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Home My WebLink AboutTruss planFile Copy d. J3 J5 _ in M T3 C4 Ir EI\Lennar\Meadowood\JU37\Plode13037-0 Lot 196,dwg 20'-1 1 35'-2" V-7';" I'-7 so 0„ --- 24'-10" 12 ` 5 nIF J1 II J5 II (1) �10,_0„) .I. " 011 ---- -4'_ P'_8 t/4" 3'-1 3/4" 3,_4„ I II HURRICANE METAL STRAP -6,. -- iv 01 ANCHOR EACH TRUSS (BY BLUR) $ 1 5-11 1/4" — 2, J„ (CANTILEVER) J1 ==—J3 TYI-DICAI._ OVERHANG DETAIL. — I G, J5----- III `� J7C J7C J7C J7C I' i = J7C M f M s Q q a ¢ a Q t Q J7 n 5'-11 1/4" ip J7 J7_ N J7 N , J7 I ! In ble .1 A T3 - J7 rwm J1 G i M (CANT) TYPICAL CORNER SEr DETAIL ppRAVED ❑ REVISE AT'b RUS)7&i111y`i gPJgCTED 0 APPROVE" ASNOTED Corrections or. Monuments mafrode M tie shop dnwio w dariDg this revew do oat relieve this yisboontra"" m eamPllhis with rafym;ements of the ds¢,,:,mgs WA wpeciflcarions. "tithe check is my for review of gerraral 0110 aaupormmce widn dse. design mnceq of rise pro3laa and gmenl campharrs with she "fonnotIon given is re. and dimero panful doaomenu The, suboontrvICii fur llew f�sn8 cop cartelatmg all q>santtes ioM: aeketing fabrieatios; Processes And techniglns of his wort: wdr dW of FA [ndewc CNWWdpp: coord'uAating hwort in a utia sY n pef• and perfor ungis tAte �-�_ BY 4CFYI7FFN IL ,VALS%L P.E.' 7f1S HANGERS TO 13E U5EID (Simpson) or (Usp) Q I.1026 0 HGU526-2 © HU526 THPH26 2 eb (Hangar 6y WWI,) bearing Heights Legend To,- O- 0„ 14'-0" S:Y RAKED WALL CBS NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1). AUTHORIZATION FOR FABRICATION.: - 2) VERIFICATION OF ALL DIMENSION$, b011UI110PTS AND TPIISS.S. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI-Bi Sunirnary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND MILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNCMT, SIGNED TITLE — DATE _.-_- All spacing Is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of gilder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM 1tNS OFTICE. Labeling trusses is a service, not a requirement. EngpTeered drawings supercede labeling of trusses. It Is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING DiECTOi BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLAIE NANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SOON PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS AI.wArS REQUIRED TO PREVENT TO'PUNG AND DONINUNG DURING ERECTION: AND PERNIMEM BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICARWS. SEE "BCS-BI Summery Spent COMMENTARY and RECOMMENDATIONS for HANDUNG, INSTAUINO & BRACING METAL PLATE CONNECTED NOW TRUSSES" (TPD. TRUSSES ARE TO BE ERECTED AND FASTFIIED IN A SIRAUOIT AND PUIMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP C1101 I THEY SIINL BE BRACED AS SPIRM D ON THE TRUSS DESIGN. TRUSSES SHALL BE HMOLTD 'MIN REASWABIE CARE WRING ERECTION TO PRM. T DAMAGE TRUSS COMPANY SUPPUES ONLY TRUSS TO TRUSS CONNECTIONS. pLi E 4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �-t HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECNONS. MWFRS (low-flue)/CC hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity : TZC_ MPH Imp. Factor : 1.00 Wind Load Duration Facto : 1.33 Mean Roof Height :.16'-0. Brim M. Blealdy Shod Eng 176051 2590 N. Kings H ildwy, R Pierce, R. 34951 772-461-4160 ,�\11111111/// NI. B( - -.,ENS Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and / pE 7605 t permanent bracing design are the responsibility of the building - designer his —�„ SOUTHERN (772) 404-4160 y E 1 engineer .Lateral bracing shown on the procedure. wi Q \ I truss drawings musk be placed during the erection procedure. '� BUSS COMPANIES * V- j t� 2590 N. Kings Highway, Fort Pierce, FL 394b) -y S-1 OF /�[r`. Job No,: 9673 i �p ....T �e� .. Lot: BIDGI: Lei -Mar Ho:cTles Tom Address: Fort Pierce, FL. Model 3037; Elevation p z 3 1s"=1'-0" 03/02/7 JAo 30 --s - SubDivislon: I'Meadowood"