i�L•(351 e62.sid2a• PAX>f3�1 ZS1.3®!4 . MAY 12 201? Job Truss Truss Type Qty Ply A0041971 4-19-17 J1 ROOF TRUSS 18 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:13 2017 Page 1 .ID:NZYg1tnTcjs1AhFUNnGW11zHCiU-7T5tJQ2RVmIA?Srp1 kjW?ukkbtemBaorZyo?rfzGtWK 200 00 2-0-0 1-0-0 Scale=1:6.8 3 4.00 12 2 B1 s T1 1 4x6 = 4 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATE$.. GRIP TCLL 30.0 Plate Grip DOL. 1.33 TC 0.56 Vert(LL) -0.00 .2 '>999 24.0 MT20.....244/19A.... TCDL 15.0 Lumber DOL 1.33 BC 0.01 Vert(TL) -0.00 2 >999 180 • • BCLL 0.0 Rep Stress Incr YES WB 0.00 HorZ(TL) -0.00 3 n/a n/a • •��:•. �. ' BCDU. 10.0 Code FBC2014/TP12007 "(Matrix) g t •••� Wei I{t:'6 Ib• F? •d�lo' s. LUMBER- BRACING- •••• • • :• •• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shealihing.directly applied or 1-0-0.00D.. BOT CHORD 2X4 SP No.2 purlins. ...... . .• •• BOT CHORD Rigid ceiling directlyappllI%&or 10-0 QpCpracing.•• •••' i MiTek recommen444.1t"abilizers,arLd required ,• cross bracing be ir%talled during truss erection,in•• accordance with Stabilizer Installakiop 4iide. REACTIONS. (Ib/size) 3=-193/Mechanical,2=470/0-8-0 (min.0-1-8),4=9/Mechanical Max Horz 2=141(LC 4) •• • ••• • • Max Uplift3=-193(LC 1),2=-726(LC 4) Max Grav3=334(LC 4),2=470(LC 1),4=18(LC 3) FORCES. (lb)-Max.Comp:/Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2); Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 193 Ib uplift at joint 3 and 726 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i Irmo o erste CA t MUM 7119�ttl 391kr 1�;"u2.�'s"hlt�9i,�t.�1DA33ffiS - i t•(393)262.1;225- FAX-( )26;-204 . J MAY 12 200 Job Truss Truss Type Qty Ply A00419721 4-19-17 J2 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:13 2017 Page 1' I D:NZYg i tnTcjslAhFUNnG W11 zHCiU-7T5tJQ2RVmlA?Srp1 kjW?ukggteyBaorZyo?rfzGtWK 2-6-8 2-6 8 Scale=1:9.7 4.00 F12 2 T1 1 1 19 B1 3x4= 3x6 11 3 2-8-8 268 Plate Offsets(X,Y)-- [1:0-0-0,0-1-21,[1:0-1-3,0-7-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl Ud PLAt6S.••GRIP •...,. TCLL 30.0 Plate Grip DOL 1.33. TC 0.17 Vert(LL) -0.00 1-3 >999 24% ; MT20..•• 244/190 •' TCDL' 15.0 Lumber DOL 1.33 BC 0.06 Vert(TL) -0.00 1-3 >999 18Q • • • BCLL' 0.0 Rep Stress Incr YES WB 0.00 H6rZ(TL) -0.00 2 n/a n/a••: • '• •`�•• BCDL 10.0 Code FBC2014/TP12007 (Matrix) "" ' Weight:91b FZ=JV%: LUMBER- BRACING- •.•••• :•�•�• .••.• . $ TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaUltVArectly applied Qr 2-6-8.q4 j. BOT CHORD 2x4 SP No.2 purlins. • • • • Y WEDGE BOT CHORD Rigid ceiling directly•apelied •.•or 10-0-0 oc bracing. • p • Left:2x4 SP No.2 • MiTek recommends thl gabilize6s and required •; cross bracing be installed during t?Lm4waction, in accordance with Stab ili¢er lnstaIlalion guide. •.••. REACTIONS. (Ib/size) 2=98/Mechanical,3=24/Mechanical, 1=121/0-1-0 (min.0-1-8) • • • Max Horz 1=124(LC 4) •• s ; Max Uplift2=-155(LC 4), 1=-88(LC 4) Max Grav2=98(LC 1),3=47(LC 3), 1=121(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. 4 NOTES- ) 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat.11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2); Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. ) 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 Ib uplift at joint 2 and - 88 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I Wwwj eam = CML 8T=1PZL 1710 8ll 391r91�'�.�{"a"i11�9i,Ft�IDA33b5 ill-M)262.6225- FAx•(30)262.204 MAY 12 2017 Job Truss Truss Type Qty Ply A0041974 4-19-17 J4A ROOF TRUSS 16 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:14 2017 Page 1' ID:NZYg1tnTcjslAhFUNnGW11zHCiU-bgeFXm34G4Q1dcQ?aREIX5Hs1HxZw12_ocXZ05zGtWJ 2-0-0 0 5-0-0 2-0 5-0-0 3 Scale=1:13.5 F I 4.00 F12 cl 5 T1 2 61 i 1 I 3x4= 4 i 5-0.0 t 5-0.0 Plate Offsets(X,Y)-- (2:0-2-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl LW PLAt;S..� GRIP...... TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.02 2-4 >999 24%•' ; MT20••.. 244/190 •' TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(TL) -0.05 2-4 >984 180 • • • • BCLL 0.0 Re Stress 7ncr ' '•�•••`- p YES -" WB 0.00 Horz(TL) -0:00 3 n/a nra" • •• ' BCDL 10.0 Code FBC2014/TP12007 (Matrix) "" ' -Weight: 1t9Ib F1jr-.w-.soll- : " a LUMBER- BRACING- •s0000 �••••• ••••... TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheo#%sclirectly applied or 5-0-0.0c:.6• BOT CHORD.2x4 SPN0.2 purlins. •••••• ••�••; ••��•• BOT CHORD Rigid ceiling directlyppi%d or 10-0-0 op bracing. • MiTek recommend$thdt 4abilizefs and required,�.•; ., cross bracing be installed during t%m"elction, in accordance with S99bilizerinstallalien guide. ..... REACTIONS. (Ib/size) 3=136/Mechanical,2=511/0-8-0 (min.0-1-8),4=43/Mechanical Max Horz2=243(LC 5) Max Uplift3=-256(LC 5),2=-555(LC 4) Max Grav3=136(LC 1),2=511(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. s NOTES- I 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. 11; Exp C;-Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 4-8-0;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 Ib uplift at joint 3 and — $ 555 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. t .LOAD CASE(S) Standard l eam PA GIA t 8� a 43 � 3s ' '111®9139(f11E1�?.+at MIAHI,FLOOk3365 la-(301262 6215• FAX-(301252.2o4 MAY 12 2017 Job Truss Truss Type Qty Ply A0041975 4-19-17 J5 ROOF TRUSS 12 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 1316:09:14 2017 Page 1 ID:NZYg1tnTcjs1AhFUNnGW11zHCiU-bgeFXm34G4Q1dcQ?aREIX5Hs1HxDw12_ocXZ05zGtWJ -2-0-0 5-0-0 2-0-0 5-0-0 I Scale=1:13.5 3 4.00 F12 i 5 T1 2 B1 999 1 i 3x4= 4 5-0-0 r 5-0-0 Plate Offsets(X,Y)— [2:0-2-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES••• GRIP TCLL' 30.0 Plate Grip DOL 1.33. TC 0.70 Vert(LL) -0.03 2-4 >999 A • • MT20•••• 244/Tl(f TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(TL) -0.06 2-4 >866 18d' ' .";'. _.. BCLL 0.0 Rep-Stress lricr 'YES WB 0.00 H6rz(TL) -0.00 3 n/a W9:11'0 •• • •••• • BCDL 10.0 Code FBC2014/TP12007 (Matrix) 9999,19 Weight: 19 Ib Fir=0%. LUMBER- BRACING- ',••�• ;'•••• ����� K TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shed thin�Directly applied o r 5-0-0 ov�•• BOT CHORD.2x4 SP No.2 purlins. . . . . . BOT CHORD Rigid ceiling directly'gpptgd or 1 0-0U'ocbtacing."••;• MiTek recommen tat tabilizers and required cross bracing be iRstalled'during:y'.%%4rgction, V••• accordance with Jabi!A1 Installation guide. • REACTIONS. (Ib/size) 3=136/Mechanical,2=513/0-8-0 (min.0-1-8),4=45/Mechanical •. . ..• . . Max Horz 2=243(LC 5) .. Max Uplift3=-256(LC 5),2=-554(LC 4) Max Grav3=136(LC 1),2=513(LC 1),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;Cat. 11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 4-8-0; Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 lb uplift at joint 3 and 554 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Irani CA mcm PE Vw 43 .CA VON2 111®9llt 39Ut I'1r'�,r'.�Gi ii{�Ii,FLt,�I©A 33155 • - i�t-(3�S}e62.a�t15• FAX^f3�i5}1191-410}4 MAY 12 2017 Job Truss Truss Type Qty Ply A0041976. 4-19-17 M1 MONO TRUSS 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:14 2017 Page 1.:. ID:NZYg 1 tnTcjslAhFUN6GW11 zHCiU-bgeFXm34G4Q 1 dcQ?aR EIX5HyNHtrw12_ocXZ05zGtWJ 5-0-0 5-0-0 2 Scale=1:12.7 2x4 4.00 12 4 T1 W1 1 131 3x4= 3 2x4 11 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATrigoo GRIP TOLL. 30.0 Plate Grip DOL 1.33 TC 0.36 Vert(LL) 0.05 1-3 _>999 240 MT2%•.•' 244/19"*** TCDL 15.0 Lumber DOL 1:33. BC OA7 Vert(TL) -0.08 1-3 >711 180..• ••• BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a••• • • • ; •, BCDL 10.0 Code FBC2014/TPI2007 (Matrix) • Weighl:•43 It Ft •N. LUMBER- BRACING- •••• • • :•�••: TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea 4wr1rectly appTie*J or 5-0-Noo 0 0 BOT CHORD 2x6 SYP No.2 purlins, except endYeqiGals. ..;,•' WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlyVplied'or 10-OLQ oePlacing. •• ` REACTIONS. (Ib/size) 1=1189/0-8-0 (min.0-1-8),3=1189/0-3-8 (min.0-1-8) Max Horz 1=201(LC 5) • • • • ••••••' Max Uplift1=-1085(LC 5),3=-1155(LC 5) •• • • •• FORCES. (lb)-Max. Comp./Max.Ten.-All forces 250(lb)or less except when shown. '•; TOP CHORD 2-3=-203/301 NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 1 Od(0.131"x3")nails as follows:2x4-.1 row at 0-9-0 oc. j Bottom chords connected with 1 Od(0.131"x3")nails as follows:2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise ` s indicated. 3)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. ll; Exp C; Encl.;GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0, Interior(1)3-4-0 to 4-10-4; Lumber DOL=1.60 plate grip DOL=1.60 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1085 Ib uplift at joint 1 and 1155 Ib uplift at joint 3. 7)Girder carries tie-in span(s): 17-5-0 from 0-0-0 to 5-0-0 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard . 1)Dead+Roof Live(balanced): Lumber Increase=1.33, Plate Increase=1.33 I Uniform Loads =-(plf) Q�o dg, I Vert: 1-33=-436(F=-416), 1-2=-90 WWI M SOEM PA CA t O `MWS. 1110 SIR 3%h TEWC5 MIA41,FL�Vk 33bb TEL-(30)262.62*- FAX-(30120.2014 MAY 12 2017 Job Truss Truss Type Qty ply A0041977. 4-19-17 T1 ROOF TRUSS j Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:14 2017 Page 1 ID:NZYg1tnTcjs1AhFUNnGW11zHCiU-bgeFXm34G4Q1dcQ?aREIX5HrxHrgwvs_ocXZ05zGtWJ 2-0-0 5 1-8 8-11-0 12-8-8 17-10-0 2-0-0 5-1-8 3-9-8 3-9-8 5-1-8 Scale=1:32.8 4x4= 4 4.00 12 3x4 13 3x4 12 3 5 T 14 1 2 11 B 6 v� 61 c31 62 to 10 9 8 7 15 5x10= 3x6 II 7x6 WI3 3x6 I I 5x10= 7x8 = i 5 1-8 8-11-012-8 8 17-10-0 5-1-8 3-9-8 3 9 8 5-1-8 1 Plate Offsets(X,Y)-- [2:0-2-13 Edge] [6:0-2-13 Edge] [7:0-4-0,0-1-81,[8:0-4-0,0-4-121,[10:0-4-0,0-1-81 i • - 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl LAI . PLATSS••• GRID••••• TCLL 30.0 Plate Grip DOL 1.33. TC 0,77 Vert(LL) 0.23 8-10 >884 24% ; MT20.... 244/190.' TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(TL) -0.44 8-10 >466 189'• ••'• • • BCLL 0.0 Rep-Stress Incr NO WB 0.52 Horz(TL) U9 6 n/a n/a :•' • •••••..'.. " BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:2'/91b Ft�,W•: • • 3 LUMBER- BRACING- &00* • •••.• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheat✓ mgdkectly applied or 4-5-16"o• BOT CHORD.2x6SYPSSpurlins. ..'„• ..•.� •••••• WEBS 2x4 SP N6.2 BOT CHORD Rigid ceiling directly RpglLe�or 10-0-0 oibracing. �• OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 6=7293/0-8-0 (min.0-2-14),2=6405/0-8-0 (min.0-2-8) • • • • Max Horz2=87(LC 4) •••• : .•. . :•••�;, rl Max Uplift6=-4510(LC 5),2=-4167(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ” TOP CHORD 2-11=-17244/10732,3-11=-17152/10745,3-12=-12440/7734, ,z ' 4-12=-12417/7744,4-13=-12417/7765,5-13=-12448/7756, d 5-14=-16575/10238,6-14=-16649/10231 BOT CHORD 2-10=-10076/16203,9-10=-10076/16203,8-9=-10076/16203, } 7-8=-9591/15679,7-15=-9591/15679,6-15=-9591/15679 WEBS 4-8=-4591/7413,5-8=-4299/2628,5-7=-1706/2880,3-8=-4869/3156, 3-10=-2132/3430 NOTES- { 1)3-ply.truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1row at 0-7-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 6c. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. a 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5. - Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 8-1 -oxteri 8-11-0 to 11-11-0; . Lumber DOL=1.60 plate grip DOL=1.60 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent itlive loads,C0 1 er PA 7)Provide mechanical connection(by others)of truss to bearing plate capable of wit tIb uplift at joir1tML/8 -q6L and 4167 Ib uplift at joint 2. - Continued on page 2 4 <A AMIN - VO 9.t1139ih�"�'.+tGi I t(e17i,ff G�31©A 33b5. FAX-(301252.2oN MAY 12 2017 Job Truss Truss Type Qty Ply . A0041977 4-19-17 T1 ROOF TRUSS 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:14 2017 Page 2 NOTES- ID:NZYg 1 tnTcjs1AhFUNnGW 11 zHCiU-bgeFXm34G4Q 1 dcQ?aREIX5HrxHrgwvs_ocXZ05zGtWJ. 