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2x BLOCKING <br />ROOFING OVER 1/2" <br />CDX PLYWD, MIN. <br />HURRICANE TIES <br />© EA RAFTER <br />4x POST <br />GALV, DRIP EDGE <br />FLASHING <br />2x FASCIA <br />BEAM W/ POST CAP <br />ALT. EAV! DETAIL <br />4x POST <br />COLUMN BASE, <br />. • PER A/E <br />SCALE: 3/8" 1.-0" <br />—4.— <br />COLUMN BASE, SIDE <br />CLEARANCE PER MFR, SPECS <br />1" AIR GAP W/ DRY PACK <br />ISOLATED CONC. POST <br />FOOTING—NO SLAB, PER A/E <br />ALT. FOOTINETAIL <br />SCALE: 3/8" <br />ALLOWABLE SPANS FOR DF#1 HEADER <br />maximum span of tributary load: 20.-0" <br />SPAN <br />Up to 4'-0" <br />4'-1" to 6'-0" <br />6'-1" to 8`-0" <br />a' -r to 1O' -O" <br />ic-r to 12'.--0" <br />BEAM SIZE <br />4x4 <br />4x6 <br />4x8 <br />4x10 <br />4x12 <br />• 4x12 DF No 1 moy be used over 16'-0" goroge door in <br />one—story open patio or carport structures. <br />ALLOWABLE SPANS FOR DF#2 ROOF RAFTERS <br />Roof Deod Load: 6psf (shingles) mo Live Load 10 psf <br />RAFTER SIZE <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />SPACING <br />24" <br />16" <br />12" <br />24" <br />16" <br />12" <br />24" <br />16" <br />12" <br />24" <br />16" <br />12" <br />ALLOWABLE SPAN <br />1043" <br />12'-4" <br />11 0" <br />13'-5" <br />15'-6" <br />140" <br />1T-2" <br />19.-.10" <br />1T-0" <br />20-10" <br />24'-1" <br />TRELLIS MEMBER W/ <br />(3) 8D TOE—NAILED <br />TRELLIS MEMBER <br />W/ FRAMING ANGLE <br />JOIST HANGER <br />HURROCANE ToES <br />EA RAFTER <br />BEAM W/ POST CAP, <br />PER A/E <br />4x POST <br />TRELL S DETAIL <br />SCALE° 3/8" 1.-0" <br />GA1V, METAL FLASHING <br />ROOFDNG OVER 1/2" <br />CDX PLYWD, MON. <br />SLOPE PER ROOPNG <br />MFR, SPECS <br />RAFTERS, AS SCHED <br />2x LEDGER W/ 1/2"0 x 5" LAG <br />BOLT © 16" 0.C. TO TOP PLATE <br />ALT. CONNECTION DETAIL <br />SCALE: 3/8" 1.-0" <br />BEAM, AS SCHEC <br />POST CAP, PER APPROVED LOST <br />4x BRACE W/ (2) 1/2"0 LAG <br />BOLTS, MIN, 2" NTO BEAM <br />KNEE 5 RAGE DETAIL <br />SCALE: 3/8" = <br />POST CAP APPROVED LIST <br />1. SIMPSON CCO/ECCQ, CJT, PCZ OR EPCZ, <br />CBTZ OR EQ APPROVED CONNECTOR <br />2. SIMPSON HT & HL (12) OR APL OR APA, <br />OT OR OHT & OL/OHL <br />3. SIMPSON CJT OR HCJTZ, CBT42, <br />PCZ/EPCZ, BC OR BCS W/ KNEE <br />TYPE V CONSTRUCTION IS CLASSIFICATION OF BUILDINGS BY CONSTRUCTION MATERIALS AND METHODS. IT IS THE L <br />CODES AND INCLUDES LIGHT, WOOD FRAME CONSTRUCTION, THIS SHEET IS FOR INFORMATION AND REFERENCE ONLY ANO IS NOT A SUBSTITUTE FOR ACCURATE DRAWING <br />PREPARED FOR EACH PROPOSED CONSTRUCTION PROJECT, <br />BESTIMME PERMIIILD BY THE UNIFORM BUILDING <br />MUM OF WNW <br />BOWAN De REX btiteS <br />&kW MOM <br />MA. 68 KM <br />ATTACHED LANAI <br />STRUCTURAL SCHEDULE DETAILS <br />REV <br />DESCRIPTION <br />DESIGN BY: <br />DRAWN BY: NB <br />CHECKED BY: NE <br />ber <br />JAN2016 <br />DATE <br />03 <br />3 OF 3 SHTS <br />