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_ _ II I I __II 1 .9 I. 11 ! 1 1 l 1 _ _ __ I I I I 1 1.. <br />P.T 6X6 POST <br />ON 5IMP50N <br />ABU66 <br />cc <br />c <br />SIMPSON <br />ATTIC VENTILATION CALCULATION <br />5'-4" i3l. \ / I ATTIC SF 1238 <br />5IMP50N \ TR-14 DOT / 1 f 300 4.126667 X 144 = <br />HU210-2 \ <br />nna TR-15 — — — 594.24 DIVIDE 2 = <br />5IMP50N <br />HUC410 <br />6X6 P.T P05T ON <br />5IMP50N ABU66, L <br />SIMP50N ECUL C <br />CAP <br />594.24 SI <br />297.12 SI UPPER & LOWER <br />VENTILATION RElXD <br />LF OF GAF COBRA RIDIG E VENTS 17 LF <br />18 SI PER LF <br />FLORIDA PRODUCT APPROVAL # 6267-65 <br />OR <br /># OF LAMANCO MODEL 730 OFF RIDGE VENTS REQ`D <br />30 SI NET FREE AREA <br />FLORIDA PRODUCT APPROVAL# 2847-69 <br />AND <br />NORANDEX ALUMINUM SOFFIT VENT LF REQ°D <br />6.42 SI/FT <br />FLORIDA PRODUCT APPROVAL # 12505.1 <br />NOTES: <br />1) FDJ TO REVIEW TRUSS ENGINEER <br />DRAWINGS PRIOR TO INSTALLATION AND <br />RESERVES THE RIGHT TO MODIFY THE <br />DRAWING SET ACCORDINGLY. <br />2) CONTRACTOR OPTION TO UTILIZE <br />ALTERNATIVE CONNECTIONS IF LOADS ARE <br />EQUAL TO OR GREATER THAN SPECIFIED <br />CONNECTION VALUES. <br />10 EACH <br />46 LF <br />FDJ ENGINEERING AND DESIGN, <br />LLG <br />GERT, OF AUTHORIZATION # 5pgbb <br />FRANKOFDJENG.COM <br />NGINEERING CERTIFIG TIGATION <br />HEREBY CERTIFY THAT I HA VIEW THE <br />TTAGHED DESIGN AND FOUN T BE I <br />OMPLIANGE WITH THE FLORA IN ODF"� <br />fH EDITION (2020) - RE5IDENTIAL , - <br />HIS DRAWING AND DESIGN 15 VAL D: 0'�4 12 <br />IDNTHS AFTER THE DATE IT 15 5IGNEN \ <br />PALED <br />THIS DRAWING AND DESIGN 15 516NED AND <br />SEALED FOR STRUCTURAL ENGINEERING ONLY, <br />FRANK A DEJ05F PE <br />FL PE #13539 <br />1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. <br />2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO <br />MANUFACTURERS SPECIFICATIONS. <br />3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT <br />PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING <br />CALCULATIONS. <br />4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS <br />ON SITE FOR FRAMING INSPECTION. <br />5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE <br />TRUSS BOTTOM CHORD W/ SIMPSON STC TO INSURE THAT <br />THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. <br />6. ALL ROOF TRUSSES AT 2411 O.0 <br />7. TRUSS OVERHANGS TO BE 12" U.N.O <br />8. TRUSSES MANUFACTURED BY (TBD) <br />9. ROOF PITCH: 6:12 <br />10.WRAP ALL EXPOSED BEAMS WITH HARDI BOARD <br />w <br />�— rl <br />Lu <br />Lu <br />Lu <br />LL- <br />In '� <br />xx <br />lu <br />cop- <br />cl Lu <br />IN <br />z <br />-1 <br />A_ <br />kD <br />z <br />u- <br />l- <br />O <br />O <br />PROVIDED BY: <br />2721 Agnes St <br />Tampa FL 33619 <br />813 313 0045 <br />Lr <br />LL <br />DATE: <br />11/17/2021 <br />SCALE: <br />1 /411=11-011 <br />SHEET: <br />0-5 <br />Lu <br />Lo Lu <br />ly- <br />Lu <br />