8)Girder carries tie-in span(s):29-3-0 from 5-1-8 to 15-0-0;26-3-0 from 15-0-0 to 17-10-0 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2755 Ib down and"1845 Ib up at 5-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-4=-90,4-6=-90,2-10=-20, 10-15=-751(F=-731),6-15=-669(F=-649) Concentrated Loads(lb) Vert: 10=-2755(F) i *so i __ _. _ - baba{• - . r• • -b••••i....:.:. i • baba • • • • • • baba•• base • •so{0 000696 • • ••e•• e • b e. b 00 •• bb as •bee.•• • v • • • • •ebb•• k n f 1 hefU OMdO. IA Di 1-.`60 N V D 'VM _ ow,WS FA 1220 82 391E TEWCE IM1At1,FLMIDA•33rh 19L-fW1'62.6225' FAX-(30)242.2& MAY. 12 2017 Job Truss Truss Type Qty Ply A004997& 4-19-17 T10 ROOF TRUSS 5 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek,Industries,Inc. Sat May 13 16:09:17 2017 Page I... ID:NZYg1tnTcjs1AhFUNnGW11zHCiU-OFK09n5yZ?ocU49aGanS9kvMGVpY7MzRUaMD QzGtWG. -2-0-0 4-10-3 8-11-0 12-11-13 17-10-0 19-10-0 2-0-0 4-10-3 4-0-13 40 13 4-10-3 2-0 0 I Scale=1:35:7 4x4= 4 4.00 12 2x4 10 11 2x4 3 5 1 12 2 9 1 6 YI T 01 61 7'..lo= I 3x5 8 3x5 5x8= 8 11-0 17-10-0 s 11-0 T 8-11-0 Plate Offsets(X,Y)-- [2:0-3-7,0-1-8],[6:0-3-7,0-1-8], [8:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft' Lo PLA'r�§••• GRIP TCLL) 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.11 2-8 >999 240 • • MT20 244/90 •. TCDL 15.0' Lumber DOL 1.33 BC 0.79 Vert(TL) -0.30 2-8 >679 18fr• BCLL, 0.0 Rep'Stress Incr - . YES WB 0.18 Ho -U6 0.06 6 n/a n" • , BCDL 10.0 Code FBC2014/TP12007 (Matrix) •••• • Weight:18 lb Fir00 LUMBER- BRACING- • • ••••r• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shep"r"4rectly aR)liedpr 4-0-�_%ir•. . s BOT CHORD 2x4 SP No.2 purlins. • • • • • x: ! • ••a�•i :q ;F WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly••appted• or 6-5-7'oc• br•acing. . . MiTek recommen t at abilizers and required •_ i H ti' cross bracing be Astalled during tv s4ection, 1110••' 2 accordance with abil' 73 Installftion guide. • REACTIONS. (Ib/size) 2=1158/0-8-0 (min.0-1-8),6=1158/0-8-0 (min.0-1-8) •• • ••• • •. • Max Horz2=-40(LC 5) ••: ' Max Uplift2=-802(LC 4),6=-802(LC 5) `t FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1968/935,3-9=-1899/948,3-10=-1459/652,4-10=-1396/662; =j € 4-11=-1396/662,5-11=-1459/652,5-12=-1899/948,6-12=-1968/934 BOT CHORD 2-8=-751/1782,6-8=-791/1782 WEBS 4-8=-105/507,.5-8=-524/405,3-8=-524/406 NOTES- t 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; [ Ex C; Encl.,GC x0.18;C-C Exterior(2) 2-0-9 to 0-11-7, Interior 1 0-11-7 to 8-11-0, Exterior(2)8-11-0 to 11-11-0; Lumber DOL=1.60 plate grip DOL=1:60 4 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 802 Ib uplift at joint 2 and 802 Ib uplift at joint 6. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PE 22i Z .C3 WV9 140 0 3% TERW"MAN,[;[,MD03M �t•f3>as�aba.�aa� F,ax•f3��asa•a�a MAY 12 2017 Job Truss Truss Type Qty Ply A0041979 4-19-17 T11 QUEENPOST 1 Job Reference optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:17 2017 Page 1 ' ID:NZYgltnTcjslAhFUNnGW11zHCiU-OFK09n5yZ?ocU49aGanS9kvPBVps7KtRUamD_QzGtWG. 2-0-12 5 G12 B-8-8 12-4-4 15-4-4 17-5 0 I 2-6-12 3-0-0 3-7-12 3-7-12 3-0-0 2-0-12 Scale=1:28.5 ; I 44 4 4.00 F12 0 3x4 3x4 15 16 3 5 5x8 \\ 14 17 5x8 2 4 6 17Lil 13 12 11 10, 9 8 3x10% 4x4— 5x6= 3x8— 4x4— 3x10 i 2-0 12 1 510-12 8-8-8 12-4-4 . 15-4-4 17-5-0 2-0-1 3 0 0 3-7-12 3-7-12 30 2-0-12 Plate Offsets(X Y)-- [1:0-3-6,0-1-8],[2:0-3-8 Edge] [6:0-3-8 Edge] [7:0-3-6,0-1-81 LOADING (psf) SPACING- 2-Q-0 CSI. DEFL. in (loc) I/defl Lido•• : PLATE"•• GRIP 'i TCLL 30.0 Plate Grip DOL 1.33 TC 0.52 Vert(LL) 0.14 9-10 >999 2,".. . MT2CL.' ; 24AJJJ( TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.27 9-10 >743 1$q�; BCLL' 0.0 Roo-Stress Incr NO' WB 0.32 Horz(TL) -0.06- 7 n/a n/a :••..:` ` BCDL 10.0 Code FBC2014/TP12007 (Matrix) •• Wezwu J 01 Ib Ffi 0% •••••• • ••i��:� .: i LUMBER- BRACING- , TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sh 0 @t i g Irectly aplaliesIr 4-2-1241r.... BOT CHORD 2x6 SYP No.2 purlins. ...... . ,'' q WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlxapptiel or 7-%4 oc tracing. <A ••••.. a REACTIONS. (Ib/size) 1=3457/0-8-0 (min.0-2-1),7=2718/0-8-0 (min.0-1-10) •�. :.•.•: r Max HOrz 1=-2(LC 5) •• • r.• • • Max Uplift1=-2132(LC 4),7=-1657(LC 5) • i FORCES. (lb)-Max.Comp./Max..Ten.-All forces 250(Ib)or less except when shown. - r TOP CHORD 1-2=-7840/4799,2-14=-7367/4440,3-14=-7339/4447,3-15=-5295/3228, 3.. 4-15=-5245/3237,4-16,-5245/3236,5-16=-5293/3226,5-17=-7367/4497, ` 6-17=-7395/4491,6-7=-6285/3810 BOT CHORD 1-13=-445017297, 12-13=-4450/7297, 11-12=-414516980, 10-11=-4145/6980, 9=10=-4187/6995,8-9=-3531/5856,7-8=-3531/5856 WEBS 4-10=-1780/2974,5-10=-2243/1423,.5-9=-768/1265,6-9=-747/1190, 6-8=-525/375,3-10=-2225/1379,3-12=-707/1209,2-12=-394/330, 2-13=-264/493 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. - Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. - 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=Sh-4 fift;Gat li. Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0, Interior(1)3-4-0 to 8-8-8, E erio 8-8-8 to 1[j 8-8; L mbor DOL=1.60 plate grip DOL=1.60 � 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenI wi an, r liv8 loadCM&71Weptq � 7)Provide mechanical connection(by others)of truss,to bearing plate capable of wil hs d 2 Ib uplift at jcft � and 1657 Ib uplift at joint 7. t Continued on page 2 ' �`5 INM W 9-'M X,%Cst HIM,FLOODA•33rh t�i•r�s�a�a.�aa5• �Ax•t3;�fa�a•ar� - ., _ MAY 12 2017 Job Truss Truss Type Qty Ply A0041979 4-19-17 T11 QUEENPOST 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries, Inc. Sat May 13 16:09:17 2017 Page 2. ID:NZYg 1 tnTcjslAhFUNnGW11 zHCiU-OFK09n5yZ1ocU49aGanS9kvPBVps7KtRUamD_QzGtW6. NOTES- 8)Girder carries tie-in span(s): 11-5-0,from 2-0-12 to 12-4-4 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)898 Ib down and 601 Ib up at 2-0-12,and 958 Ib down and 642 Ib up at .12-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. f LOAD CASE(S) Standard 1)Dead+Roof Live(balanced): Lumber Increase=1.33, Plate.Increase=1.33 Uniform Loads(plf) Vert: 1-4=-90,4-7=-90, 1-13=-20,9-13=-261(F=-241),7-9=-20 . Concentrated Loads(lb) Vert:9=958(F) 13==898(F) • j • _ • •••• 4.040•.. •• • '0000 • . 0000•• •• • •.i•!• . � 4444. ..._ _-. . 4444.... ._4444...., 4444 _ .. 4444 : 4444 __ ._ ._. 444 :0•:`::` 0000•• • j 0000 • • • .. . •. I • • •0•••• 0000 • 0,04:0 0000•• • • 0000•. � _ •• •• .•• •• 0000'•• — ' 0000•• • • ^: • • • 0000•• :j r 3 ai or i 1 3 . I i 7119 9Ut 39f.�R�`=�Gi+311�9i,FLt3"3r li3A•3365 • T;L•f3�51:62.�i22's• Fri•t3a��2S2.8�I4 . MAY. 12 2017 { Job Truss Truss Type Qty Ply A0041980 4-19-17 T12 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul. 9 2015 MiTek.Industries,Inc. Sat May 13 16:09:17 2017 Page 1 ID:NZYg1tnTcjslAhFUNnGW11zHCiU-OFK09n5yZ?ocU49aGanS9kvMGVoZ7OzRUamD_QzGtWG_', -2-0-0 5.8-8 10-10-0 2-0.0 5-8-8 5-1-8 Scale=1:21.6 4x4= 3 4.00 12 8 7 9 T2 6 T1 1 4 2 W2 B1 1 5 3x5= 2x4 11 4x4— _ - i 3x8 11 { 5-8-8 10-10-0 y t 5-8-8 . 5-1-8 Plate Offsets(X,Y)-- 2:0-2-8,Ed e,[4:0-0-0,0-1-141, 4:0-2-11,Ed e • • • . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/ -• • PLAM:• GRIP • TCLL' 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.04 4-5 >999 240100so MT20D• • 244/49 r• TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vert(TL) - • _0.07 4-5 >999 18(b • • .. . ...f lCt•.•'" Y BCLL- 0.0 Rep Stress Incr YES` W'­._ B 0.05 Horz(TL) 0.02 4 ri/a nla•. • . • , a BCDL� 10.0 Code FBC2014ITP12007 (Matrix) • • Weiollt•4efb FT•�40see . •.••• • • •0000 LUMBER-. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shd'MrT�directly aaIllie>abr 5-6-48C•;• BOT CHORD 2x4 SP No.2 purlins. •••••• • WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly appTledor 8-5.7 oc t►racing. WEDGE MiTek recommendts th ntabilizet's and requiredo . Right:2x4 SP No.2, cross bracing be ilistal�ed.duringlrrr>is erection,in ^` i { accordance with Stabilizer Installation' e. REACTIONS. (Ib/size) 2=798/0-8-0 (min.0-1-8),4=534/0-8-0 (min.0-1-8) n' Max Horz 2=58(LC 4) � ,$ Max Uplift2=-690(LC 4);4=-381(LC 5) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. r TOP CHORD 276=-896/538,6-7=-824/544,3-7==806/555,3-8=-796/573,8-9=-817/564, > ` 4-9=-897/562 BOT CHORD 2-5=-423/758,4-5=-423/758 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0711-7 to 5-8-8, Exterior(2)5-8-8 to 8-8-8; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus O degree rotation about its center. - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 690 Ib uplift at joint 2 and 381 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Q� l�l�, si fJ tiaa if y� •t; - - m4m FA CPA I mm Y '09 X 391 I �.r'.OE HIMI,FLORI13a 33 5 ial•t3®S1e62.a�23�a' F>�•ta�t153-dB�9 . MAY 12 2017 Job Truss Truss Type Qty Ply AO041981. 4-19-17 T13 ROOF TRUSS 2 1 . Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 Page.1 . ID:NZYgltnTcjslAhFUNnGW11zHCiU-URum_N76aKJwT6EknpHlhixSX0u9vsoOajEVmXszGtw1 ,' 2-0-0 4-8-15 8-8-8 12-8-1 17-5-0 2-0-0 4-8-15 3-11-9 3-11-9 4-8-15 Scale:3/8"=1' 4x4— 4 4.00 rl2 s 2x4 9 10 2x4 3 5 T 11 1 2 8 1 6 3 o: I 7 w 4x5= 3x8= 4x5 g i 8-8-8 17-8-0 x 8-8-8 8-&8 Plate Offsets X,Y- 2:0-2-7,Ed e, 6'0-277,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d••• • PLAJES•• GRIP •• TOLL' 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.10 6-7 >999 24C*•• • MT20••• e 244/*90b 4+..• TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.31 6-7 >643 180.0:be . .. BCLL 0.0 Re -Stress lncr ' YES....,.. . . WB 0.19'. Horz TC 0:06 6 n/a N c:•+�rrs = f Rep ( ) a.•• • • • + BCDL 10.0 Code FBC2014/TPI2007 (Matrix) •••• • Weil "lb FIS.( .;^ r LUMBER- BRACING- •••••• • • ••.•• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood'sheAfi'rig directly alried Sr 3-8-2N"•;';> „A BOT CHORD 2x4 SP No.2 purlins. .••... . • WEBS 2x4 SP No:2 BOT CHORD Rigid ceiling directly;ppliec:or 6-0-1 oc bracing. ....:. F MiTek recommends that413tabilizers and requirede cross bracing be ir%419d during V"erection,is so*• accordance with Stabilizer Installation e. REACTIONS. (Ib/size) 6=906/0-8-0 (min.0-1-8),2=1151/0-8-0 (min.0-1=8) Max Horz2=75(LC 4) '? .{ Max Uplift6=-492(LC 5),2=-80.0(LC 4) FORCES. (lb),Max.Comp./Max.Tena-All forces 250(lb)or less except when shown. r F TOP CHORD 2-8=-1956/1011,3-8=-1886/1024,3=9=-1468/731,4-9=-1407/740, 4-10=-1407/760,5-10=-1472/748,5-11=-1933/1071,6-11=-2013/1064 BOT CHORD 2-7=-894/1769,6-7=-928/1852 j WEBS 4-7=-193/533,5-7=-587/438,3-7=-503/385 3 s NOTES- I 1)Unbalanced roof live loads have been considered for this design.. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 8-8-8, Exterior(2)8-8-8 to 11-8-8; I' x Lumber DOL=1.60 plate grip DOL=1'.60 - 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 492 Ib uplift at joint 6 and 800 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard MUTM som FA 1229 9 3qt=�'iENME MINI,FLORIDA 33M UL-(W)262.6225' PAX-(30252.2014 MAY 12 2017 Job Truss Truss Type Qty Ply ' 4-19-17 T2 ROOF TRUSS 1 A0041982 Job Reference(optional) 7.630 s Jul.9 2015 MiTek Industries,Inc. Sat May 13 16:09:15 2017 Page 1* . I D:NZYg 1 tnTcjslAhFUNnG W 11 zHCiU-3sCdk63i 10YuFm?C891_4Jq?FhAHfMD81 GH6wXzGtW1 -2-0-0 5-1-8 6 6-8 7-11-8 13-1-0 2-0-0 5 1-8 1-5 0 _ 1-5-0 5-1-8 Scale=1:24.7 44= 3x4 4 3x4 4.00F1_2 3 5 11 12 T2 10 T1 1 2VVI 2 6 i 61 1 �0 9 8 7 I 4x10 3x6 II 3x8= 3x6 11 4x10 7-11-8 13-1-0 5'1-8 -0 Plate Offsets(X,Y)-- [2:0-3-14,0-2-51, [6:0-3-14,0-2-51,[7:0-4-4,0-1-81, 9:0-4-4,0-1-8 - LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d••• • PLAJI 8 GRIP •., . TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.17 8-9 >893 2409•o • MT200• • 244}190.0 o TCDD 15.0 Lumber DOL 1.33 BC 0.65 Vert(TL) -0.28 6-7 >525 1800•• • • • , ' BCLL� -0.0 Rep Stress lnct NO WB 0.52 Horz(TL) 0:06 6 n/a n/a•. • . � , ti BCDL' 10.0 Code FBC2014/TP12007 (Matrix) • • WeiQtft:o 32•Ib FT--•va LUMBER- BRACING- •••••• • • ••••• TOP CHORD 2x4 SP Not TOP CHORD Structural wood shWhirfgodirectly atMiiedar 3-1-9`(f1c ' BOT CHORD. 