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HomeMy WebLinkAboutCOH Attached Lanai Detail11111111111111111111111111111111111111111111 H.111111111.,,uuullllll1111„ 1111lll III 1 _,,,,rrrrrrffflll fll SEE SHEET 03 FOR SPANS METAL E L.ASHVNG, FOR SMOOTH TRANSITION 2x LEDGER W/ 1/2"0 x 3 —1/2" GALV, LAG BOLT W/ ROUND CUT WASHER ONTO 2x BLOCKING ® 24" G,C., MAX 111111111111111111111111111111111111111111111111111111 2° 0" MAX MID...._SPAN 2x LOCKING -••••••••••••••• O,H, JOIST HANGER HURRICANE IVES © EA RAFTER 4x POST, PER A&E L.VVVI,C A 2x RIM JOIST LANA GUARDRAIL, WHERE REQUIRED 7 3/4", MAX © DOOR 2x FLOOR JOIST, PER A 2x FLOOR JOIST, PER A/E ROOFING OVER 1115 FE I OVER 1/2'° CDX PL'(WD SHEATHIING MON. 2x BI.,OCKVNG GALV.. DRIP EDGE. FLASHING (OPTIONAL) GUTTER (OPTIONAL) • 2x FASCA 4x BEAM W/ 1. HI COUNTY APPROVED COLUMN CAP INSTALLED PER MFR. SPECS, OR 2. APPROVED T STRAP BOTH SIDES INSTALLED PER MFR SPECS, OR 3. APPROVED POST CAP INSTALLED PER MFR, SPECS. W/ KNEE BRACES Q EA CORNER 4x CORDER W/ IHC HANGER OR EQ APPROVED, PER A&E 2x TRIM BD POST BASE, CB44 OR E0 APPROVED, PER AScE —6", IAN FVNVSH GRADE JOIST HANGER CONCRETE FOOTING, PER A/E .uuul H.11111111 2x LEDGER W/ 1/2"0 x 3,..,1/2' GALV, LAG BOLT w/ ROUND CUT WASHER © 16" O.C.., T''P ArrACHE AN SCALE; 3/8" 1. 0" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CONCRETE FOOTING, PER A/E 11 .,a,nrrllHIII „.HI1111 A V V ACF -E LJ NAP EV I 'Y; - . RAWN BY; NJ 11111111 DATE 1111111111111 1 um 111111111 u 111wIlllluullllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII HFr,K1 R Y: II, „uhlllllll1Vlll OF 3 SHTS DESCRIPTION SEE SHEET 03 FOR SPANS ROOF "TRUSSIES, PER ARCHITECTURAL„,,, • ENGINEER HURRICANE TIES © EA RAFTER --- JOIST HANGER--------- 2x RIME JOIST 2x F GALV, MEETAM!, FLASHING O°, MAX O.HB. 2x LEDGER W/ 1/2°°' x 3-1/2” GALV. LAG BOLT W/ ROUND CUT WASHER © EA. PREDRILLED STUD OR 2x BLOCKING @ 24" O.C., MAX ID... SPAN 2x LOCKING 4x POST, PER A/E ROOFING OVER #15 FELT OVER 1/2" CDX PLYWD SHEATHING MEIN, HURRICANE TIES f EA. RAFTER 2.x BLOCKING GALV., DRIP EDGE FLASHING (OPTIONAL) GUTTER (OPTIONAL) 2x FASCIA - 4x BEAM ``;/ 1. HO COUNTY APPROVED COLUMN CAP INSTALLED PER MEFR. SPECS, OR OOR JOIST, PER A./E CONCRETE: FOOTIViG, PER A/E 3/4", MAX DOOR 2. APPROVED T STRAP BOTH SIDES INSTALLED PER MFR SPECS, OR 3, APPROVED POST CAP NSTALLED PER MFR.. SPECS, W/ KNEE BRACES Q EA CORNER ATERPROOFVNG MEMBRANE ATTACK -EZ, LANA, m _ SCALE: 3/8' ,«„«, 1 „,. 