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Home My WebLink AboutTRUSSCONNECTORS SCHEDULE ROOF TRUSS OT ID MODEL ROOF UPLIFT SYM 0 1 A-1 LUS24 / JUS24 11 895 / 835 114901510 1 A- A HTU26/ THD26 360J470 1555 /7 3N, 0 8 TU28 / THD28 4680 5040 2140 1 2330 it- 0 C HTUUD26-2 3600 / 303055 1,2340 285595 I 0 D HTUD 488 I0/5 0 E HGH 5320/5245 2155 /2340 JE 0 F HG 7460 / 8025 323513330 IV 0 G HGUS26-3 / THDH26.3 5230 / 5245 2155 / 2340 J to 0 H HGUS28-3 / THDH28.3 7460 / 7835 3235 / 4370 J w 0 J THJA26 / HJUS 9100 / 8990 4095 / 4370 J u 28 3X8NOP i ;6#0 t-••I REVISE AND RESUfi All ❑ RrVIEWED WITH NOTATIONS ❑ NOT REVIEWED (See EXplanahon) Corrections or comments made or. eq.:ipment su: mitiais or shop dra:virgs during this review do not relieve cot tractor horn compliance: With requiren;e ,cS (If the araw- ings and specifications. This ct?eck is on'Y :cr r:v;A-w of general conrormance With the dasigt; a;••:r,at :. the project and ;eneral compliance ;viti, he iO::, :` Qi;nn g ven in the coniraci d cumatcts. The c_ :r. rec . • mte for con;irring s rr_ ro reiahnsl eP -{1.• n s r an - Sion&; seiectlnc tabri ..• or. prow>se ... _ + of censruct:an: ma—: 1:.;' n; all other trades and pE:;:'.': r ' r'ki 1F9rk ir: a _aye ai:-J s5lislaotory manner. FLORIDA DESIGA SOLUTIONS, 114C. Dave fn—t4—Iq By �uhmaal No.. _—Prieci No—'rmlest Eari. o. EK94G fMMoursto MraGMIBURDle MM MMVPWµ FLOOR LOADING TCLL 20 PSF TOLL 40 PSF TCDL 07 PSF TCDL: 10 PSF BCDL' 10 PSF BCDL: 5 PSF TOTAL 37 PSF TOTAL 55 PSF DURATION: 1.25 DURATION: 1.00 1 � , Is Drawing Must Go Approard And Returned Before Fabrication Will :gin. For Your Protection Check All mansions And Conditions Prior To 3NATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI49I SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES• ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 21 BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 68 Hours And Investigation By Builders First Source. NO EXECPTIONS. For All Connecllans Mar Than Trusl to Trust, Gable Shear Wall. And Connections. Temporary and Permanent Bracing, And Coding And Roof Diaphragm Connections ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SD'E: 2 X 4 BOTTOM CHORD SIZE 2 X 4 OVERHANG LENGTH: 16• END GUT: Plumb CANTILEVER: TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Adams Homes PROJECT: Single Family MODEL: 2265 CR 3CAR FL ADDRESS: 8529 WATERSTONE BLV LOT/BLOCK: 401L34 SUBDMSION: CITY: FORT PIERCE DRAWN BY. KWUSER JOB/: 1517199 DATE 06/09/2019 SCALE: NTS PLAN DATE: 1 2019 6.4 FrstSOUt1Ce 4408 Airport Road Plant City, FL 33563 Ph. (013) 305-1300 Fax (5131 305AJ01 CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A. LUS24 / JU524 895 / 835 490 /510 +1"' 7 A HTU26/ THD26 3600 / 3470 155512330 ,u 0 B HTU28/ THD28 4680 / 5040 2140 / 2330 u9 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2760 I 0 D HTU28-2 / THD28.2 4680 / 5005 3485 / 2595 I m 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 JIE 0 F HGUS28-2 / THDH28.2 7460 / 8025 3235 / 3330 1 V 0 G HGUS26-3 / THDH29.3 5230 / 5246 2155 / 2340 J m 0 H HGUS28-3 / THDH28.3 7460 / 7835 3235 / 4370 1 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 D 28 3XBNOP z- fttirf9 L I REVISE AND RE$UQAAII ❑ RCVIEWED WITH NOTATIONS ❑ NOT HEVOWED (See Explanation) Corrections or comments made on eq.lipment submittals or shop drawings during this review do not relieve cot tractor from complianc6 with requirements ()f the oraw- mgs and specitications. This check is onf; for review of general conformance with the design <:•• zap! cl Ilia project and ,Ieneral compliance tci:h she int:, ^Luton given in the contract docurnaltts. The c, r-u; t' • re ".Ihte for cornirmmy Prd correlating 11' l ae.: �' f "n- slons: se!eetiny fabncwicn pronesse-,.:,av rs". of consllucl<on: co 'd 1.,' n 118 . rk wilt' ...., alt other trades are pe:Er. r.n_ pis y;ork ir: a safe and su�tislaotory manner. FLOFSIDA DI:SIG4 SOLUTIONS, IidC. On IO_ t Q-Iq-' —By !Zubmiltal NO. Proied No. Frolec; Eng. - 6 SCANNED s rvr.un era"rocevwcwwmxs vww ro"ar�BY t Lucleki®UIILV «... rw W.n ntousca w ryto e, eu. xr�gmrena usumn eromwc<xrewtwmnar-+r IMPORTANT acwau°ic aartomenrcr �wrx TileDrawingMust Ba Acation And ..1.011A.041.00 Returned Before Fabrication WAII rwases wve