2x6 SYP SS purlins. 000000 • . • WEBS 2x4 SP No.2BOT CHORD Rigid ceiling directly4applied:or 6-10►5 ocbracing. •••.:. REACTIONS. (Ib/size) 6=4964/0-8-0 (min.0-2-15),2=3828/0-8-0 (min.0-2-4) • • ' :••••: Max Horz 2=81(LC 4) •�� { { Max Uplift6=-3472(LC 5),2=-2828(LC 4). FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-9540/6678, 10-11=-9452/6687,3-11=-9445/6691,3-4=-8093/5744, 4-5=-8114/5769,5-12=-9883/6940,6-12=-9964/6932 BOT CHORD 2-9=-6241/8929,8-9=-624.1/8929,7-8=-6469/9366,6-7=-6469/9366 WEBS 4-8=-3506/4878,5-8=-2615/1814,5-7=-1589/2408,3-8=-1941/1451, 3-9=-1302/1920 1 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: i Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. i 2)All loads are considered equally applied to all plies,except if noted as front(F).or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;Cat. 11; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, 1nterior(1)0-11-7 to 6-6-8, Exterior(2)6-6-8 to 9-6-8; Lumber DOL=1.60 plate grip DOL=1.60 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent it live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of witt stand 2828 Ib uplift at joint 2. 8)Girder carries tie-in span(s):26-3-0 from 5-1-8 to 13-1-0 9)"Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the 3n i esign of this trj;,10R41 j Continued on page 2 FE M643 .CA Iva 1110 8�!39th��,"hl,�tl,�LG�dIDA 33t�5 - ill.-f3�)a62.�215' FAX•t3�}251.2b1$ _ MAY 12 2017 Job Truss Truss Type Qty Ply A0041982 4-19-17 T2 ROOF TRUSS 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:15 2017 Page 2 .- ID:NZYg1 tnTcjslAhFUNnGW11zHCiU-3sCdk63i1 OYuFm?C891_4Jq?FhAHfMD81 GH6wXzGtWI NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2267 Ib down and 1689 Ib up at 5-1-8 on bottom chord. The design/selection of such connection device(s)is theresponsibility of others. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=.1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-4=-90,4-6=-90,2-9=-20,6-9=-669(F=-649) Concentrated Loads(lb) Vert:9=-2267(F) i • • .Y i i J F I � R; • S:.JU-�L ppd�i��pp67��►���e I gDq�,11pp. 6i�r,/U -1:JLLt�1(� . VlAV6�i3'll'•f e 7 I�. .... M 22-6•15 .CA MOD 7119 82 3WEylAMI,FLMDA 3315 M-(W)262.6225' FAX-(*)2v2-d019 MAY 12 2017 Job Truss Truss Type Qty Ply A0041983. 4-19-17 T3 ROOF TRUSS 1 2 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:15 2017 Page 1` 1D:NZYg 1 tnTcjs1AhF0Nn G W11 zHCiU-3sCdk63i t OYu Fm?C891_4Jgznh7yfJd81 GH6wXzGtWI 2-0-0 , 48-15 , 8-8-8 12-5-0 17-6-4 22-5-12 27-7-0 2 48 15 3 11-9 3 8 8 5-1 4 4-11-8 5-1 4 Scale=1:52.0 5x6= 4.00 F12 4 4x5 = 3x10= 5x6= 3x8 = 2x4 16 3 517 6 7 18 8 TA 2 15 d N 01 3x5= 14 13 12 11 10 9 3x4— 5x12 MT20HS— 2x4 11 5x10= 3x5 11 4x8= 6-7-3 12-5 0 17-6-4 22-5 12 27-7-0 6-7-3 5-9 13 5-1-4 4-11.8 5-1-4 Plate Offsets(X Y)-- [2:0-2-8 Edge] [5:0-2-4,0-2-41,[7:0-3-0,0-3-01,[9:0-3-0,0-1-81,[10:0-5-0,0-2-12], [13:0-3-0,0-2-0] •••• LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) I/defl LL• : PLAT;I;•• GRIP . . TCLL 30.0 Plate Grip DOL 1.33. TC 0:96 Vert(LL) '0.55 11-13 >588 24N.w . MT2% ; 244�W,;,. TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -1.06 11-13 >307 180 • MT20HS 187/143 BCLL 0.0 Rep-Stress Ind NO WB '075 Horz(TL) 0.14 9 n/a n�a :•• BCDL 10.0 Code FBC2014/TP12007 (Matrix) • • Weiot;t.2(Ulb F;=0%* LUMBER- BRACING- .•..•. . • •.:••�. s TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheelhiVairectly applieJ,:exceptwxl,.. BOT CHORD 2x4 SP M 30 verticals. ...... . ,' :' WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directI)PapIAe4 or 6-2:1 oc bracing.• !b• W6:2x6 SYP No.2 •••••• REACTIONS. (Ib/size) 9=2755/0-3-8 (min.0-1-10),2=2266/0-8-0 (min.0-1-8) •' • "' • • • Max Horz 2=189(LC 4) •• Max Uplift9=-1618(LC 5),2=-1443(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-5157/2816,3-15=-5076/2829,3-16=-4921/2722,4-16=-4881/2732, 4-17=-10477/5977,5-17=-10508/5967,5-6=-9632/5452,6-7 6859/3989, 7-18=-6832/3970,8-18=-6832/3970,8-9=-2646/1598` BOT CHORD 2-14=-2729/4763, 13-14=-2520/4452, 12-13=-6415110993, 11-12=-6415/10993, 10-11=-6415/10993 WEBS 4-14=-84/346,4=13=-3965/6906,5-13=-3651/2139,6-13=-1652/1018, 6-11=-767/1314,6-10=4374/2567,7-10=-741/530,8-10=-4088/7045 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. - Bottom chords connected as follows:2x4-1 row at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for.this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5. Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 8-8 8, 8-8-8 to 11-8-8, Interior(l)12-5-0 to 27-5-4; Lumber DOL=1.60 plate grip DOL=1.60 @P0�d " M. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. caw, a FA 7)Plates checked for a plus or minus 0 degree rotation about its center. f S T4s N. ".. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 'it In live loads. G 13 � Continued on page 2 CA 1110 5913%TEWCE MIMI,FLCRIM3315. ��-t3�,�a>?2.�aa�• Fvc•f��tasa•a®ia MAY 12 2017 Job Truss Truss Type Qty Ply A0041983. 4-19 17 T3 ROOF TRUSS 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:15 2017 Page 2 ID:NZYgltnTcjslAhFUNnGWl lzHCiU-3sCdk63il OYuFm?C891_4Jgznh7yfJd81 GH6wXzGtWINOTES- 9)Provide mechanical connection(by o)hers)of truss to bearing plate capable of withstanding 1618 Ib uplift at joint 9 and 1443 Ib uplift at joint 2. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1189 Ib down and 796 Ib up at 17-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard ,1) Dead+Roof Live(balanced):Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) .Vert: 1-4=-90,4-5=-90,5-6=-90,6-8=-143(F=-52),2-11=-20,9-11.=-32(F=-12) Concentrated Loads(lb) • Vert: 11=-1189(F) i 0000 • • 0000• 0000.•: •• • 0000 • • 0000•• .• • 0000•• 0000^ • • �r 0000 • . • • • • 00.00• `^ see* • ••••• 4 0000•• • •" ••••• I '•• •• i •• •• 0000•• _ ' 0000•• i • • Kra 0000•• • • • • 0000•• if I t 'I • t l CA!OMMWL 1120 82 391h TEi MIAMI,FLN,lDk331B Ta-(us)at;2.622D. FAx•(30)263-2014 MAY 12 2017 Job' Truss Truss Type Qty Ply A0041984 4-19-17 T4 ROOF TRUSS 2 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc.•Sat May 13 16:09:15 2017 Page 1 ID:NZYgitnTcjs[AhFUNinGWl l zHCiU-3sCdk63il OYuFM?C89l-4Jq?1 h5yfH181 GH6wXzGtWI'. 2y-60:00- 6-11-7 13-1-8 19-3-9 26-3-0 6-11-7 6-2-1 6-2-1 6-11-7 Scale=1:47.3 4.00 F12 4x4= 5 3x4 4x4 13 14 3x4 3 4 6 I ` I 15 2 12 2 7 01 Iv 4x6= 11 10 9 _ 8 2x4 11 44= 2x4 I ! 4x6= I - '3x8= 6.11-7 13-1-8 19-3-9 26-3-0 i 6-11-7 6 2-1 8-2-1 6.1 1-7 Plate Offsets(X,Y)-- [4:0-2-0,Edgel see* LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d• • PLAjES;•. GRIP. •� `° TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) -0.20 9-11 >999 240 •• • MT2000 • 24411'917." TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.48 9-11 >643 180.•: • • • . BCLL 0.0 Rep Stress Incr YES WB 0.85 HdrZ(TL) 0:16 7 n%a n/a.•, • ;'•`•;" BCDL 10.0 Code FBC2014/TPI2007 (Matrix) •••• • WeiCI?t*f"Ib Fl"(r/p LUMBER- BRACING- •••••• • • •••.• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood she'afiirRfdirectly aieQ.• •••';• BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly4a�por 2-2-0 oc4bracing. •� WEBS 2x4 SP No.2 MiTek recommends that cAabilizetw4rpuire cross bracing be installed during t►uss erection, accordance.with Stb IeCinstallatior quide. ••••- REACTIONS. (Ib/size) 7=1397/0-8-0 (min.0-1-10),2=1631/0-8-0 (min.0-1-15) •• „} Max Horz2=75(LC 4) s Max Uplift7=-706(LC 5),2=-1000(LC 4) a FORCES. (lb)-Max.Comp:/Max.Ten.-All forces 250(lb)or less except when shown. q TOP CHORD ,2-12=-3280/1488,3-12 3261/1511,3-4=-2265/1111,4-13=-2251/1121, { 5-13=-2169/1130,5-14=-2169/1152,6=14=-2267/1135,6-15 3265/1575, 7-15=-3356/1562 BOT CHORD 2-11=-1335/2999, 10-11=-1335/2999,9-10=-133.5/2999,8-9=-1376/3078, 1 7-8=-1376/3078 WEBS 5-9=-346/875,6=9=-1135/593,6-8=0/277,3-9=-1049/549,3-11=0/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=15ft;Cat.II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 13-1-8, Exterior(2) 13-1-8 to 16-1-8; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 706 Ib uplift at joint 7 and 1000 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard evv. FA - C smaipuL F 1220 89 3*'11Aqd.C3u:MIMI,flMI) 33156 ,9L-(W)262.6225• W-f3 1 T62•d®49 MAY 12 2017 Job Truss Truss Type Qty Ply A004198_ 4-19717 T4A ROOF TRUSS 4 - 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:15 2017 Page 1 ID:NZYg l tnTcjslAhFU NnG W l l zHCi U-3sCdk63i 10YuFm?C891_4Jq 10h8zfl381 GH6wXzGtWI_ -2-0-0 6-11-7 13-1-8 19-3-9 26-3-0 28-3-0 2-0-0 6-11-7 6-2-1 6-2-1 6-11-7 Scale=1:49.3 4.00F1_2 44= t 3x4 5 3x43x4 15 L11 3x4 3 4 6 7 14 1 2 I 17 8 0 1Hi 9 14. 3x6= 13 12 11 10 3x6 2x4 11 4x4= 2x4 I I 3x8 d , 1 6-11-7 13-1-8 _ 19-3-9 26-3-0 6-11-7 6-2-1 6-2-1 6-11-7 Plate Offsets(X,Y)-- [2:0-3-0,Edge] [8:0-3-0 Edge] I •••• i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLAi�J••• GRID•0 0�• TCLL 30.0 Plate Grip DOL 1.33. TC 0:73 Vert(LL) -0.20 11-13 >999 24D . . MT20 244/190 • TCDL -15.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.47 11-13 >659 180•• ' BCLL 0.0 Rep Stress Incr - YES (Matrix)78 Horz TL) 0:15 8 n/a n/e • g BC'DL .10.0 Code FBC2014/TPI2007 ( I ' •••••• Weight: Fii�0i7w ': 4 LUMBER- BRACING- • • •••••• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathin•q directly applied or 2-3-9.0pe,,•• BOT CHORD 2x4 SP No.2 purlins. 00: •• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly lipplIet or 5-3-4 ELr bracing. •••':• MiTek recommendl Fal Slabilizers,and required • cross bracing be installed during t:46 @jwtion,0•••• accordance with Stabilizer Installation guide. • 4 REACTIONS. (Ib/size) 2=1621/0-8-0 (min.0-1-15),8=1621/0-8-0 (min.-0-1-15) .. . 000 . Max Horz2=-40(LC 5) ••0 Max Uplift2=-995(LC 4),8=-995(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2=14=-3249/1422,3-14=-3231/1444,3-4=-2238/1069,4-15=-2224/1079, 5-15=-2142/1088,5-16=-2142/1088,6-16=-2224/1079,6-7=-2238/1069, 7-17=-3231/1444,8-17=-3249/1422 BOT CHORD 2-13=-1200/2970, 12-13=-1200/2970, 11-12=-1200/2970, 10-11=-1239/2970, G 8-10=-1239/2970 WEBS 5-11=-293/851,7-11=-1048/542,7-10=0/267,3-11=-1048/543,3-13=0/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 13-1-8, Exterior(2)13-1-8 to 16-1-8; Lumber DOL=1.60 plate grip DOL=1.60 1 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,a 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 995 Ib uplift at joint 2 and 995 Ib uplift at joint 8. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the LOAD CASE(S) Standard o�� ��• for&M =! Mum mmmPA. 7110 9ttt 3911 i�; fti�li,FLL�i1DA 33br - M-f W)262.6M PAX-(30)251.2014 MAY 12 2017 Job Truss Truss Type Qty Ply A0041986 4-19-17 T46 ROOF TRUSS 2 1 Job Reference(optional) a 7.630 s Jul .9 2015 MiTek Industries,Inc. Sat May 13 16:09:16 2017 Pagel. . ID:NZYgltnTcjslAhFONnGWllzHCiU-Y2m?yS4KohgltwaOisGDdWM9j5R6OkGHFwOfSzzGtWH . 611-7 13-1-8 19-3-9 26-3-0 6-11-7 6-2-1 6-2-1 611-7 i Scale=1:44.0 4x4= 4.00 F12 3 11 . 12 3x4 3x4 2 4.' 10 13 t I - 1 5 o jv 3x6= 9 8 7 6 3x6= . . o 2x4 11 44= 2x4 I I 3x8= 6-11-7 13-1-8 19-3-9 263-0 611-7 62-1 - 62-1 6-11-7 Plate Offsets(X Y)-- [1:0-3-0 Edge],[5:0-3-0 Edge] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) 'I/def] L/d PLAA%*•• GRIP TCLL 30.0 . Plate Grip DOL 1.33 TC 0.88 Vert(LL) -0.20 7 >999 24D MT20'"' 24T90':' TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(TL) -0.47 7-9 >649 180'• • •••• • BCLL` 0.0 Rep Stress lncr YES WB 0.85 Horz(TL) 0:16 5 n/a nib • •• •••• • BCDL 10.0 Code FBC2014/TPI2007 (Matrix) ...: . Weight:411 Ib FT=0%0 ••.