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I HEREBY CERTIFY THAT THIS PLAN AND <br />SPECIFICATIONS WAS PREPARED BY ME OR <br />UNDER MY DIRECT SUPERVISION AND FOUND IT <br />TO BE IN COMPLIANCE WITH THE 2017 FLORIDA <br />BUILDING CODE 6TH ED (RESIDENTIAL) <br />5IMP50N <br />- 6X6 POST <br />HP50N <br />J210-2 <br />ATTIC SF 1238 <br />13.00 4.1.26.7. - 144 594.24SI <br />54.24 DIVIDE 2 -- 27.12 SI UPPER & LOWER <br />VENTILATION RE `D <br />LF OF GAF C'.a RIDGE <br />18 SI PER LF <br />FLORIDA PRODUCT APPROVAL# 15,267-65 <br />OR <br />.,. SI NET FREE i. <br />FLORIDA PRODUCT APPROVAL# 2947-69 <br />AND <br /># t --FLORIDA PRODUCT APPROVAL # 12505.1 <br />n•: l <br />DOOR SCHEDULE <br />NUMBER <br />LABEL <br />QTY <br />FLOOR <br />SIZE <br />WIDTH <br />HEIGHT <br />R/O <br />DESCRIPTION <br />HEADER <br />THICKNESS <br />TEMPERED <br />FIRE <br />D01 <br />16070 <br />1 <br />1 <br />16070 <br />192 " <br />84 " <br />192"X84" <br />GARAGE-C31-SOLID <br />PRE-CAST208" <br />1 3/4" <br />D02 <br />1668 <br />1 <br />1 <br />1668 R IN <br />18 " <br />8011 <br />20"X82 112" <br />HINGED -DOOR PO4 <br />2X6X23" 2 <br />1 3/8" <br />D03 <br />1868 <br />1 <br />1 <br />1868 L IN <br />20 1/8 " <br />80 " <br />22 1/8"X82 1/2" <br />HINGED -DOOR PO4 <br />2X6X25 1/8" 2 <br />1 3/8" <br />D04 <br />2068 <br />1 <br />1 <br />2068 L <br />24 " <br />80 " <br />24"X80" <br />SHOWER -GLASS SLAB <br />1/2" <br />YES <br />D05 <br />2068 <br />1 <br />1 <br />2068 R IN <br />24 " <br />80 " <br />26"X82 1/2" <br />HINGED -DOOR PO4 <br />2X6X29" 2 <br />1 3/8" <br />D06 <br />2468 <br />1 <br />1 <br />2468 L EX <br />28 " <br />80" <br />30"X83" <br />EXT. HINGED -GLASS PANEL <br />PRE -CAST 36" <br />1 3/4" <br />YES <br />D07 <br />2468 <br />1 <br />1 <br />2468 L IN <br />28 " <br />8011 <br />30"X82 1/2" <br />HINGED -DOOR PO4 <br />2X6X33" 2 <br />1 3/8" <br />D08 <br />2468 <br />1 <br />1 <br />2468 R IN <br />28 " <br />80" <br />30"X82 1/2" <br />HINGED -DOOR PO4 <br />2X6X33" 2 <br />1 3/8" <br />D09 <br />2668 <br />3 <br />1 <br />2668 L IN <br />30 " <br />80 " <br />32"X82 1/2" <br />HINGED -DOOR PO4 <br />.2X6X35" 2 <br />1 3/8" <br />D 10 <br />2668 <br />2 <br />1 <br />2668 R IN <br />30 " <br />8011 <br />32"X82 1/2" <br />HINGED -DOOR PO4 <br />2X6X35" 2 <br />1 3/8" <br />D 11 <br />2868 <br />1 <br />1 <br />2868 L IN <br />32 " <br />80 " <br />34"X82 1/2" <br />HINGED -DOOR PO4 <br />2X6X37" 2 <br />1 3/8" <br />D12 <br />2868 <br />1 <br />1 <br />2868 R EX <br />32 " <br />8011 <br />34"X83" <br />EXT. HINGED -SLAB <br />PRE-CAST40" <br />1 3/4" <br />YES <br />D13 <br />3068 <br />1 <br />1 <br />3068 L EX <br />36 " <br />8011 <br />38"X83" <br />EXT. HINGED —DOOR E21 <br />PRE-CAST48" <br />1 3/4" <br />D15 <br />4068 <br />2 <br />1 <br />4068 L/R <br />48 " <br />80 " <br />50"X82 1/2" <br />4 DR. BIFOLD-PANEL <br />2X8X53" 2 <br />1 3/8" <br />D16 <br />5068 <br />1 <br />1 <br />5068 L/R IN <br />60 " 18011 <br />62"X82 1/2" <br />DOUBLE HINGED -SLAB <br />2X8X65" 2 <br />1 3/4" <br />WINDOW SCHEDULE <br />NUMBER <br />LABEL <br />QTY <br />FLOOR <br />SIZE <br />WIDTH <br />HEIGHT <br />R/O <br />EGRESS <br />DESCRIPTION <br />HEADER <br />MANUFACTURER <br />W03 <br />2850SH <br />2 <br />1 <br />2850SH <br />32 " <br />60 " <br />33"X61" <br />SINGLE HUNG <br />PRE-CAST40" <br />MI <br />W04 <br />3042SH <br />2 <br />1 <br />3042SH <br />36 " <br />50 " <br />37"X51" <br />SINGLE HUNG <br />PRE-CAST48° <br />MI <br />W05 <br />2850SH <br />4 <br />1 <br />2850SH <br />32 " <br />60 " <br />33"X61" <br />YES <br />SINGLE HUNG <br />PRE-CAST40" <br />MI <br />STANDARD LENGTHS <br />OVERALL <br />TOP <br />BOTTOM <br />LENGTH <br />STEEL <br />STEEL <br />3'-0" <br />(36") <br />2 -7/32" wire <br />2 -#3 