0” C° MEIN CONCRETE FOOTING, PER A/E 47631.0'11. wiel41 01Mgraii; 0.147. vm 1.4,011Ba88Nit a un we'1 DESCRIPTION VON ESUGNV BY: - RAGWN I3Y: NB 2x BLOCKING ROOFING OVER 1/2" CDX PLYWD, MIN. HURRICANE TIES © EA RAFTER 4x POST GALV, DRIP EDGE FLASHING 2x FASCIA BEAM W/ POST CAP ALT. EAV! DETAIL 4x POST COLUMN BASE, . • PER A/E SCALE: 3/8" 1.-0" —4.— COLUMN BASE, SIDE CLEARANCE PER MFR, SPECS 1" AIR GAP W/ DRY PACK ISOLATED CONC. POST FOOTING—NO SLAB, PER A/E ALT. FOOTINETAIL SCALE: 3/8" ALLOWABLE SPANS FOR DF#1 HEADER maximum span of tributary load: 20.-0" SPAN Up to 4'-0" 4'-1" to 6'-0" 6'-1" to 8`-0" a' -r to 1O' -O" ic-r to 12'.--0" BEAM SIZE 4x4 4x6 4x8 4x10 4x12 • 4x12 DF No 1 moy be used over 16'-0" goroge door in one—story open patio or carport structures. ALLOWABLE SPANS FOR DF#2 ROOF RAFTERS Roof Deod Load: 6psf (shingles) mo Live Load 10 psf RAFTER SIZE 2x6 2x8 2x10 2x12 SPACING 24" 16" 12" 24" 16" 12" 24" 16" 12" 24" 16" 12" ALLOWABLE SPAN 1043" 12'-4" 11 0" 13'-5" 15'-6" 140" 1T-2" 19.-.10" 1T-0" 20-10" 24'-1" TRELLIS MEMBER W/ (3) 8D TOE—NAILED TRELLIS MEMBER W/ FRAMING ANGLE JOIST HANGER HURROCANE ToES EA RAFTER BEAM W/ POST CAP, PER A/E 4x POST TRELL S DETAIL SCALE° 3/8" 1.-0" GA1V, METAL FLASHING ROOFDNG OVER 1/2" CDX PLYWD, MON. SLOPE PER ROOPNG MFR, SPECS RAFTERS, AS SCHED 2x LEDGER W/ 1/2"0 x 5" LAG BOLT © 16" 0.C. TO TOP PLATE ALT. CONNECTION DETAIL SCALE: 3/8" 1.-0" BEAM, AS SCHEC POST CAP, PER APPROVED LOST 4x BRACE W/ (2) 1/2"0 LAG BOLTS, MIN, 2" NTO BEAM KNEE 5 RAGE DETAIL SCALE: 3/8" = POST CAP APPROVED LIST 1. SIMPSON CCO/ECCQ, CJT, PCZ OR EPCZ, CBTZ OR EQ APPROVED CONNECTOR 2. SIMPSON HT & HL (12) OR APL OR APA, OT OR OHT & OL/OHL 3. SIMPSON CJT OR HCJTZ, CBT42, PCZ/EPCZ, BC OR BCS W/ KNEE TYPE V CONSTRUCTION IS CLASSIFICATION OF BUILDINGS BY CONSTRUCTION MATERIALS AND METHODS. IT IS THE L CODES AND INCLUDES LIGHT, WOOD FRAME CONSTRUCTION, THIS SHEET IS FOR INFORMATION AND REFERENCE ONLY ANO IS NOT A SUBSTITUTE FOR ACCURATE DRAWING PREPARED FOR EACH PROPOSED CONSTRUCTION PROJECT, BESTIMME PERMIIILD BY THE UNIFORM BUILDING MUM OF WNW BOWAN De REX btiteS &kW MOM MA. 68 KM ATTACHED LANAI STRUCTURAL SCHEDULE DETAILS REV DESCRIPTION DESIGN BY: DRAWN BY: NB CHECKED BY: NE ber JAN2016 DATE 03 3 OF 3 SHTS