•0w' LUMBER- BRACING- •Soso •••• 00000• • • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheaViro directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlycM}igaor 2-2,p oc br:cing. *00-- WEBS 2x4 SP No.2 MiTek recommen s that Stabilizers an require - cross bracing be it"41t>aruring truss'erection,in '.. accordance.with Stab ilizel•Insta]I ' de. ••••• REACTIONS. (Ib/size) 1=1407/0-.8-0 (min.0-1-11),5=1407/0-8-0 (min.0-1-11) . • - Max Horzl=-2(LC5) • • • •••••• Max Upliftl=-711(LC 4),5=-711(LC 5) • •••• • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-3387/1579,2-10==3296/1591,2-11=-2294/1150,3-11=-2196/1167, 3-.12=-2196/1167,4-12=-2294/1150,4-13=-3296/1591,5-13=-3387/1579 BOT CHORD 1-9=-1394/3107,8-9=-1394/3107,7-8=-1394/3107;6-7=-1395/3107, 5-6=-1395/3107 WEBS 3-7=-359/899,4-7=-1137/596,4-6=0/278,2-7=-1137/596,2-9=0/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-4-0 to 3-4-0, Interior(1)3-4-0 to 13-1-8, Exterior(2)13-1-8 to 16-1-8; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 711 Ib uplift at joint 1 and 711 Ib uplift at joint 5. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WaTwa etmmFA Ft 22�6v3 .CA A 2 7119 8SU 39ti1'fE kGs" MIAMI,FLc%DA 33rh i�L•t3�)?G2.��29' FAK•t3 rpg)aS�•3D}4 - ' MAY 12 2017 M Job Truss Truss Type Qty Ply r F A0041987. " 4-19-17 T5 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:16 2017 Page 1' ID:NZ gltnTcjs1AhFUNnGW11zHCiU-Y2m?yS4KohgltwaOisGDdWM7G5SXOoBHFwOfSzzGtWH .-. -2-0-0 4 4-15 8 0-8 9 4-8 10 5-Q 16-0-8 21-8 0 27-7-0 J 2-0.0 4-4 15 3-7-9 1-4-0 1-0-8 5-7-8 5-7-8 5 11-0 t Scale=1:52.0 i 4x4= 3x8— 4.00 12 4x8 48= 2x4 11 3x4= 3x4 11 4 5 6 7 8 9 19 10 2x4 3 00 1 o 2 1 g `� �I 1 0 3x6= 17 16 15 14 13 12 11 3x8= 2x4 II 5x6 WB—_ 3x8= 2x4 II 5x6 3x4 3 8-0.8 9 4-8 ,10-5 Q 16-0.8 21-8-0 2 B-0-8 1-4-0 1-0.8 5-7-8 5-7-8 511-0 Plate Offsets(X Y)-- [2'0-3-0 Edgej [5:0-5-4,0-2-01,[6:0-5-4,0-2-01,[11:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLAJES••• GRIP . TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) -0.33 13-15 >999 240 P MT20D••• 2440'F90*••, TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.75 13-15 >432 18%.• : .... BCLL 0.0 Rep Stress Ind YES WB 0.60 Horz(TL) 0.18 11 n/a n4i96, . .. . ....... BCDL 10.0 Code FBC2014/TP12007 (Matrix) • 0 • Weight: 146 Ib 171 0%. LUMBER- BRACING- .••••. :•.•:• cs TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea"directly/applied, excepl er1tf'•• BOT CHORD 2x4 SP No.2 verticals. •••••• • ••••• WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly ap%%eor 4-3-%wc Acing. ...... .a OTHERS 2x4 SP No.2 WEBS . 1 Row at midpt • •J;11 MiTek recommen th t abilizejs anclrequired6.... cross bracing be irjstalle�during:8sV&8ction, it accordance with Slabiliceiolnstallation guide. ••••• REACTIONS. (Ib/size) 11=1481/0-8-0 (min.0-1-12),2=1714/0-8-0 (min.0-2-0) • - Max Horz 2=261(LC •• Max Uplift11=-753(LC 5),2=-1030(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP'CHORD 2-1.8=-3544/1621,3-18=-3472/1633,3-4=-3205/1465,4-5=-3028/1443, 5-6=-3338/1622,6-7=-4196/2033,7-8=-4196/2033,8-9=-4196/2033 BOT CHORD 2-17=-1623/3253, 16-17=-1553/3210,.15-16=-1891/3940, 14-15=-1888/3947, 13-14=-1888/3947, 12-13=-1439/2936, 11-12=71439/2936 WEBS 3-17=-361/232,4-17=-274/718,5-17=-526/388,5-16=-871/1471, 6-16=-1809/857,6-13=-181/420,7-13=-527/371,9-13=-646/1368, 9-11=-3099/1513 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 27-5-4; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)The solid section of the plate is required to be placed over the splice line at joint(s)14. 5) Plate(s)at joint(s)4,5,6,8, 10, 11,2, 17,3, 16, 15,7, 13, 12 and 9 checked for a about its center. . 6)Plate(s)at joint(s) 14 checked for a plus or minus 3 degree rotation about its cente . 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent it 'n live loads. 1 , BOM � 8)Provide mechanical connection(by others)of truss to bearing plate capable of wit st i Ib uplift atj *T and 1030 Ib uplift at joint 2. CML/81=RX &JROarigWa�il�reaks with fixed heels"Member end fixity model was used in the n esign of thifoLpj-5CA MS$R 1120 52 3%h TE" XE MIAMI,FILMI©A 33r* Nam i�t.•(�)?b2��9' FrUc•f3�)152•dD49 i MAY 12 2W Job Truss Truss Type Qty Ply A0041987 4-19-17 T5 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:16 2017 Page 2" I D:NZYg 1 tnTcjslAh FUNnGW11 zHCiU-Y2m?yS4KohgltwaOisGDd WM7G5SX0oBHFwOfSzzGtWH { LOAD CASE(S) Standard r I i h . 0000 • • • 0000• 0000•• - •• • 0000 • 0000•• •• • ••�•�• ' • 000000 • • • ' •••6•• ,. 6000 . • • • • 0 0 *0:00: • 0 00000. • • • ••4 0•• •• •• 60006• • • • • • • • • • 000000 . 0000•• _ • • • • • 000• • • •••••e •• • hw/Y � WSw.�. EP bi�.W �F!+��iZ1Y�Y ... cur,wa e . � 1279 SA 3%1E�MI tl,fl IpA 3305 i�•c3��afra.�aa� Pic•t��tasaao�a MAY 12 2017 Job, Truss Truss Type Qty Ply A0041988 4-19-17 T6 ROOF TRUSS 1 1 Job Reference(optional) ; 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:16 2017 Page 1 ID:NZYg 1 tnTcjslAhFU NnG W11 zHCiU-Y2m?yS4KohgltwaOisGDdWM9C5RyOprHFwOfSzzGtWH.: 2-0-0 6-3-0 7-7-010-1-8 15-10-3 21-6-13 27-7-0 2-0-0 6-3-0 1 4-0 , 2-6-8 5-8-11 5-8-11 6-0-3 Scale=1:52:0 4x4= 3x4= 3x4='3x5= 3x4 II 4.00 FiT 4x8= 4x4= 5 6 7 8 17 9 14 15 3 4 5 t 2 16 I i O1 3x6= 15 14 13 12 11 10 2x4 11 3x8= 4x4= 3x4= 5x6= a 3x4= i , 6-3-0 7-1-47-0 10-1-8 18-8-8 27-7-0 6-3-0 0 2-6 8 8-7-0 8-10-8 Plate Offsets(X,Y)-- [2:0-3-0,Edge],.[3:0-5-4,0-2-0] [10:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES••• GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) =0.24 11-13 >999 2,; MT20•••• 244?f9t';' TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.63 11-13 >514 180•• • .99:e, BCLL 00 Rep Stress lnci YES WB' 0.56 H6rz(TL) 0.16 10 n/a n/ae s' • •• 0*. BCDL 10.0 Code FBC2014/TP12007 (Matrix) Goo:* • Weight` 137 Ib F==0% LUMBER- BRACING- •••••• :•••:• •�. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-(foo - BOT CHORD 2x4 SP No.2 purlins, except end V84ie3l$. ,• ; '•••' WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling direct)yepd or 1-4-12Ocbracing. •••• • � WEBS. 1 Row atmidpt ••••6.10 • - MiTek recommends that Stabilizers andaequired••••• cross bracing be installed during tsuss erection,it accordance with S "i2er Install u' e. REACTIONS. (Ib/size) 10=1481/0-8-0 (mina 0-1-12),2=.1714/0-8-0 (min.0-2-0) • • � z Max Horz2=300(LC 4) .. ; l Max Uplift10=-757(LC 5),2=-1028(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250.(Ib)or less except when shown. y TOP CHORD 2-16=-3504/1531,3-16=-3404/1549,3-4=-3544/1684,4-5=-3300/1549, 5-6=-3151/1516,6-7=-2939/1384,7-8=-2939/1384 BOT CHORD 2-15=-1568/3204, 14-15=-1565/3215, 13-14=-1761/3591, 12-13=-1667/3351, 11-12=-1667/3351, 10-11=-1198/2350 WEBS 3-15=0/311,3-14=-472/674,4-14=-688/330,4-13=-601/326, 5-13=-221/638,6-11=-595/408,8-11=-269/850,8-10=-2568/1318 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; - Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 27-5-4; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 757 lb uplift at joint 10 and 1028 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model_was used in the an et"ti' wqM3�� LOADCASE(S) Standard FA - 1110 8-!391 TEWACE MIAMI,FLORIDA•3356 TEL-(39a)262.622a- PAX.f3rP5)263•d014 MAY 12 2017 Job Truss Truss Type Qty Ply A0041980 4-19-17 T7 ROOF TRUSS 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:16 2017 Page 1:. I D:NZYg 1 tnTcjslAhFUNnG W11 zHCiU-Y2m?yS4KohgltwaOisGDd WMBX5S90rkHFwOfSzzGtWH -2-104-3-0 5-7-0 12-1-8 16-9-8 21-9-9 27-7-0 2-0-0 43-0 1-4-0 6-6-8 48-0 5-0-1 5-0-7 " Scale=1:51.6 4x5= 4x8= 5 614 i 4.00 12 48 = 44= 3x4 7 3 v 16 M- - , 2 1 8 Ri 0 1 Iv d.. 3x6= 14 13 12 11 10 9 3x6= 2x4 11 4x4 = 3x4= 2x4 I I 3x4= 48= 430 5 7-0 12-1-8 16-9-821-9-9 27-7 0 4-30 1 4 0 6-6-8 48-0 5-0-1 5-9-7 Plate Offsets(X,Y)-- [2:0-3-0 Edgel,[3:0-5-4 0-2-0] [4:0-2-0,0-2-41, [6:0-5-4,0-2-01,[8'0-3-0 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLAA'ES • GRlP' ' TCLL 30.0 Plate Grip DOL 1.33 TC 0.70Vert(LL) -0.25 12-13 >999 243 • • MT2fj 244/fi90: 1 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(TL) -0.61 12-13 >530 18(?• • **:so :•• BCLL 0.0 Rep Stress Incr YES WB 0.44 Hda(TL) 0.17 8 n/a n044 • g•• • BCDL 10.0 Code FBC2014/TP12007 (Matrix) •••• • Weight:431 Ib FT: BRACING LUMBER- *sees* - •••••• a . TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood shed thin Directly applied pr 2-3-O�Q� • T3:2x4 SPM 30 purlins. • • • - BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly-4pflu#d or 2-2-0•o'b b�dcing. •••':' B1:2x4 SP M 30 WEBS. 1 Row at midpt :••:4V 2 r • • WEBS 2x4 SP No.2 MiTek recommends that Stabilize require cross bracing be accordance with Stabilinstalled during ttuss erection, iC1 • REACTIONS. (Ib/size) 8=1471/0-8-0 (min.0-1-12),2=1.704/0-8-0 (min. 0-2-0) opguide.�• ;j Max Horz 2=102(LC 4) _ Max Uplift8=-716(LC 5),2=-1013(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-3483/1506,3-15=-3406/1517,3-4=-4110/1847,4-5=-2947/1340, 5-6=-2724/1337,6-7=-2809/1313,7-16=-3558/1648,8-16=-3649/1638 BOT CHORD 2-14=-1329/3192, 13-14=-1328/3188, 12-13=-1777/4212, 11-12=-1020/2605, 10-11=-1020/2605,9-10=-1458/3361,8-9=-1458/3361 WEBS 3-13 734/1460,4-13='-1026/589,4-12=-1537/731,5-12=-72/400, t 6-12=-120/358,6-10=-122/384,7-10=-844/474 NOTES- 1)Unbalanced roof live loads have been considered for this design. S 2)Wind:ASCE 7-10;Vult=175mph(3-sec6nd gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 27-3-0; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 3 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of wit 1013 Ib uplift at joint 2. - 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the a Is a LOAD CASE(S) Standard CMTWS etom CML/81PLITMI : 71?®9.tt 3911 i�;:'r'..�Cy hIA�[I,�L4,�IDA33b5 .- SQL-f3�1 a62.b33a• FAX•f3�f 3b3•d(�14 - MAY 12 2017 Job Truss Truss Type Qt Ply Y A0041990. 4-19-17 T8 ROOF TRUSS 1 1 Job Reference o tional 7.630 s Jul 9 2015 MiTek Industries;Inc. Sat May 13 16:09:17 2017 Page 1 ID:NZYgltnTcjslAhFUNnGWllzHCiU-OFK09n5yZ?ocU49aGanS9kvlDVnz7BBRUamD_QzGtWG ..: -2-0-0 212N-9 8-10-4 14-1-8 1 -9 20-9-9 27-7-0 2-0-0 2-3-0 1-4-0 5-3-4 5-3-4 8- 6-0.1 6-9-7r Scale=1:51.6`. 44=4x4= 6 7 3x4 3x4 4.00 12 8 48=44= �. .. ': 3 17 2 16 v 9 0 15 14 13 12 11 10 3x8= 3x6= 2x4 II 44= 5x12= 2x4 II 3x5 = 3x4=. 2-3-0 3-7-08-10 4 14-1-8 1 20-9-9 27-7-0 2-3 0 1 4 0 5-3-4 5-3-4 8 6-0-1 6-9.7 Plate Offsets(X Y)— [2:0-4-0 Edge] [3:0-6-0,0-2-0],[9.0-3-0 Edge] [12:0-6-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLAW • GRIP . TCLL' 30.0 Plate Grip DOL 1.33 TC 0:96 Vert(LL) -0.27 13-14 >999 242 •. MT20•••' 24411JQ TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -0.64 13-14 >510 180•• • 90:0, • BCLL 0.0 Rep-Stress Incr NO .... WB 0.87 Hda(TL) GA 9 n/a n/a•• ,• •. ••..: BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:134 Ib FT•=0% g ••.•••• , LUMBER- BRACING-BRACING- • :•••:• • • u TOP CHORD 2x4 SP No.2*Except* 40 j TOP CHORD Structural wood sheatf[1ldirectly applied. �: • ti T5:2x4 SP M 30 BOT CHORD Rigid ceiling directly Sppli6Q:r 4-9-. *oc bracing. •''•' BOT CHORD 2x4 SPM 30 MiTek recommends'tha tabilizers nd required WEBS 2x4 SP No.2 cross bracing be ingtalf le*ring truss drection,in accordance with Stabilizer installation e. 0000 • I REACTIONS. (Ib/size) 9=1493/Mechanical,2=1860/0-8-0 (min.0-2-3) . j Max Horz 2=1 03(LC 4) . 