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SEE SHEET 03 FOR SPANS <br />ROOF "TRUSSIES, <br />PER ARCHITECTURAL„,,, <br />• ENGINEER <br />HURRICANE TIES <br />© EA RAFTER --- <br />JOIST HANGER--------- <br />2x RIME JOIST <br />2x F <br />GALV, MEETAM!, FLASHING <br />O°, MAX <br />O.HB. <br />2x LEDGER W/ 1/2°°' x 3-1/2” <br />GALV. LAG BOLT W/ ROUND CUT <br />WASHER © EA. PREDRILLED STUD <br />OR 2x BLOCKING @ 24" O.C., MAX <br />ID... SPAN 2x <br />LOCKING <br />4x POST, <br />PER A/E <br />ROOFING OVER #15 <br />FELT OVER 1/2" CDX <br />PLYWD SHEATHING MEIN, <br />HURRICANE TIES <br />f EA. RAFTER <br />2.x BLOCKING <br />GALV., DRIP EDGE <br />FLASHING (OPTIONAL) <br />GUTTER (OPTIONAL) <br />2x FASCIA <br />- 4x BEAM ``;/ <br />1. HO COUNTY APPROVED <br />COLUMN CAP INSTALLED PER <br />MEFR. SPECS, OR <br />OOR JOIST, PER A./E <br />CONCRETE: FOOTIViG, <br />PER A/E <br />3/4", MAX <br />DOOR <br />2. APPROVED T STRAP BOTH <br />SIDES INSTALLED PER MFR <br />SPECS, OR <br />3, APPROVED POST CAP <br />NSTALLED PER MFR.. SPECS, <br />W/ KNEE BRACES Q EA <br />CORNER <br />ATERPROOFVNG MEMBRANE <br />ATTACK -EZ, LANA, <br />m _ SCALE: 3/8' ,«„«, 1 „,. 0” <br />C° MEIN <br />CONCRETE FOOTING, <br />PER A/E <br />47631.0'11. wiel41 <br />01Mgraii; 0.147. <br />vm 1.4,011Ba88Nit a <br />un we'1 <br />DESCRIPTION <br />VON <br />ESUGNV BY: - <br />RAGWN I3Y: NB <br />