wexm..n4A.L.uemrexcxmosrva teao Yeur CM1eck All mawwwrrsm unerranrAssmm Dioun.For Conditions Dimensions And Conditions Prior To Approval Cl Plan. ROOF LOADING FLOOR LOADING SIGNATURE BELOW INDICATES ALL TOLL 20 PSF TOLL• NOTES AND DIMENSIONS HAVE 40 PSF BEEN ACCEPTED, TCOL' 07 PSF TCOL' 10 PSF BCDL' 10 PSF KCAL: 5 PSF By Oats_ TOTAL 37 PSF TOTAL 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TD THE ENGINEERING DRAWINGS AND BSCIa11 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 11 NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS OF REQUIRED) 4) UPLIFT AND GRAWTY REACTIONS. WARNING Backcbatens Will Not Be Accepted Re9andless of Fault WitM1eut Prior Notification By Customer Wi1M1in a Hours And Investigation By Builders Fiest Source. NO EXECPTIONS. The Geneul Contractor Is Responsible Fe, All Connections Other Than Truss to Truss, Cable Shear Wall. And Concoctions Temporaryend Permanent Bracing, And Ceiling And Roar Di apM1ugm Contloo ns. ROOF PITCH: 6112 CEILING PITCH: D112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: IS - ENO GUT: PNmb CANTILEWER: — TRUSS SPACING: W BUILDING CODE: FW2017 BEARING HEIGXT SCHEDULE BUILDER: Adams Homes PROJECT, gle Family MODEL 226CR 3CAR FL ADDRESS: 85AMRST NNEBLVO jFRT LOT I BLOCK: 4DI2134 SUBDMSION; CITY: PIERCE DRAWNBY: It JOB /: 1a17199 GATE: U6109/2019 SCALE: NTS PLANDATE:J 2019 - - REVISIONS: 1. 3. 4. 0, Fi 4405 Airport Road Plant City, FL 33563 PR )513) 305.1300 Faa(6131305-1301 t~7 CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 835 4901510 7 A HTU26/-TH026— 360073470 f556 / 2730 +p 0 B HTU28 / THD28 4880 / 5040 214012330 Lte 0 C HT1.1262 / TH026-2 3600 / 3365 2175 / 2340 Ic 0 D HTU262 / THD28.2 468016005 3485 / 2596 / o 0 E HGUS262 / THDH26.2 5320 / 5245 2155 / 2340 LIE . 0 F HGUS262 / THDH28-2 7460 / MIS 3235 / 3330 1I IF 0 1 G HGUS263 / THOH263 5230 / 6245 21/ 23Q I V 0 H HGUS263./ THDH28-3 7460 / 7635 323555 / 4370 / w 0 J THJA26 PHJC26 glob / 8990 1095.14370 I u 28 3 X 8 NOP F=VI EWED FOR CODE COMPLIANCE ST. LUCIE C®UNTY- ®OCC Q�-:gdCwa 1 J REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED - (See Explanation) Corrections or comments made on equipment submiltals or shop drawings during this review do not relieve cot tractor from compliance with requirements of the craw- ings and specifications. This check is only for review of general conformance with the design con -.opt of the project and general compliance with the information giver, in the contract documents. The contract'Z, 15 respunsib'e for confirming and correlating all quantitics and esner- sions; selecting fabrication processes LMd techniques of construction; coordinating his cork with that of At other trades and performing his work in a sale and satisfactory manner. FLORIDA DESIGN SOLUTIONS, INC. Dave (n— I a— 19 By SubmRtat No. Frollect Nb Frotw Eng._It�_ ews ®o°a� "�aa®w�m�eum�i mawxwu TOLL '20 PSF TOOL• 07 PSF BCDL '10 •PSF TOTAL 37 PSF DURATION: 115 TCLL• 40 PSF TCDL 10 PSF BCDL: 5 PSF By TOTAL: 55 PSF DURATION: 1.00 SCANNED By Ba HAVE CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES V4010UT REFERRING TO THE ENGINEERING DRAWINGS AND BSCFBISUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES, Oa. SHEATHING SHINGLES. ETC.) ALL INTERIOR HEARING WALLS MUST BE IN PLACE PRIOR TO WSTAILNG TRUSSES REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF BURGER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS OF REQUIRED)- - 4) UPLIFT AND GRAVITY REACTIONS. WARNING Bsckchupas MI Not Be Accepted Re9ardNss of Fault Without Prior 48 Not Houm L4rtpmaron Houm AndBy 9au By B Flrat Flnt GO9ma. NOIDl NO EKEBPRGNS The Genaml CO-lini 0, Is Responsible For All Connaa0ons Mar Than Trues to Truax, Gable Shear Wall, And Connections. Temporary entl P...nd Bneln9, And CoIRan Antl Roof Waphrs9m Connae60na ROOF PITCH: 912 CEDING PITCH: 0112 TOPCHORDSQE 2X4 BOTTOMCHORDSRE 2X4 OVERHANGLENGTH: Ir END CUT: Plumb CANRLEVER: — TRUSS SPACING: 2V BUILDING CODE MC2017 - BEARING HEIGHT SCHEDULE BUADERI Adams Homes PROJECT: Single Family MODEL 2265 CR 3CAR FL ADDRESS: 6529 WATERSTONE BLVD LOT/,BLOCK "I1 SUBDIVISION: WAnRSTOME CRY: FORT PIERCE ORawN er: KTEueER J090:1 1817195 DATE O6N9rt019 SCALE NT9 TWO 4408 Airport Road Plant City, FL 33593 PR (813) 305-100 F.(813) 305-1301