0% 606 ••••0 Max Uplift9=-713(LC 5),2=-1076(LC 4) - 00 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-3523/1571,3-16=-3464/1576,3-4=-5009/2227,4-5=-3806/1677, 9i 5-6=-2575/1186,6-7=-2381/1177,7-8=-2590/1183,8-17=-3630/1632, 9-17=-3719/1619 BOT CHORD 2-15= -1381/3194, 14-15=-1396/3211, 13-14=-2256/5233, 12-13=-1454/3570, I 11-12=-862/2381, 10-11=-1437/3431,9-10=-1437/3431 a WEBS 3-14=-1029/2162,4-14=-1237/629,4-13=-1682/811,5-13=-87/426, 5-12=-1336/663,6-12=-247/589,7-11=-188/521,8-11=-1179/621, 8-10=0/281 NOTES- 1)Unbalanced roof live loads have been considered for this design. { 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7, Interior(1)0-11-7 to 27-5-4; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. -4)The solid section of the plate is required to be placed over the splice line atjoint(s)12. j 5)Plate(s)at joint(s)3,4,6,7,9,2, 15, 14, 13,5, 11,8 and 10 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)12 checked for a plus or minus 3 degree rotation about its cente. '7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent it of iv@R�M(k(] M - 8)Refer to girder(s)for truss to truss connections. - 9)Provide mechanical connection(by others)of truss to bearing plate capable of with t in b uplift at 1076 Ib uplift at joint 2. CA d OTWb G1&it§80-bigioaobreaks with fixed heels"Member end fixity model was used in the a is n design of thnarg $3 1CA CA-%R 1119 9.�3�1 i�; ,C"Ihlt�ll,FLD[t{D4 33b5 - i`,ct•t3D�?a62 s�215' R4X•f'J�1351.3Db9 MAY 12 2017 Job Truss Truss Type Qty Ply A0041990. ,. , 4-19-17 T8 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul.9 2015 MiTek Industries,Inc. Sat May 13 16:09:17 2017 Page 2 - ID:NZYgltnTcjslAhFUNnGW11zHCiU-OFK09n5yZ?ocU49aGanS9kvlDVnz7BBRUamD_QzGtWG..>- NOTES- 11)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)158 Ib down and 106 Ib up at 2-3-0 on bottom . chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced): Lumber Increase=1.33, Plate Increase=1.33 . Uniform Loads(plf) Vert: 1-3=-90,3-4=-90,4-6=-90,6-7=-90,7-9=-90,2-9=-20 Concentrated Loads(lb) Vert: 15=-158(F) i Y • 0000 ••••••, •• i 0000 • 0.0.00 to • ••soot ' _ 0000•• t • • •. _ 0000•• ,:.I - • • 0000•• - . ••1• • 0000• 0000•• • • ••�••- - ' 0000•• • -• " • • :0 0 0:0 • • • 0000•• •• • ••• • • .. Y I t CML STRaWIL I { 1 1119 SA 3%h IEWC2 f IMI,FLDRIDOR*. TEL-(W)262.6285• FAX-(30232.2614 MAY 12 2017 i Job Truss Truss Type Qty Ply A0041991 4-19-17 T9 ROOF TRUSS 5 1 Job Reference(optional) 7.630 s Jul.9 2015 MiTek Industries,Inc. Sat May 13 16:09:17 2017 Page 1 ID:NZYg1tnTcjs1AhFUNnGW11zHCiU-OFK09n5yZ?ocU49aGanS9kvMGVun7NoRUamD_QZGtWG 2-0-0 6-6-8 13-1-0 15-1-0 2-0-0 6-6-8 6-6-8 2-0-0 Scale=1:28.0 4x4= 3 4.00 F12 8 9 7 1 T1 10 2 4 i 1 61 5. Io 6 3x5= 2x4 II 3x5= 6-6-8 13-1-0 -- 6-6-8 6-6-8 Plate Offsets(X Y)-- [2:0-2=8 Edge] [4:0-2-8 Edge] , LOADING (psf) SPACING- 2-070 CSI. DEFL: in (loc) I/defl Ud PLAy1'M • GRIP . TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.05 4-6 >999 2 0 MT2V••0 244114@••• TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(TL) -0.12 2-6 >999 1 0•• : .••• BCLL 0.0 Re Stress Incr YES.'....._ WB 0.06 Horz TL '0.02' 4 n/a • • • : .a.-:-:_._:'.. P ( ) ��•• • •. • 0000•• BCDL . 10.0 Code FBC2014/TP12007 (Matrix) ••• • Weight:49 Ib FT=0%• LUMBER- BRACING- 0000*• i•••0 • . TOP.CHORD 2x4 SP No.2 TOP CHORD Structural wood shedtM11Jdirectly•applied or4-7-1'b:•• BOTCHORD 2x4 SP No.2 purlins. 00.009 • 0 00000 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directl�*appiie�or 10-84ao4acing.•00000_ MiTek recommend,9thpb9tabilizers and required . •� I cross bracing be imstalffed:during truss erection,in.•••• accordance with abili r Install t c" de. REACTIONS. (Ib/size) 2=897/0-8-0 (min.0-1-8),4=897/0-8-0 (min.0-1-8) • • • ••0••• Max Horz2=-31(LC 5) �• ��0 • Max Uplift2=-717(LC 4),4=-717(LC 5) - FORCES. .(lb)-Max.Comp./Max.Ten.=All forces 250(lb)or less except when shown. s TOP CHORD 2-7=-1111/478,7-8=-1092/480,3-8=-1010/499,3-9=-1010/499, 9-10=-1014/480,4-10=-1111/480 BOT CHORD 2-6=-300/951,4-6=-300/951 WEBS 3-6=0/286 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. ll; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 6-6-8, Exterior(2)6-6-8 to 9-6-8; Lumber DOL=1.60 plate grip DOL=1:60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 717 ib uplift at joint 2 and 717 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard womd@. V& fwd - 1229 S2 3%'fFMACIE HIM,FLf;31Dk 33b5 TEL-002162.622D- PAX-001267-2014 1 MAY 12 2017 Job Truss Truss Type Qty Ply A0041992 4-19-17 V1 ROOFTRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 Page ID:NZYgltnTcjslAhFUNnGW11zHCiU=URuriN76aKJwT6EknpHlhixSiOuL srlajEVmXszGtWF. 1-2-8 .1-2-8 Scale=1:4.1 . 131 f 2 T .. R i 128 1-2-8 SPACING- 2-0-0 ; LOADING (psf) CSI. DEFL. in (loc) I/deft L/d PLATENS GRIP TCLL 30.0 Plate Grip DOL 0:90 TC 0.00 Vert(LL) n/a - n/a 999 • • • ••.i • Plate Metal DOL 090 TCDL 15.0 BC 0.01 Vert(TL) n/a - n/a 94 • • ,. :: 4. Lumber DOL .0.90 BCLL 0.0 WB 0.00 Horz(TL) 0.00 n/a n/a•• • . 0000 • Rep.Stress incr._.;..YES............ _ _ .. .. ._ • • a0.:.:. , BCDL 1'0:0 (Matrix) 0000 • VNeigh#� Ib• F-fomi ,b6 Code FBC2014/TPI2007 • LUMBER- BRACING- •••��• BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyfe 01i door 10-r beetacing.�••��• MiTek recommengj V �abilizers6and rgquired•,0„ cross bracing t inst l� during t�sse�qction ,i�.•r�• accordance with Sratilizer Installation ulde. • - , REACTIONS. (Ib/size) 2=8/1-2-8. (min.0-1-8), 1=8/1-2=8 (min.0-1-8) ••• •• ` „ Max Grav2=15(LC 3), 1=15(LC 3) • • • • • 9000•• •000.6 FORCES. (Ib)-Max. omp• en.- forces MC /Max.TAll f 250(lb) p or less except when shown. 6 • •.• •"6'• ' •• • •.• • 1. E • 0 NOTES- so 1)Gable requires continuous bottom chord bearing. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Al If GlEi1�.�9���• 711D&ti!3:1th 11"S�r'..�Ci itl�l,�fiJ"tl 1f3�3df�S ��•t��a�a.�aa�' I:ax•t�tai9�•arat� MAY 12 2017 Job Truss Truss Type Qty Ply 4-19-17 V2 ROOF TRUSS A0041993 3 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 Page:1,., I D:NZYg 1 tnTcjslAhFUNnGW 11 zHCiU-URumN76aKJwT6LknpHlhixSiZuLtsrl ajEVmXszGtWF. 2-0-0 2-0-0 4.00 F12 2 Scale=1:610 I 1 61 3 3 a • 2x4 , i LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL.- 1.33 TC 0.03 Vert(LL) n/a - n/a 999 'MT2b ... 244/190 A t TCDL 15.0 Lumber DOL 1.33 BC .0.01 Vert(TL) n/a - n/a 99,,9 • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a nle • • •• • ••, BCDL 10.0 - Cbde"FBC2014/TP12007 _.... .. . ..'(Matrix) •.. ... Weight:16FT LUMBER- BRACING- •••••• TOP CHORD 2x4.SP No.2 •••••• TOP CHORD Structural wood shed",g.directly a lied o r 2-0-Ooc •1 BOT CHORD 2x4 SP No.2 purlins. ... • •• BOT CHORD Rigid ceiling directly� �j � � e�or 10-0-Q oc bracing.,•;�,• iw. r ?I MiTek recommen4j t abilize %a d. quired..... `x j cross bracing be irls4VIl g riuring truss erection, it • accordance with Slabilieel•Installation guide. • z REACTIONS. (Ib/size) 1=61/2-070 (min.0-1-8),2=50/2-0-0 (min.0-1-8),3=11/2-0-0 (min.0-1-8) ....., Max Horz 1=47(LC 4) Max Uplift1=-51(LC 4),2=-73(LC 4) •..' ; ;.. ;•"'; Max Grav1=61(LG 1),2=50(LC 1),3=22(LC 3) • • FORCES. (lb)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown. X . NOTES- .; 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat..II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2); Lumber,DOL=1.60 plate grip DOL=4.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. w 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1.angle to grain formula. Building designer should verify capacity of bearing surface. f 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 Ib uplift atjoint 1 and - 73 Ib uplift at joint 2. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I •LOAD CASE(S) Standard • 6 • ®�� ��. if b=ra L� _ _ CA d 6==L 7119 9tl!39tt17�,�'..d0i a7{st�3i,Fllr�lPA3ab5 :�t•t��e�,a.m�a� �Ax•rsl��asaa�w . 1 MAY 12 2017 Job Truss Truss Type Qty ply A0041994 4-19-17 V3 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul. 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 age771.. J D:NZYg 1 tnTcislAhFUNnGW11 zHCi U-URumN76aKJwT6EknpH I hixSi2uL5sr1 ajEVmXszGtWF.. 2_p_p 3-3-8 2-0-0 1-3-8 4.00F1_2 3x4= Scale=1:6.2: 2 f " 3 1 . B1 i i 2x4 2x4. 3.3-8 3-3-8 Plate Offsets(X,Y)-- [2:0-2-0,Ed-e] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) " I/defl L/d PLATES.• GRIP I TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL "133 BC 0.06 Vert(TL) n/a - n/a ggg •'. MT20....'244/1gq•.�. 3 g •••• • i BCLC `"-"0.0 Re Stress Ihcr` YES (Matrix) •••• • g p WB 0.00 Horz(TL) O.bO'" 3 n/a n/a' **' • . • BCDL 10.0 Code FBC2014/TP12007 Wei hlA8 Ib' F1'1dr• LUMBER- •••••• . ¢ f BRACING- •••• • • • . 4 TOP"CHORD 2x4 SP No.2 TOP CHORD Structural wood sheatb4erirectly,app�iedor 3 3-8.00..• . ;> BOT CHORD 2x4 SP No.2 purlins. •••• • ,• • BOT CHORD Rigid ceiling directlypplleil or 10-0•Q pe Pacing. • ••• x MiTek recommend]jW ;Jabilizers and required . .. cross bracing be irt:talled luring truss ejection, irj••• Al accordance with Stabilizer nstallaii•w qVi4e. REACTIONS. (Ib/size) 1=121/3-3-8 (min.0-1-8),3=121/3-3-8 (min.0-1-8) Max Uplift1=-119(LC 4),3=-119(LC 4) - .• • ..• • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- y 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136m"ph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2); Lumber,DOL=1.60 plate grip DOL=1.60 `3 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 Ib uplift at joint 1 and 119 Ib uplift at joint 3. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - LOAD CASE(S) Standard t i• F��-r��;,;2.taa�• ��x•f3�ta��-arm l MAY 12 2012 E Job Truss Truss Type Qty Ply A0041995 4-19-,17 V4 ROOF TRUSS 3 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 Page_1.. 10:NZYg1tnTcjslAhFUNnGWi 1zHCiU-URumN76aKJwT6EknpHihixSf9uKWsr1ajEVmXszGtWF_- 4-0-0 4-0-0 2 Scale=1:95 4.00 F12 2x4 1 i W1 • 1 61 r 3 2x4 2x4 11 a I ! LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL • 1.33 TC 0.25 Vert(LL) n/a - ..n/a 999 MT20.... 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0:10 Vert(TL) n/a - n/a 999 • • x BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzTL 0.00 n/a 4 • • • BCDL 10.0 Code FBC2014/TP1200'T Matrix ( ) • • j gh't: �21b FT' /• BRACING- •••••• ••• LUMBER- (Matrix) -- . Wel • . • � t TOP CHORD 2x4 SP No.2 ••• •• TOP CHORD Structural wood sheatliingdirectly applied or 4-0-O.oc: •. , BOT CHORD 2x4 SP No.2 purlins, except end Gary�alS. ;••••• ,, �, WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directlyAQlled.r 10-079 oc bLacing. - 0� • ; MiTek recommend;;41%oabilize% quired... , cross bracing be installed during truss rection, in •. accordance with Sfetliaer:nstallation uide. • REACTIONS. (Ib/size) 1=163/4-0-0 (min.0-1-8),3=163/4-0-0 (min:0-1-8) ����•� .:, -i Max Horz 1=126(LC 4) . . • • y Max Upliftl=-138(LC 4),3=-180(LC 4) ' ' ' •• • ••• . . . • • •• r FORCES. (lb)-Max. Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. ll; - Exp C; Encl.,GCpi=0.18;C-C Exterior(2); Lumber DOL=1.60.plate grip DOL=1.60 3 2)Plates checked for a plus or minus 0 degree rotation about its center. i 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 1'0.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 Ib uplift at joint 1 and 180 Ib uplift at joint 3. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard `^t i r wol'yPoi d pMa-•.�.*�ti�N R3U' 6�`4�!+ea 'VJiZ111 N - H���y'Otkei . FA .. Mum ^- 7129 9ttt 3:Hn 1�; r i7f�il,FLl�31DA•33b5 - tit.•f��a�z.