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BIMPBON P.T 6X6 P05T ON BIMP50N ABU66 ATTIC VENTILATION CALCULATION 5'-4" > I \ / I ATTIC SF 1238 5IMP50N \ R 14 Do7 / /300 4,126667 X 144 = . 5S4.24 SI HU210-2 594.24 DIVIDE 2 = 257.12 SI UPPER & LOWER VENTILATION REQ`D LF OF + COBRA RIDGE VENTS 17 LF FLORIDA PRODUCT APPROVAL# 6267-65 • •. ■- SI NET FREE AREA I'. N-ARANDEX ALUMINUM SOFFIT VENT LF 11100C • 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. 51MP5( HUC41 6X6 P.T P05T C 5IMP50N ABUE 5IMP50N ECCL GAP 46 EF E FDJ ENGINEERIN6 AND DESIGN, LLG CERT. OF AUTHORIZATION # 30-165 FRANK®FDJENG.COM ENGINEERING CERTIFICATIGATION I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, TTH EDITION (2020) - RE51DENTIAL THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED THIS DRAWING AND DESIGN 15 51GNED AND 5EALED FOR STRUCTURAL ENGINEERING ONLY. FRANK A DEJ05E FE FL FE #1353q 8" PRECAST U-LINTELS I STANDARD LENGTHS OVERALL TOP BOTTOM LENGTH STEEL STEEL 3'-W' 36" 2 -7/32" wire 2 43 rebar 3'4" 40" 2 -7/32" wire 2 43 rebar 3'-6" 42" 2 -7/32" wire 2 43 rebar , 4'-6" 54" 2 7/32" wire 2 43 rebar 4'-8" 56" 2 -7/32" wire 2 43 rebar 5'4" 64" 2 -7/32" wire 2 43 rebar 75., o 5'-10" 70" 2 -7/32" wire 2 -#3 rebar �8 6'-0" 72" 2 -7/32" wire 2 -#4 rebar 6'-6" 78" 2 -7/32" wire 2 44 rebar 14.. 1a 6'-8" 80" 2 -7/32" wire 2 -#4 rebar 7'4" 88" 2 -7/32" wire 2 44 rebar - TOP STEEL I T-6" 90" 2 -7/32" wire 2 44 rebar i, eoTroM , 8'-0" 96" 2 43 rebar 2 44 rebar STEEL 8'-8" 104" 2 43 rebar 2 44 rebar „ „ W /,p 9'4" 112" 2 43 rebar 2 44 rebar \,'m 10'-011 120" 2 43 rebar 2 44 rebar •- _ ', a 10'-6" 126" 2 43 rebar 2 44 rebar 10'-8" 128" 2 43 rebar 2 45 rebar S 112" LONG NOTCH-- 1 P-4" 136" 2 -93 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: ASTM A510 1414' 168" 2 43 rebar 2 45 rebar Concrete Strength: 3500 psi Additional lengths available by special order Average Self Weight: 33 plf Finish: Grey Block 8" PRESTRESSED U-LINTELS STANDARD LENGTHS 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 2194" (256") 2 7/32" wire 2 -7/16 strand 2 - #4 rebar 22'-0" (264") 2 -7/32" wire 2 -7/16 strand 75.. e 2 - #4 rebar 24'-0" (288") 2 -7/32" wire 2 -7/16 strand$--- 2 - #4 rebar 14 4 Additional lengths available by special order 1 TOP STEEL_ Rebar: ASTM A615 Grade 60 v, Wire: ASTM A510 eorrm a sr L Strand: ASTM A416 Grade 270 „�, Concrete Strength: 6000 psi �, I � Synthetic Fibers: 2.5 lbs/yd Average Self Weight: 37 pif qs' le Finish: GreySmooth Form s 112" LONG NOTCH '- EACH END 1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. 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 8. TRUSSES MANUFACTURED BY (TBD) 6 N.1`��L\ w w O Q l.L Q ra Lu ef� mN m Z V z LL U— O O PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 3130045 Cr LL DATE: 1/15/2021 SCALE: 1 /411=1 1-011 SHEET: j)-5