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P.T bX6 P05T ON 5IMP50N ABU66 51MF HU21 51MF5( HUC411 6X6 P.T P05T C 5IMFBON ABUe 5IMF50N ECCI CAP BIMP50N 1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. ATTIC SF 1238 /3-00 4.126667'X 144 594.24 si 594.24 DIVIDE 2 297-12 SI UPPER & LOWER VENTILATION REaD LF OF GAF COBRA RI DG E VENTS 17 LF 18 SI PER LF FLORIDA PRODUCT APPROVAL #,6267-65 OR #OF LAMANCO MODEL730 OFF RIDGEVENTS REQ!D 10 EACH 30 SI NET FREE AREA FLORIDA PRODUCT APPROVAL# 2947-69 AND NORANDEX ALUMINUM SOFFIT VENT LF RWD 46 LF 6.42 SI/FT FLORIDA PRODUCT, APPROVAL# 12505.1 NOTES: 1) FDJ TO REVIEW TRUSS ENGINEER DRAWINGS PRIOR TO INSTALLATION AND RESERVES THE RIGHT TO MODIFY THE DRAWING SET ACCORDINGLY. 2) CONTRACTOR OPTION TO UTILIZE ALTERNATIVE CONNECTIONS IF LOADS ARE EQUAL TO OR GREATER THAN SPECIFIED CONNECTION VALUES. FDJ ENOINEERING, AND DESION, LLr, CERT. OF AUTHORIZATION # 30166 FRANK@FDJF�NO.COM rENGINEERINO CERTIFICATICATION I HERE13Y CERTIFY THAT I HAVE REVIENED THE ATTACHED DE516N AND FOUND IT TO BE IN COMPLIANCE INITH THE FLORIDA BUILDIN6 COPE, 6TH EDITION (2011) - RESIDENTIAL TH15 DRANING AND VE5*N 15 VAUD FOR 12 MONTHS AFTER THE DATE IT 15 SIONEP AND SEA�EV THIS 5EAL;C�M jzwwt ROINg Rn e l - W Luz. .4p G 0' A,- '-. . ..-" L FRANK AQ12M FL FE #'1353q 8" PRECAST U-LINTELS IsTANDARDLENGTHs OVERALL TOP BOTTOM LENGTH STEEL STEEL 3'-0" (36") 2 -7/32" wire 2 43 rebar 3'4" (40") 2 -7/32" wire 2 43 rehar 3 -6" (42") 2 -7/32" wire 2 43 rebar 4'-011 (48") 2 -7/32" wire 2 43 rebar IT-10 Y 41-6" (54") 2 -71'32" wire 2 43 rebar \ 04 4'-8" (56") 2 -7/32" wire 2 43 rebar 0 F-51411 (64") 2 -7/32" wire 2 43 rebar 75" 5'-10" (70' 2 -7/32" wire 2 43 rebar 751, 6'-05' (72'5) 2 -7/32" wire 2 44 rebar 8 6'-6" (78") 2 -7/32" wire 2 44 rebar Ill 4 5911, 4 6'-8" (80") 2 -7/32" wire 2 44 rebar 1 1 7 7'-4" (88") 2 -7/32" wire 2 44 rebar TOP STEEL 7'-6" (90") 2 -7/32" wire 2 44 rebar BOTTOM 8'-0" (96") 2 43 rebar 2 44 rebar STEEL 2 8'-8" (104") 43 rebar 2 44 rebar 9'4" (1 2") 2 43 rebar 2 44 rebar 10'-0" (120') 2 43 rebar 2 -94 rebar c 10'-6" (126") 2 43 rebar 2 44 rebar 11 �' I I C 10'-8" (128") 2 43 rebar 2 45 rebar 5112" LONG NOTCH-��," 11'4" (136") 2 43 rebar 2 45 rebar EACH END 12'-0" (144") 2 43 rebar 2 45 rebar Rebar: ASTM A615 Grade 60 13'-4" (160") 2 43 rebar 2 45 rebar Wire: ASTMA510 14'-0" (16811) 2 43 rebar 2 45 rebar Concrete Strength: 3500 psi Additional lengths awilable byspecialorder Average Self Weight: 33 plf Finish: Grey Block 18" PRESTRESSED U-LINTELSITANDA"LENGTus OVERALL TOP BOTTOM LENGTH STEEL STEEL 14'-8" (176") NONE 2 -7/16 strand 15'4" (184") NONE 2 -7/16 strand 17'-4" (208") NONE 2 -7/16 strand L0100 19'4" (232") 2 -7/3211 wire 2 -7/16 strarid 21'4" (256") 2 -7/32" wire 2 -7/16 stran 2 - #4 22'-0" (264") 2 -7/32" wire 2 -7/16 strand 7 5., 6 2 - #4 rebar 5 2 -7/32" wire 2 -7/16 stmnd 2 - #4 rebar I sill 11.1 F"" F�41' 8 4 Additional lengths available by special order I T Rebar: ASTM A615 Grade 60 Wire: ASTM A5 10 Strand: ASTM A416 Grade 270 Concrete Strength: 6000 psi Synthetic Fibers: 2.5 lbs/yd Average Self Weight: 37 plf Finish: Grey Smooth Form BOTTOM STEEL "-:1C-4 5 1/2" LONG NOTCH EACH END 2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS SPECIFICATIONS. 3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. 4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. 5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM CHORD W/ SIMPSON STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. 6. ALL ROOF TRUSSES AT 2411 O.0 7. TRUSS OVERHANGS TO BE 12" U.N.0 8. TRUSSES MANUFACTURED BY (TBD) 9. ROOF PITCH: 6:12 1 O.WRAP ALL EXPOSED BEAMS WITH HARDI BOARD L — — — — — — — — — / _u 0-1)- \ — — — — — — — — -- j z C' tu �- 4 ED Ct Lu Lu Lu rz Lu I-- Lu 06 Lu V �- t-- Lu ts) 0) 1 < 7- �) T- 7— < LU -A > (L < u- Z 1 < u- ul U_ (L U-1 < IN PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 2! Ne LL Cl DATE: 7/14/2020 SCALE: 1/411= 1 1-011 SHEET: 0-6 z C' tu �- 4 ED Ct Lu Lu Lu rz Lu I-- Lu 06 Lu V �- t-- Lu ts) 0) 1 < 7- �) T- 7— < LU -A > (L < u- Z 1 < u- ul U_ (L U-1 < IN PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 2! Ne LL Cl DATE: 7/14/2020 SCALE: 1/411= 1 1-011 SHEET: 0-6