���' ��•fei�rasa•am1� - MAY 12 2017 Job Truss Truss Type Qty Ply A0041996- ;`- 4-19-17 V5 ROOF TRUSS 1 1 Job Reference(optional)- 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 Page:.1. l D:NZYg 1 tnTcjslAhFUNnG W11 zHCiU-URumN76aKJwT6EknpH IhixSeluK2srKajEVmxszGtWF 4-0-0 5-3-8 4-0-0 13-8 4x4= Scale=1:9;9 2 4.00 12 3 2x4 11 T2 W1 1 61 a 5 4 I 2x4 2x4 11 2x4 11 4-0-0 4-0-0 1-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP, TCLL 30.0 Plate Grip DOL • 1.33 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190=. TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(TL) n/a n/a 999 • • BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) ' -0.00 4 n/a nja fees ••;"•• BCDL 10.0 Code'FBC2014/TP1200T (Matrix) • Weii&' FJb FT e9/o • • a LUMBER. BRACING- •••:•• • . , `y TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood she��Q$directly applie or 5-3-1 6C00: ,3 r BOT CHORD 2x4 SP No.2 purlins, except ehd•verticat. *00000 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0!0 oc bracing: �:••- MiTek recommends that Stabilizers and required K' •• •. •. 11r, i I cross bracing be installed during truss erection,In . •_ accordance with 'dpi Installation' uide. • REACTIONS. (Ib/size) 1=154/5-3-8 (min.0-178),4=52/5-3-8 (min.0-1-8),5=261/5-3-8 (min.0-1-8) • • • •••••• Max Horz 1=83(LC 4) • • :• • ,. i Max Upliftl=-151(LC 4),4=775(LC 4);5=-227(LC 4) '.•' ; .., ;•••• Max Grav 1=156(LC 7),4=52(LC 1),5=261(LC 1) • • - _ FORCES. (lb)-Max.Comp./Max.Ten.:All forces 250(lb)or less except when shown. WEBS 275=-203/260 7 :; 9 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=1756riph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. ll; Exp C; Encl.,GCpi=0.18;C-C Exterior(2); Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 Ib uplift at joint 1,75 Ib uplift at joint 4 and 227 Ib uplift at joint 5. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • wumdC7* ff& far MITM MM FA FE Via:3. .44=09 �. 7119�3��1#"E'er"�i{�HI,€l�1©4.33b5 • . ��,•raj a>;z.�za9' Fix•f�:��a��•am� - MAY 12 2017 Job Truss Truss Type Qty Ply A004199T 4-19-17 V6 ROOF TRUSS 1 1 Job Reference(optional) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:18 2017 Page 1 I DiNZYg 1 tnTcjslAhFUNnG W 11 zHCiU-URumN76aKJwT6EknpHlhixSXcuHIsr1 ajEVmXszGtWF_` 6-0-0 6-0-0 2 Scale=1:12..6 2x 4.00F1_2 • 5 W1 4 1 B1 t 3 2x4 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP. TCLL 30.0 Plate Grip DOL -1.33 TC 0.73 Vert(LL) n/a - n/a 999 MT20 244/190,, TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(TL) n/a - n/a 999 .•••'. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a a •••• •••••• BCDL 10.0 Code FBC2014/TP.12007' (Matrix) • • We h1!4 9 Ib FT 80 i LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood she4Wg%directly ppplieV or 6-0-1 eC+•� BOT.CHORD 2x4 SP No.2 purlins, except erid•verticals. 000000 1. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-t-0 oc bracing.• '.•. ;a MiTek recommen s at tabilizsrs aotd;squire cross bracing be illgtalTed during trt1s 9&ction,ln•";.' accordance with JIM=Installatiorf uide. REACTIONS. (Ib/size) 1=273/6-0-0 (min.0-1-8),3=273/6-0-0 (min:0-1-8) • • • • ...00 •••••• . Max Horz 1=194(LC 5) . . . . . . ,4 Max Uplift1=-215(LC 4),3= (LC 5) • • •••••• FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •• N TOP,CHORD 2-3=-223/316 ' s • i NOTES- 1 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. Il; j Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 5-10-4;Lumber DOL=1.60 plate- grip DOL=1.60 2)Plates checked for a plus or minus O'degree rotation about its center. 3)Gable requires continuous bottom chord bearing. s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 lb uplift at joint 1 and i 291 Ib uplift at joint 3. — 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = LOAD CASE(S) Standard i CMTM et. CML.1 smant i�L•{3&'vl eG2.s�21�' Fa1}(•{3�tZ5d•Ir$!$ r i MAY 12 2017 Job Truss Truss Type Qty Ply A0041998 4-19-17 V7 ROOF TRUSS 1 1 Job Reference o trona) 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:19 2017 Page:1 `. ID:NZYg 1 tnTcjslAhFUNnGW11 zHCiU-ydS8aT6C5c2KkNJzN?gwE9•jKle6bl Mj.yuFK3lzGtWE 6-0-0 7-3-8 6-0-0 1-3-8 Scale=1:13.4 2 _ 2x4 I I 4.00 12 3 T2 7 6 W1 W2 i 1 f B1 5 4 2 2x4% 2x4 II 2x4 II ,y 6-0-0 7-3-8 6-0-0 1-3-8 Y r ;a LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. _. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) n/a - n/a 999 MT20 244/190 l. TCDL 15.0 Lumber DOL 1.33 BC •0:20 Vert(TL) n/a - n/a 999 "" • • BCLL 0.0 Rep Stress Incr YES WB 0.06 HorZ(TL) 0.00 4 n/a rfa •••• •• ••• BCDL 10.0 Code FBC20? Matfiz 4/TP12007 ..•.. .. .. o�..... s ( ) We�ghk Q6�b FT­goo s LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheatgipq direct) lied or 6-0-Q Otk. Y PP ••• BOT CHORD 2x4 SP No.2 purlins, except ehd•verticais. 660099 ' WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly S�pli%d or 640 oc bracing. MiTek recommen s a tabiliz%rs amd require cross bracing be Utalted during tr0gs 9?bction, accordance with T819iteef Installation uide. • REACTIONS. (Ib/size) 1=261/7-3-8 (min.0-1-8),4=26/7-3-8 (min.0-1-8),5=400/7-3-8 (min.0-1-8) • • • • •.•... Max Horz 1=124(LC 4) •••••• r Max Uplift1=-221(LC 4),4=-83(LC 4),5=-283(LC 5) • • • ••••••' Max Grav 1=262(LC 7);4=26(LC 1),5=400(LC 1) . • FORCES. (lb)-Max. Comp./Max.Ten. All forces 250(lb)or less except when shown. r s WEBS 2-5=-290/340 1 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175ihph(3-second gust)Vasd=136mph; HVHZ;TCDL=S.Opsf; BCDL=5.Opsf;h=15ft;Cat. 11;. Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-10-13 to 3-10-13, Interior(1)3-10-13 to 6-0-0, Exterior(2)6-0-0 to 7-1-12; i Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 Ib uplift at joint 1,83 Ib uplift at joint 4 and 283 Ib uplift at joint 5. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard wh 871 g), t t 6t t3sa Tme CA!MW a � MW 711®9tl!391.'7 i�;�'.,i,G"ih{�ii,FL�31Dd33� • _ MAY 12 2017 ��t.•r�/ata.�aa�' fax•t�r��asa•ac� • - • 3. Job Truss Truss Type Qty ply A0041999 4-19-17 V7A ROOF TRUSS 1 1 Job Reference o tional - 7.630 s Jul 9 2015 MiTek Industries,Inc. Sat May 13 16:09:19 2017 Page a.. 1 D:NZYg 1 tnTcjslAhFUN nGW11 zHCiU-ydS86T6C5c2KkNJZN?gwE9_pflgM bH4jyu FK3lzGtWE 4-9-1 8-0-0 4-9-1 3-2-15 3 Scale:3/4"=-V 2x 4.00 12 2x4 11 ' ` 2 • 6 W2 W1 1 61 Li 5 4 2x4 2x4 II 2x4 II I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP. .' TCLL 30.0 Plate Grip DOL 1:33 TC 0.26 Vert(LL) n/a - n/a 999 'MT2%. .. 244/190., TCDL 15.0 Lumber DOL 1.33 BC 0:12 Vert(TL) n/a - n/a 999 • • • BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 n/a n:3 .•.• 000.0• Matrix BCDL 10.0 Code FBC2014/TP12007 • .. • : , ( ) Weight!ea Lb FT=.O°{p LUMBER- BRACING- • " r 0000•• • • s TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea"r"directly applielJ or 6-0-Qde."• ' < I • BOT CHORD 2x4 SP No.2 purlins, exceptend•verticals. 00.040 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly appred or 1040 oc bracing.••:.0`• '' MiTek recommends that 8tabilizevs and inquired - cross bracing be inslal�M during truss erection, ink •: e accordance with 9 Installation'uide. 0• REACTIONS. (lb/size) 1=167%8-0-0 (min.0-1-8),4=1 15/8-0-0 (min.0-1-8),5=482/8-0-0 (min.0-1-8) • • • • 0000•• Max Horz 1=225(L6 5) •••••• Max Uplift1=-101(LC 4),4=-129(LC.5),5=7395(LC 5) • • • •••••0. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0 0Jz WEBS 2-5=-395/439 NOTES- - 1)Wind:ASCE 7-10;Vult-'175mph(3-second gust)Vasd=136mph; HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=15ft;Cat. II; Exp C; Encl.,GCpi=0.18;C-C Exterior(2)0-10-13 to 3-10-13, Interior(1)3-10-13 to 7-10-4; Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus''degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 Ib uplift at joint 1, 129 lb'uplift at joint 4 and 395 Ib uplift at joint 5. ! ' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard y ' k . C�Yfb�.Qd E/�� t caw,to eaw FA J 711®�39th'i�,'�'r'�Ci i11�-ji,Fd.�1D�33b� • UL-(0)262.624- , PAX-(31b)26Z_2o4 MAY 12 2017 . ' 41, STRUCTURAL a =i► , C.014NECig2S' A WTMCCw y The HUS, JUS & MUS hanger series offers double shear nailing. USP's dimple allows. for 300 to 450 nailing through the joist into the header resulting in higher loads and less nailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications. /. Materials: JUS- 18 gauge; MUS- 18 gauge; HUS-14 or 16 gauge k Finish: G90 galvanizing; JUS24-GC,JUS26-GC,JUS210-GC,JUS26-2GC, &JUS210-2GC "^ —Gold Coat "' = Options: HUS28-21F, HUS210-2117,JUS24,JUS26,JUS26-2, JUS28, Typical JUS46 JUS28-2,JUS210, JUS210-2,JUS44,JUS46,JUS28-3, & JUS210-3 are available in Triple Zinc.To order, add 7Zto stock installation • number, as in JUS24-TZ, a JUS24, JUS26,JUS26-2,JUS28,JUS210, and JUS210-2 are available in Stainless Steel.To order, add SSto stock number, A N as in JUS26-SS. Q c See HUS Specialty Options Chart. ® rn Codes: ESR-1881; FL9835, FI-570, FL821, FL571, in Dade County, FL 07-0419.01, Dade County, FL 07-0214.20& Dimple H a Dade County, FL 0670921.05, L.A. City RR 25779 allows 30° to 4b° nailing � m Installation: �W� D • Use all specified fasteners. See Product Notes,page 11. • Joist nails must be driven at a 300 to 450 angle through the joist or truss into the ✓US28 header to achieve listed loads. Standard length "double shear"nails must be used to achieve listed load values: •JUS & MUS - 16d sinkers (9 gauge x 31/4") may be used where 10d commons are • '•• ` ....., specified with no load reduction. 40 ;, • • e • F • . • . ...... � zt i AVAILABLE IN _•�� Double shear nail design Uses standard I� features fewer nails and L length nails faster installation I Typical HUS46 installation HUSSpecialty Options Chart—refer to Specialty Options pages.194-195 for additional details.. Option Inverted Flange Range Not available in widths less than 2-1/4'. ?" - 100%of table load: _ Allowable 65%of table bad when j Loads nailing into the support a members end grain. ' Add IF ordering to product number. Ex HusalolF Typical HUS410/F inverted flange installation 1-800-328-5934•www.UsPconnedors.com USP r ;a +STRUCTURAL CONNECTORS ct ro>5 as 3 Dimensions Fastener Schedule "A•Y Allowable Loads(Lbs.) USP Steel Header joist DF-LISP , Joist Size Stock No, Ref.No. Gauge WH D A Floor Roof . Uplift Code Qty Nail Qty Nall OD% pow 125% 160% Ref. JL24 LU24 20 1-9/16 3 1-12 15/16 4 10d 2 toil x 1-12 455 52 570 245 20 1-9/16 3 1-1/ 15116 4 i6d 2 Wo x 1-112 545 625 680 245 F3DSD36R5 JL24IF-TZ __ 18 1-9116 3-118 1-11210d x 1-12 465 480 480 305 18 1-9/16 3.118 1-112 4 16d 2 toil x 1-12 480 480 qg0 305 110 2 x 4 JU524 LUS24 18 1-9/16 3.1/8 1-314 1- 4 JU524-GC -- 18 1-9/16 3-1/8 1-314 1 4 N10C GC 2 N10C GC 655 750 820 510 F15,D3,Rt3 SUH24 U24 16 1-9/16 31/4 2 1-3/16 4 10d 2 10d x 1-1/2 465 535 580 360 2,F20, HD26 16 1-9/16 3-1/4 2 1-3116 4 16d 2 1Dd x 1-12 550 635 690 360 R12 HU26 14 1-9/16 312 2 1-1IB 4 16d 2 10d x 1-12 565 650 705 290 5,F30,R5 JL26 LU26 20 1-9/16 4-314 1-12 15/16 6 10d 4 10d x 1-12 685 785 855 485 5,F6, v 20 19/16 4 314 1-12 15116 6 16d 4 10d x 1-12 815 940 1020 485 F30,D3,R5 18 1-9/16 41/2 1-12 JL261F-TZ LUC26Z -- 6 10d 4 10d x 1-12 695 800 870 730 18 1-9116 41/2 1-112 -- 6 16d 4 10d x 1-12 830 950 1035 730 110 N JUS26 LU626 18 1-9116 413/16 1-319 7 4 10d 4 10d 8 850 975 1060 1175 6,F6, JUS2&GC -- 1 1-9/16 413/16 1-314 1 4 N10C-GC 4 N10C-GC 850 975 1060 1115 F15,D3,0i3 j 2 x 6 FMUS26 MUS26 18 1-9/16 5 1/16 2 1 6 10d 6 10d � 1285 1475 1605 865 110 SUH26 U26 16 1-9/16 5.1/8 2 1-3/16 6 toil 4 10d x 1-1/2 fi95 800 870 725 2,F20, 16 1.9/16 51/8 2 1-3/16 6 16d -1/2 10d x 1-.12 830 950 1035 725 R12 HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 t6d 66,F15,F18, m 16d 2635 3030 3295 1925 HD26 HU26 14 1-9116 3-1/2 2 1-1/8 4 D2,R13 0 HD28 HU16d 2 10d x 1-112 565 650 705 290 28 14 1-9/16 5-1/4 2 1-1/e 8 16d5,F30,R5 m 4 10dx 1-12 1130 1295 1410 730 c. JL26 LU26 20 1-9/16 43r4 1-12 15/16 6 10d 4 10d x t-12 685 785 855 485 5,F6, 20 1-9/16 4-314 1-1/2 15/16 6 76d 4 10d x 1-12 815 940 1020 485 F30,D3,R5 JL261F-TZ LUC26Z 7$ 1-9/16 4-7lZ 1-12 -- 6 lad I4 10dx1-12 695 800 870 730. 18 1-9/16 4-1/2 1-1/2 -- fi 16d 4 10d x 1-12 830 950 1035 730 110 JL28 LU28 20 1-9/16 &3/8 1-112 15116 10 toil 6 10d x 1-112. 