rebar <br />3'-4" <br />40" <br />2 -7/32" wire <br />2 43 rebar <br />3'-6" <br />4211 <br />2 -7/32" wire <br />2 43 rebar <br />4'-0" <br />48" <br />2 -7/32" wire <br />2 43 rebar <br />4'-6" <br />54" <br />2 -7/32" wire <br />2 43 rebar <br />4'-8" <br />56" <br />2 -7/32" wire <br />2 43 rebar <br />5'-4" <br />64" <br />2 -7/32" wire <br />2 43 rebar <br />5'-10" <br />70" <br />2 -7/32" wire <br />2 43 rebar <br />CA" <br />72" <br />2 -7/32" wire <br />2 44 rebar <br />6'-6" <br />78" <br />2 -7/32" wire <br />2 44 rebar <br />6'-8" <br />80" <br />2 -7/32" wire <br />2 44 rebar <br />3IMP50N <br />7'-4" <br />88" <br />2 -7/32" wire <br />2 44 rebar <br />4U210-2 <br />7'-6" <br />90" <br />2 -7/32" wire <br />2 44 rebar <br />�y <br />8'-0" <br />96" <br />2 43 rebar <br />2 44 rebar <br />x <br />8'-8" <br />104" <br />2 43 rebar <br />2 44 rebar <br />C'4 <br />9'-4" <br />112" <br />2 43 rebar <br />2 44 rebar <br />p_ <br />10'-0" <br />120" <br />2 43 rebar <br />2 44 rebar <br />10'-6" <br />126" <br />2 43 rebar <br />2 44 rebar <br />q <br />10%8" <br />128" <br />2 43 rebar <br />2 45 rebar <br />11'-41' <br />136" <br />2 43 rebar <br />2 45 rebar <br />12'-0" <br />144" <br />2 43 rebar <br />2 45 rebar <br />13'-4" <br />160" <br />2 43 rebar <br />2 45 rebar <br />14'-0" <br />168" <br />2 43 rebar <br />2 45 rebar <br />Additional lengths available by special order <br />18" PRESTRESSED U—LINTELS <br />75.. � <br />8 <br />75.. <br />8 <br />11,. 51., 11.. <br />4 8 4 <br />— TOP STEEL — <br />PATRICK A. SULLIVAN <br />ARCHITECT, LLC <br />AA26002687 <br />8910 N. DALE MABRY HWY <br />SUITE 22 <br />TAMPA FL 33614 <br />(813) 205-2494 <br />1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. <br />°- 1 BOTTOM 2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO <br />t STEEL <br />UsMANUFACTURERS SPECIFICATIONS. <br />W1 ° <br />a ° 3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT <br />51/2"LONG NOTCH= PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING <br />EACH END CALCULATIONS. <br />Rebar: ASTM A615 Grade 60 <br />Wire: ASTM A510 <br />Concrete Strength: 3500 psi <br />Average Self Weight: 33 plf <br />Finish: Grey Block <br />STANDARD LENGTHS <br />OVERALL <br />LENGTH <br />TOP <br />STEEL <br />BOTTOM <br />STEEL <br />14'-8" <br />176" <br />NONE <br />2-7/1 strand <br />15'4" <br />184" <br />NONE <br />2 -7/16 strand <br />17'-419 <br />208" <br />NONE <br />2 -7/16 strand <br />19'-4" <br />232" <br />2 -7/32" wire <br />2 -7/16 strand <br />21'-4" <br />(256515) <br />2 -7/32" wire <br />2 -7/16 strand <br />2 - #4 rebar <br />22'-0" <br />(264") <br />2 -7/32" wire <br />2 -7/16 strand <br />2 - #4 rebar <br />(288") <br />2 -7/32" wire <br />2 -7/16 strand <br />2 - #4 rebar <br />Additional lengths available by special order <br />Rebar: ASTM A615 Grade 60 <br />Wire: ASTM A510 <br />Strand: ASTM A416 Grade 270 <br />Concrete Strength: 6000 psi <br />Synthetic Fibers: 2.5 lbs/yd <br />Average Self Weight: 37 plf <br />Finish: Grey Smooth Form <br />75., <br />78.. <br />%11„ 51.. 11 <br />1,4 8 4 1 <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 />j BOTTOM <br />STEEL 9. ROOF PITCH: 6:12 <br />� <br />'� 10. LVL / MICROLLAM / OTHER BEAMS SHALL BE SIZED AND <br />4 a PROVIDED BY TRUSS ENGINEER <br />5112" LONG NOTCH <br />EACH END <br />T_— <br />_O <br />tr <br />AL <br />Q <br />� <br />J <br />trl <br />rp <br />Q <br />�— <br />W <br />O <br />>' <br />W <br />} <br />W <br />w <br />r� <br />Q <br />W <br />CD <br />z <br />w <br />w <br />LL <br />LL <br />OLU <br />O N <br />PROVIDED BY: <br />1385 OAKFIELD DR <br />BRANDON FL 33511 <br />813.313.0045 <br />Lr <br />Cr <br />LLr F <br />DATE: <br />7/8/2019 <br />SCALE: <br />1 /4''=11-011 <br />SHEET: <br />0-6 <br />