1140 1295 1295 885 5,F6. •• 20 1-9/16 &3/8 1-12 15116 10 i6d 6 10d x 1-12 1360 1565 1709 889• F30,D3,RS •• 9000:* JL28IF-TZ LUC28Z 18 1-9116 6-1/8 1-112 -- 8 10d 4 10d x 1-1/2 930 1065 11 •730 • •• • 18 1-9116 &1/B t-12 - 8 i6d 4 10d x 1-112' 1105 1215 1215 7 0• 710•• • i ••••0• JUS26 LUS26 18 1-9/16 413/16 1-314 1 4 JUS26-GC __ 10d 4 10d 850 975 1060 1145 18 1-9116 4-la/16 - 7 4 N10(;-GC 4 N10C GC 850 • • • 18 1-9116 S. 1-314 7 6 975 1060 1115 6,F6, •••••• , 2 x 8 JUS28 LUS28 10d 4 toil 1075 1235 1345 F15,D3, • • • JUS28-GC -- 18 1-9116 &5(8 1-314 1 6 N10C-GC 4 •••�• MUS26 MUS26 18 19116 51116 2 1 g . N10C GC 1075 1235 1345 �pR� • ••••• 10d 6 10d 1285 1475 1605• •%• • •• ••• MUS28 MUS28 18 1-9/16 7-1116 2 1 8 10d 8 110 • • • i6 1-9116 5-118 2 1-3/16 6. toil 1710 1970 2140 • •• •••••• SUH26 U26 10d 4 10dx1-12 695 800 870 725 • 16 1-9/16 5.116 2 1-3116 6 SUH28 16d 4 10d x 1-12 830 950 1035 • 0 •• __ 16 1-9116 &5/8 2 1-3/16 8 10d 6 10dx 1-1/2 930 7065 1160• 800 2, 20,• • so**•• 16 1-9/16 &5/8 2 1-3/16 8 16d HUS26 HUS26 16 1-5/8 5-7/16 3 2 14 16d 8 6 10d x 1-12 1105 1270 1380 800 • • • R712 • •••• 16d 2635 3030 3295 1 •••••• HUS28 HUS28 16 1-5/8 73/16 3 2 22 16d 8 .6,F15,ftq • • • • j HD28 HU28 14 1-9/16 5.114 2 16d 4 10dx�112 1130 7295 1410 730 D2,R13 • • •• HD210 HU210 14 1-9/16 7-3116 2 1-1/8 182 16d 4 10d x 1-12 1690 1945 2115 730 5,F30,RS JL28 LU28 20 1-9/16 6-318 1-1/2 15!16 10 toil 6 10d x 1-12 1140 1295 7295 885 5,F6, 20 1-9/16 6-3/8 1-12 15/16 10 16d 6 1 Od x 1-112 1360 1565 1700 885 F30,D3,R5 JL28IF-TZ LUC28Z 18 1-9116 - -its 1-1/2 -- 8 ' 10d. 4 10dxl-12 930 1065 1160 730 18 1-9/16 &118 1-12 -- 8 16d 4 10d x 1.112 1105 1215 1215 730 110 JL210 LU210 20 1-9116 &1/4 .1-1/2 15116 14 10d 8 10dx1.12 1595 1835 1875 1095 20 7-9/ 5,F6 16 &1/4 7-1/2 15/46 14 16d & 10d x 1-1/2 1905 1965 1965 1095 F30,D3;R5 JL2101F-TZ LUC21OZ 18 1-9116 8-1/4 1-112 - 11 toil 8 10dx.412 1275 J465 1595. 1095 18 1-9116 .&1/4 1-112 11 16d 6` 1.Od x 11/2 1520 1745 1900 1095 110 JUS28 LUS28 18 1-9/16 6518 1-314 1 6 10d 4 x 1 15M 1235 1345 1115 2 x 10 JUS28 GC -- 18 1-9116 &518 1-3/4 1 6 N10C-GC 4 N100 GC 1075 1235 1345 1115 6,F6, i JUS210 LU5210 18 1-9116 7-314 1-314 7 8 MUS28 JUS2 10d. 4 10d 1305 1500 1630 1115 F15,D3,R13 18 1-9/16 7-314 1514 1 8 N10C-GC 4 N1C 1305 1500 1630 7115 GC MUS28 0GG18 1-9/16 1=1/18 2 1 8 10d 8 tail 1710 1970 2140 1230 110 SUH28 __ 16 1=9/16 6518 2' 13/16 8 10d 6 10d x 1-12 930 1065 1160 800 16 1-9/16 rr5/8 2 1-3/16 8 16d 6 10d x 1-1/9 1105 1270 1380 800 2,F20, SUH210 U210 16' 1-9/16 8 2 1 3/16 10 10d 6 10d x l-12 11� 1335 1450 1085 R12 16 1-9/16 8 2 1.3116" 10 16d 6 1Od x 1-112 1380 1585 1725 .1085 HUS28 HUS28 16 15/8 7-3/76 3 2 22 16d 8 16d 3970 4345 4345. 2570 6,F15,F18, HUS210 HUS210 16 1-5/8 93116 3 2 30 16d 10" 16d 5310 5510 5510 3205 D HD210 HU210 14 1-9/16 7-3116 2 11 2,R13 18 72 16d 4 10d x 1-12 1690 1945 2175 730 5,2,R 3 1)Uplift loads have been increased 60%for wind or seismic loads;no further increase shall be permitted. 2)10d x 1-12 nails are 9 gauge(0.148-diameter)by 1-1/2•long. - i I A 3)Minimum nail embedment shall be 1-112-.for 10d and.N1DC-GC nails;1-5/8-for 16d and N16C-GC nails. \r 3 4)16dFor sinkers(9 gauge x$-1/4 long)may be used at 0,84 of the table load where 16d commons are specified. �� //'' fi 5)For JUS and HUS hangers:Nails must tie driven at a 30°to 45'angle through the joist or buss into the header to achieve the table loads, p 6)WS IS Wood Screws are 1-1/4-x 1-12"long and are included with HDQ hangers. H /, 1- 7)WS3 Woad Screws are 1-1/4-.x 3-long and are included with HDD hangers, i • 1-800-328-5934•Www.USPconnectors.com continued on next page " I ti' ;,This FsAM �Iert, ym'110l is used toattract your I'=4 r ,DANGER A DANGER designates a condttiorr{` -` attentiontaP,ERSONALSi4FETYIS INVOLVED►:When' �'�it'"' "`�"'' "� ` 'i ' ,•.ss ` _ en y �f where�ailureto folloW.mstruct�ons or heed warn �_ you see thisymboj �tBECOME ALERTz `HEED>ITS ���n fwtlt most likel ` result 't.. � •,� i,l Lj MESSAGE, ;CAUTION��r AV ldenflfies safe roj�eratmg' ' IVARNING A WARNING describes a condition ��r �,+„ a �{ +e'�, '� #• v � s f y.,lc did, r practices or andicates unsafe3contl�Uonslthat,coultl; ,r whefaituretofollowanstruct�onscoulHresult in, =� ': t ...r 4'"' '`k t i`a�.,'f3. +c ` 7 k 3.,n.'� .afv., t,:= ,S rgy•"s�'i- =y ,: _ T,;, result mKpersonalnlury;or damage,to structures�;_ z; severe personalzmlury or damage to structures HIB-91-St COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 Wonofrio,br.,Suite 200 PLATE CONNECT,C)-WOOD.TRUSSES© Madison,Wisconsin 5371`9 (608)833-5900 It is the responsibility of the 'installer{builder, building contractor;-licensed personnel inthewood trussindustry,butmust,'duetothenature ofresponsibilities contractor,.erector or erection•contractor) to properly,receive, unload, store, involved,be presented as a guide forthe use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect life and installer.Th us,theTruss Plate Institute ,Inc:expresslydisclaims any responsibility roe The,installer must exercise the same high'degreeofsafety awarenessas_ for damages arising fromtheuse,application orreliance onthe recommendations with'ariy other structural material.TPI does not intend these recommendations to- and:information contained,herein by building designers,'installers,and others. be interpretedassuperiortotheprojectArchitect'sorEngineersdesi'gnspeodication `:Copyright©,by Truss Plate Institute,Inc.`All rights'reserved.This document or for handling installing and bracing wood trusses f-or aparticularroof orf loorThese;: any part thereof must not bei`reproducedinany form withoutwritten,permission recommendations are based upon the collective experience of leading technical to the United States of America _ Ri=CAUTION �'t e�tiutic7er bu ldlrl contractor license � r�� �"-'CAUTION Atite�"p orar.'' bracrn sho; id benotel; '' 'ir„ij�t',,tcx_.,,..a r..53; ,ki «,-c,yl2::;-. ,:�.r.yCan,i!` !:f� �rr''l ;e:.m~ s`3vf t111, ue sYr Cyt .-x,,� !wssv,' ip g ,Prtd� '_�lSi+Y.... + 5t 1'J'' 31 _nsrl: ^''ta SSlJ.t n'- .f. �,t t, 'gyp C d! p : r,:contraetoK, erectorµµor er.,Ect�on eco tractor jttAd-. } �,.• .. , tan 2x� rade arked lumber,vAll.i;connectlons; •.Hlbr tify:4ldC Ff..+1i-...f ._ -., iact , 1”' .tit 'b ... z . il+, i{_ .'rye visecl torobfair and read theaen#ire�booklef Com,f, ` r ' -; � shquld,be made;with minrmum u ., .*,I ai{ ^-A t- "�__,`y,"t .F. yl a r �f'6:a.af ,x;,z!.ed.Y,:,Z't'=e�c.'?".'_' a Fi'::�'if•'7E h..s=,.`•w7 'G':j_`;j� :t rnentary tanctfi� ecommendaimps-`for�h andlmg, In ,:$ "trusses assumed2�n center5�JQss.°�Alltriu •�,. , ,r.:,>. i �'�=rk"�:.T�,4.'at;?k.�•,.. ..,.'!'S`l; .� . .,.,-.,.� aT.yxi,<`.'r�, •kY•r;;,[..X v..-,.:•r•�fk 2s,;-R iCe'2�. "�F}iff{{;r..'r.?'�,Ss..�l'1?°.°;,�Llt. �I .. .:. & tracin(i Metal 131ate Connected L1Noo w�is '` ttruses: ho>uld` e oonriected_to.{77e#hetrra�:acaor:- g., a 'eR w .'-'Lu.41„x. •z F1'y'y.'�i h .` CiTt.v.}*�1h�;,q'k"}.,a.•v ."a'ti+ia zxt-`.h'S.-� is n.W it:xti#Y...�'4''Ft�-:.ei;,:t IR;a, '�� xTrussesa H>6 �9 fomthe Truss Plate (nsttttite °� `xr � ' �tlance wrth'tlesign�lra �gsr`prlero fnstatlgtirlti� ..,_ a - .-',...iz..i •:a. -_:a. .�•- i..c 1c 1+ f2 _ fi• w i ._.. ....:.. ,..'..:,..., .•-._ate.-...,�,TL T.u'u.. _.'.. ,:. .a ,.,esti .Ka3Li`;.,.- 4 4i '00 41 of ;iTRUSS STORAGE ... •...• F-=. F �? ti"��©N y�T uss .r o c noir 4• �. w,r �p erunloatled on�rough#erramx_or ! s SU S ChdS t �tl� ne enface ►hi r ou • r x�5cause damage,t hetrussf ` F f N C l ' .N L •- ti _ _ I , Trussesstored horizontallyshould besu p ;ported:on blockIng'to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture ga n braced t: prevent toppling or tipping '!�=`.-u: .i`:a�^.�_ .°�y'�•'��r�vr�:•�1Fr�h vz :✓�ys4 ti•t`Gry x 4.�`s,tii.la,- rw .,� �.. x 'A,s Fy{ c J e :T� 3.x z .. F ,. =t'.•t*i,Y`�... ,�,��.?s. s'i;.'{•,• •,`C x...�r . ARNINo notreak,bandingun' it rnsalla -. DANGER Do not store bundles uprrght unless '" t `4^ a)_ 'x' 'r, �'•rq f_ r. ;a r r .� _:'�:1a :f\ y, t cw 5r: 9".�,.r��r r�� t i �`,� "`�4" to a �•;1'tyt�� t :,: ;r�r§�r�f T�{3�tc:.�`> :c•� 'Easa.,.. .... ...._ _�k,_,a,<X_.�'?',_.��roc.=u�•;:3�r?�.?ir: ,._. �*'.dz?au1�P'Y��-�r+",-'. `�f; n:�4�R;y�s1R!:s,}��'�:�':��d'��f�•�33:i""�.��'°k'Lil�}.,c..:". •w•:r , r�v2 s ''-`r. •Y f y >t+f ;C^iX +F J,C ,Ylff t `lac 3,..Sk'yg fi•q -- •v 4t .����>�a� � �.�- ���,�;��¢' .�'�.� � K � ��� � a�n�'�,��-- �'" �-DANGER Walkiiig3s�n�trusses,w`hich-ere�yang1, 't~':t c�' .�:'�'--,��,'?d.��.x'....y' �'.rP�. ,u��kl�>q-:. .,++�;..''`.t _•,�Y.:ns,::�a't`a��a3''.'` ,tiw� r '!' ,�sf.>k?v".. rv ,..e�': r r 11ARN[NG;, o not use damag dtrusses >1 , . ,�,fla is ex#ramal=fan erOi� eantlshoul'dbIt rictl t y .-`•' � s.�`y�•,':ys,r< �r4�} rF��i?•`4yi+e`xt+ ���I".3L 1"SK f y_ r7'. , nKOhlr-! P u u.,k Lgvx s w ti ' �rk�'�>`t �•.� Yt�iz., s t, < -,�3 a-'a `'t'�.i`?"1C� � � blted �.'::.�.,eu.acvk;:�.sK.MM,raaU -.+::,6r,`...ya.c.t2�.:...•.,'M�.:s,,..:.h vf;..«FIi.7�'L1_..�fi.. ,.:.''.'9. .'.'1 L:•.. �S-`,�_ ;:r::,s:'1'j=°'�••-._ f Frame 1 WAR.NIN�Gnot'tattach cables;Sclialns ori' " ` jIVARNING Do not liftysln`le#russeswlth s ans= .s hooks to the �) r,greater than 30,b the peak; � a..,�: y .....m�r.:.-...s... .r..,....� �,. :. ._,'`7,� „4};-+".. t•'rrx.:?r,P �"�z.alt t.�1�..�:. so° MECHANICAL'' ; p so INSTALLATION ' A, less or less Ta Approximately Approximately Tag 9 Line 7/2 truss length '/2 truss length Line F - Truss spans less than Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as SpreaderBar slings,chains,cables, nylon strapping, 10, Toe In Toe In etc. of sufficient strength to carry the weight of the truss.Each truss should be set in proper position per the building designer's framing plan and held with Approximately .. the lifting device until the ends of the I Approximately '/i to i/i truss len th truss are securely fastened and tempo- Y.to'/,.Muss length vary bracing is installed. •II Less than. or equal to 60'..w, Greater than 60' IT Line Tag Cn - I e -= Strongback/ Spreader Bar 10'• 10' SpreaderBar Toean s ,. Toe In At or ab Approximately height roxirhe mid • :4• .: ••�a t�l/4 Salk •• ' to truss len th 4 � Less than or equal to 60 , Tag Tag4,7.7--• date p Line c Lme ••• •' �:,.. a G r rr a -,' � CAUTfO,I temporary braclia� shown ut=fhls=summa `shee31&7adeftuate or' sa'_ l�stail t(�1't' /F+ � • r �x i- iTxy�-�. --,?, x1.'+ ' }:r>a., a. }_t., � - F r;F:` r."81J?Tti.y�: '-:?7 x1 ?'_y.Y •L 1`! ~'. .`C-ry ,` - ,•:rr- ._ .. gate i.a vrxe xx # • ..N: 'sses ,wlth�samtlary ot�figura�tlons Cor�sultuaf r grstered} [afesslonalYen war f�a,ttlffereri �T.( �°� _� i`.��..(�...�x.G` 'rt. c.f�1. e �„ 4,_;.Yr^ ,;x.,:c iC rt ,.::'k�. �b.,..'�j �wil a"h �''Tl' 7a� !:'! ct�x,-:�a ":).�5"ki r'.,-iR7�I..,,Rt 3x �,.t -:r• :. �r 's •' . .. � r4 7%angemertt i�s,1 eslred �The engineer nay,-des n bracm fn accortl�`ance,>wi#i ks =: � ' �r_ •Mai'yixf>" '?F�'��'h*1i cl s�.,L�a,i.�.. :'.'t"' �' '-:�:• :-.�>-i::{:'-- t,,s:.:,��x.§a. .'�t --%h`r•*:n �'-. `�'...,..c`�.,3:�`- s�ha,�k- n;' �" rY i Recommended, Z�esrgn ecificatron for:Temporary Bracing�of Mefal T"Plate+Csorirrected xVYood a ,>j..r:v�,{�A•"`• 4+ ^�..... -, i� ;,.p^4;.;r�' t: ,..V:"5 9.� a3.L•-.v.,"i 4 r."+:.::.Er .cZs-nib�al E� :3 ew °F�#W. d• _ � .r5? T'• ��,t Y Trrisses SB 89 `ancr' someroases defermloe that awvtder s acre Is`. essrt#le �': �. V :. .C�" ss?kdlta.r.:_+„..ts.«,hr>::.-k,w....•,.. ,7r n. -. .,.:. .._.; _ i�.a.,p, .9: r: x..- •_,. :. .' . ..r ..:_..arc-'^: x. •>-� .ra #i>� aFl� .L� a w' wP r rsirt * `-Y . GROUND BRACING BUILDING.INTERIOR GROUND'BRACING' BUILD�I�t 9XTERIOR' . Top Chord ��,��:�. t t Typrcalvertrcal+: ,End Wall' r.,e wr q.; 5 1 + - - ` attachment Plan... f ��m Blocking Gro no braced ertrcal GB Z ��. ( V) To Chord ��GBV �� Ground Brace Verticals BV y 5 � xr Ground brace - �§��� d+agonals(GBp) ,t;� 't• ` :�l\�� �a. nd�braeaEB) -.�i , ( V) yc �` •� + ``� � � 4 �I �8kt." 9� y :G yu Grbu ds yf tince "t�tis`1.stMtruas olfbrae a", c �latet'al(LBC,{ Groun brace \ �� r x F group of trusses lateral(LB ) Ground br , y z xEnd brace(EB) g dragolralse{GBp) a 7iu Note 2�tAjpac y,temahall VrO a a+a,� � �t adequate capac�to support ground :S , ''�S'k�-'�• ,a J races.={ `tz °Mn x5Tt trut { Backup dcv ,f 2T `-.}'aaw} '`�.��Fi" �:• a ,4 'v-� stake +7 Typical horizontal tie member with Dnven '�'�_1•t/lour „multiple stakes(HT) groundistakes J .. ».?n ;�,2, `t iNcx"" "t c ,•:Yc+a 4-',a- a Y';,Y,pa�h N'j.T;. rut.sv,:y�S. - v, p M, .tip Ma�,,,:J °^ ` !?x fa`"t:'"'a�'Y+* .jrt �rS`•+`• .f+(,xareix -ia� '(y .+e rr, . . ��,� k CAUTION Ground bracing�equtretl for=all-l�stallatlons�.„,� '• ;��, : -..s - ak.:4 �rP�. �rx.�.s�tf ,?t,<� .�Y..:,:.-_o-`€r•r,:i� T .r,!-�. �SM ��5�+. Liar _ ..-t� i Frame 2 i t ' CHORD TOP "CHORD DIAGONAL BRACE' i 12 4 or greater ii r MINIMUM LATERAL BRACE SPACING(DBS SPAN066W." SPACING(LI3S) #trusses AC U to 32' 4/12 8' 20 15 Over 32'-48' 4/12 6' 10 i Over 48'-60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-Larch .SP-Southern Pine • HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord i tis All lateral braces ` Lateral Brace—� ��r � lapped at least 2 Required trusses �— �t 10"or Greater Attachment Required 1 / A� Top chords that are laterally braced can buckle ; : �t .t"5 X+ + ••••, - togetherandcause collapse ifthere is nod,ago- 2 y 'i'" ;;t• j1X jai'. - w♦ '• • •: nal bracing.Diagonal bracing should be nailed ,nl u :'• 9S' �"3 H a •' ••• ••}•`iy to the underside of the top chord when purlins `,_ f : r ` •} • y , , '. are attached to the topside of the top chord. �+�• r r I ••f�•• c SS•' I JT�F�b TRW J :.j x-�i��;�^��i�� _��.�_� ��.r,1NAI�NIT�iG� ..allure_#ofollo�n1'#>�eserec�mirientlaf►ons:couldY 14i�r• •s�.' �'�` ��.►�a4-R'�'��� .. yr..t,=ii'i!: rx..,;;, v!=':.; rt,.' s�3- '+' ...>r �' .2"`..,.i:.<:^^ .3..:�"::'`'- .a.;:k ':x.'a -.Thr ! ew` '.: '.:a.a.,,tA. !&.r a . �sl,:�►;•w �,,`•;t, e+r.. +;_ �Y`E���:�s�. '`��''�i `c`„` .�! r "•'t�SeVerf:p`�etsonal irl]tlry of:�ama(�e t0�1'Us$es�Or�'3Ullfdin s �� �'�',tx�� `•{: �i �s K E..r-, �.;1,-'+a � .3 �.�`k< -x-. �i`r� :^,t n.�: a g �" �....�.. � p�rF M.,r-iY•. C:F,-r:,.,;�C .��l•-� ,�:_ ..w;'•<.:a„ -,"'�'t,�'ls.,-..d,.:.,,, •�.�t.. r- .r,.r.� 'F'H� r_� k �r xx�� ,• _ 1�r_ja. �.i�" �.- -:,.. .., „w. .,,. r-. :;....:s :.M. ... - f'""4...atS. /,lax. .:s• tl rl� '� I i �I i •I i N n i � v+,` r � � •• 4• i �«• f• •':•}}•••-, w TOP CHORD •••••• • • t MINIMUM; TOP;CHORQ: DIAGONALBRACE •r • • - i' td r4. i PITCH iii.: ' i s rr i • j :�'� •` •••I i-•. 'Al! LATERAL BRACE SPACING;(DBS) 12 SPAWNk� DIFFERENCE SPACING #trusses 4' ` .' • �e • c •. „ s SP DF =SPF/HF •' •��: +' •` v U to 28' 2.5 7' 17 12 \ •. r� r Over 28'-42' 3.0 6' 9 6 Over 42'-60' 3.0 5' 5 3 Over 60' See a registered professional engineer \ r ` g � SP Southern�Plne r HF Hem fir r � `T SPF $pruce�Ptne Fly r , ;�. �+ 1 it� Continuous Top Chord �� ��. ' _.• Lateral Brace —� ` All lateral braCBS:_ ,i�y���'� t Required ` lappetl at least 2 � �--�i � �— trusses \ r 10"or Greater ��� ` Attachment Shu Required4 jA �. s V L t �G To chords that are lateral) braced can buckle -r.• 1 x�-r ; yg .� P e �. togetherandcausecollapseifthereisnodiago- �' {�s�k•x- yiY.�. s.� •�. -- ',`�`� ojQ nal bracing.Diagonal bracing should be nailed `im - -F,T" �' :+` ? to the underside of the to chord when purlins Cdk�J 4�`�F - e topside top chord. ,Ty}� - are attached to th a of the ord 77! tk^ � � SCISSORS TRUSS - Frame 3 i 12 --- 4 or greater i • BOTTOM CHORD BOTTOM CHORD 6iAGONAL BRACE : s MINIMUM . LATERAL`BRACE SPACING(DBS) SPAN PITCH SPACING(LBS) - [#.trusses] - Up to 32' 4/12 15' 20 15 a�• Over 32..48' . 4/12 15' 10 7 Over 48'-60' 4/12 15' 6 4 svtyr� 1+ Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine • � � HF-Hem-Fir SPF—Spruce-Pine-Fir All lateral braces err lapped at least 2 tx4 '� s� trusses. ip 40, t, 4 � t8'$ �h?�<��:d5.i y� "°•,+§�- �?�Y'�n �rL1 s .( {��K+ , y�' N.Y��".'�' �RI ''w 3�ia� a �� r�� �trr �• T��r���' Bottom chord diagonal bracing at each end of the building and at same �� � '' � • • spacing as top or diagonal bracing 44� �� w :� a . •BOTTOM GF'�O�iD Pt.IlAIE.. ... .• • -: .Y-i'rs����' '�,r� 7-,'''w•�G u�•� - w to::+4 m.�-:.�'k`+ �:_�"��,..:��.'��fi��� '�.r-•"' •t—�:�a�,S>;5-�:ks s...a'.tea.r s `i'_�-�.c rN r ,�,� ' u w-� '�.�� ,r ,�'�` '`� <�,� •;-�-�`K.�.:��. � :��, ���•: ,�, �.�� �-Y �F�.r�"dat�ons could resu Yih ,,-� _ � ��'�; -,x��t ;�J:� ;n,.�� �:::,��I�,� �t��sever^e'°p'ersor�atrn�u• or�dama e:t5 trusse�:or bu4ldn"s�x��`== ,•,` �-� F,'-� <%'��.,���`�""�A �*�s?�,rr,�•.'ua ��� w��� ,� o .�� r=.t•� r 1 n g � �[.o .+ .._ g , s � 1; q °t ! ,, '� zr,-,3- r...,.,_.. .-. _ .._, ty"�:'•-.r-x...sr'.�t� ---'..._..,tF•,f -,t r+-.s�"_Xt.�`:i"i L�.s.�;..+ „,t"`;''�"� Sgr�'y'—w �''s�`��`'4 iF�t►��'t �"` �.,4:���:r; .#t'R��'�.i'ti•a. 40 Cross:bracing repeated:`' mor � '' �': , ateach end of the .. GssP moo. building and at 20' s - = Intervals. u' ,e 1 'eft Permanent s ; .COntinuoUS ?, r �"•. lateral.bracirig ass ecified b the a u k =a5° truss engineering. t WEB MEMBER PLANE n Frame 4 TOP CHORD 2x4/2x6 'PARALLELContinuous TOP CHORD DIAGONAL BRACE CHORD TRUSS Top Chord MINIMUM '.LATERAL BRACE SPACING.(DB s} Lateral Brace SPAN DEPTH SPACING LB #trusses Required ( S� Top chords that are laterally braced can buckle \ SP/DF SPF/HF togetherand cause collapse if there isno diago- 10"or Greater U to 32' 30" 8' 16 10 nalbracing.Diagonal bracing should be nailed 6 4 to the underside of the top chord when purlins Over 32'_48' 42" 6' are attached to the topside of the top chord. Over 48'-60' 481, 5' 4 2 Over 60' See a registered professional engineer Attachment DF-Douglas Fir-Larch SP.Southern,Pine' Required It HF-Hem-Fir SPF--Spruce-Pine-Fir- --------------- Spruce-Pine-Fir-. g l Sp es 9 2 `v0\ F/NF o.c• ! + 30"or greater ntNA. } fZ,ft •zx`t "`G, ti ,}Y 7'sX:r a h �� t,. : Yi+l'T�U'Kaa'S � "reyc i�is"•� � s c.�,��'�+C rs, { �tii�,� �Z�P.c RT i�. . -r++R.,�'"�4 r t ;��•w +.. !"r, tpp �.th'n st r F n�' r Y'7G a,- .. �,}r ti�'�vi .r� ��,',�' V, - l,+ .t,�:�' -.r���3,•'�t�eastrlWO ,�;r.- r �'dd•,a s�y t`r�t t :: 'ri ,•fi4 r 1�4 aa�t`'� � ��itf. :;. .. .. iroeFet`rtrU "" �$•Jif � ti � }i yY�� rtt�� �.,. �+�- y�"i•'lr j @�"'. #.r•c. :—r The end4YrfiZ �� e�sr�y �y k .at h,i � �Y U i4 Yat ki �iattax_yty��c ti dia onal brace { j�r s � l Iar�� �q g F r �; `�?r �Litiyt3nvY rat � y,4d a���� for cantilevered :: End•dlagonals a e se sent al'for � � ' trusses-must be stabtlrty and'must-be duplicated o_'; i z'�r;'hk f� w+ � `. • placed on vertical both ends of the truss system t �� � L e t' , • so**. "'';' ` webs In line with " •• • ease. •. • • • •.,. the support �F iw • .•••••. c�'fi.: V rnrS._'.' "2_'.•fi �...:�3 ,,,5 . _•.: n 11ifARNING .FailuM610IloW these recofnmI... ions could resu�f'3�• t �" x�i J.' }. i Ik#;i .fr r r,.Caa c la yJ�ua r»4 se rene personal!irijury or Clafnag o truases�o"r-builc�irlgs `� `�''*' •. � � i , k 1 r �a "°,-w.: 'n_'at..r:?:*.;:}` ,-t t..,1.'sbzs;,r%+`•t':f Y.' -F'�a')i�!- r+�!;i i :i {'u•^�i�iii1:; 4x2 PARALLEL CHORD TRUSS TOP CHORD 4 t+- ••G4ntinuous • =r • 'Top Chord ': • •••••• Topchorde thatare laterally braced can buckle `� 3teral Br"* t togeiherandoausecollapse itthereisnodiago- ,,•. - •• , Ir - nal bracing-Diagonal bracing should be nailed • a eigU ed ••' •I to the underside of the top chord when purlins - " '• •- 10"'or�'ter �\ are attached to the topside of the top chord - , Attachment Required lames 3p'(DB. 1y 15 Trusses ..$) .. 0. I � i w-qu 4� a tt1S y � Trusses musthave lum `:r %W"'j r q4�i tv� r 1r ,Y` ? at m ber oriented in the hork ? x '3q'v` N M 1 {' J J - - Al�ilateralr tzlta;e�h z t g n/e} y�= kjt� zontal direction to use w r n G v F axy r�3 rs s. YA' yfsbrabes lapped <�� tisk >i t 'yf� ,r"Tx F •��yr.� this brace spacing. `fi`3t�edSt=tWef�ty# yt�?'�eisTMt`. x +` '`t S 'c'yGr.'G+i a 7..•`Y Ai' 1tr ,r. , , 'tis, S�, r � .i W .,yt Lrr "C•`*-'c 'Will • �+c?at[U S8S ai r �x! .f�� 'r� , �,��.ea r'+,r a s� os •e. `n n w,� `L 1 } "r"�r•�t-', a•i''�tYa=' d•'e -S'k } 't 1 1 �v,K - �� .4 >np{ _--m-,- --g. End diagonals are essential fo! 4. stability acid must be dupllcatedd oo� I v 1'` LJtk t . . both ends of the truss system. i Nor max!=. a ar ` ✓mow "! Frame 5 12 TOP CHORD 8' TOP CHORD DIAGONAL BRACE greater\ (<B MINIMUM LATERAL BRACE SPACING(DBS) 8• SPAN PITCH SPACING(LBS) [#trusses] \ \ SP DF SPF HF � Up to 24' 3/12 8' 17 12 \ \ \ \ Over 24'-42' 3/12 7_ 10 6 \ \\ Over 42'-54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine 4HF-Hem ou-Fir SPF-Spruce-Pine-Fir 05 \ \\ 41, \, \� All lateral braces r \ r� lapped at least 2 trusses. Diagonal brace also required on end verticals._ Continuous Top Chord Lateral Brace \ �� K1 rL � Required Top chords that are laterally braced can buckle p r togetherandcause collapse itthereisnodiago- 10"or Greater nal bracing.Diagonal bracing should be nailed •�`:�,., � to the underside of the top chord when purlins attached to the topside of the to chord. 5,'�'�/' i• •• are alta P p ;H'� x•F.C+S'S- ir�,.svy'�. N. 14 t � �w �••a�y, k u0, •Attachment•• ••••• }` MONO TRUSS. t � s'^r���s4 i � `• °F '. .' dequired •' c , 4 uw r. . �r;�� ���„ �r� .�� � � WARNING Fallul'e#o followthese�recommentlattons could resul�l��# =�� •� � =�s� -.�1i{. �f �T�••'I J.t(r�.,``�l ! r �, t{•.. ''.....� `x,T...'^. et��.. t-x. ' _::,x::. s..i'.. � ,Ay'^CY,",�', ..c tt i r.,> '� ' •1'•�ia l �, ,� 5 severe;personal intury or:c]amage_totrusses or.-tiutldtngs f ":�'•"` «,..; "u� j.v a'«•"" -'%^ "y�4�:4<. �'!°t4�. •ter t_;,•1t_- on., .,.-.,� K � "" ,.. 'c.�. '� � z.,.•§s ir+. ,•f,r' a iW_r 7,_r'n::b'Sr 'a +t i� �,.,.� � ....-.. .-._ ,,._;.... �.•.y-�.-_'-. x..__._. 't L-,�.:, ... ..f..�.Y•f, a,P:_���.....r .-�,.r.,50-_. :.... � � �� - :'��•f; . �• o••• o' ww INSTALLATION TOLERANCES :'' ': ' Bo `• �a x -:il i • •, • 0.0 Wo �•••R• .V L 1 r Le' 9Sh nr • � t ' PLUMB =. . D(in) D/50 D(ft) f ... 12" 1/4" 1' Lesser of 24" 1/2" 2, U200 or 2" p. 36" 3/4" 3' 48" 1.. 4, —�- 60.1 1-1/4" 5' L(in) -- L(in) i 72" 1-1/2" 6' i 84" 1-3/4" 7' Truss . 96" 2" 8' Depth i 108.. 2,. 9 i :.........::::: :.:.......... D(in) i Lesser of I 4` L/200 or 2' �. .. i Lesser of D/50 or 2" L(m) L/200 L(fi)` L(in) 1/206 L(ft)' t/4 Maximum ' jT 50" 1 4" 4.2' 200" 1" 16.7' Plumb Misplacement 100" 12" 8.3' 250" 14/4" 20.8' Line, 150" 3/4" 12.5' 300" OUT-OF-PLUMBINSTALLATION TOLERANCES.' OUT-OF-PLANE INSTALLATION TOLERANCES. . �,•.F,:4L'.x {�i. �i:' - �'"�3i"-+"9.:'�L ���t ,.,F "Ic^+..--:,.;9 �":�'Yo-��b�.�i� f.•.,v?. _..� kay,xa;,y -.P r` t:.-*��a--N i......;, Af.:.k 7+rV.�H?„���e M�i.M- L�,'-�fT'eaPSn-ut'd x�f.�i f'�:4�.� . "x� r �: r ,,:' Y5°DANGER ,UntleP norateumstarice ;� ourd ty:. - `EXT.''�Fx"u:a_,'Y. SL-y.". •t':� � .'i¢-iY""s' tr". Ra �'"�et� x1�� •r �.� akF ..5'?y^z.=,�rt�• ..r�^ �; »..:N;�ictr - _S�'�yt'.1`2 $'"�,rr'r r� � �`���NARNIN�,,Do not cl�'t tru�ses������'��r< � .�;cons#rµctlonloatlsofianytlescrlptlonbep[aced '•:: '1� ,6+„Jf+x.`' ns'i. �+'y.h.. �.^"j.� t�,. 4i'.SrO' r''r'�6a-r ii .ra.t niw£"_�• .,t"•: " ��+:5; rte - - ' s 1.x..Ma�.G 'rtt�,'s.['`- 1 v �•i.'i''� S,f".r` �, �, �i:,hvt•?�•-.# ,� on unbraced trusses�� �`' ti'�� r,'x -v�zr• 'y+� s r•.--�.. "7F....-.5 t4.Y ...='�., i.�.r �., tis..-..i;A.Ka' .af:�'�: ..��i.;>2�'.{. ....:.til -.f..� )re,f. i.4... 4. .-{'._...t S+ S.rf.'.:. F. Frame 6 '