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HomeMy WebLinkAboutBuilding plans!h% .. . INZ _") � K w ST EAVE RAIL (11 TOTAL) - 812 1. x 2' O.B. S.M.$ AS SHOWN PATIO SECTION IST PLATE e-. el 6'x 5'x G050' 6063-T6 ALLOY PLATE (ONE SIDE) OR STRONGER 3- x 3' x 0430' MIN, 6063-T6 ALLOY 2xJx0.OT0 CHAIR RAIL OR STRONGER (ONE SIDE) WITH (3) - 812 x 3e S.M.S, EACH SIDE AS SHOWN (%' MIN. PLATE EDGE DISTANCE K-BRACE M C-C FASTENER SPACING) K-BRACE CORNER POST 3' x 2' x OE OR MIN. 6063-T6 ALLOY PLATE OR STRONGER (ONE BIDE) (3) - N12 x V S.M.S, EACH SIDE AS SHOWN (Y,' MIN. PLATE EDGE DISTANCE M C-C FASTENER SPACING) 1' x 2' $OLE PLATE Y CONCRETE ANCHOR (2 PLACES) JEU OF TYP. y' 0 CONCRETE EWS FOR CORNER COLUMN IH«r� E PLANs AND ALL PROPOSED WM, ARE SUBJECT TO ANY CORRECTIONS mUIR€D BY MELD INSPECTORS THAT fa 4Y or. NL ESPARYIN. RDER TO a8�9�,PL Vgr(H S . [YiPPLICA111 CODED, (5) }'12.3/4° S.M.S. tx2 O.B. ATTACHED TO BEAM W/ (2)(I)-I/° S.M.B. INTO SCREW BO55 (1)-1/45d(A' B.B. THRU-BOLT W/ Ax' NUT AND WASHER O EACH SIDE OF BEAM $12a' S.M.S. 0 24- O.C. 1x2 O.B. TO SUPER GUTTER (4) M12x3/4' S.M.S. —� ROOF BEAM (FLAT OR SLOPED) ((i)-2x2K%' ANGLE. EACH (2 FOR 2x8 SMB OR IAR (4) $12x3/4' S.M.S.J EACH LEG. 5' or T' SUPER GUTTER MIN. DOW' THICK LATERAL X' - BRACING CONNECTION DETAILS i ANGLE 6- LONG B EACH BEAN) y'Ox3' LG, B EACH ANGLE FACIA TO BE 2x6 (MIN.) Si.F. NOTE➢ OR WESTER RED CEDAR STRUCTURAL OF 2 MIN. (1) y'Ox2' LG. LAG SCREW B 21' O.C. ENTIRE LENGTH OF GUTTER SECURE FASCIA TO EACH RAFTER TAIL W/ (1) WO.4- LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER (I) A� Ox2' LG. LAG SCREWS (TYP. B EACH BEAM) C R) (BET sEN a lal (MAX)M) BETWEEN BEAMS &' THICK CONTINUOUS TO MEALED FASTED ARE THE RESPON! CONTRAOTOR COLUMN GIRT (CHAIR x SEE ELEVATOINS POR 'K' BRACE SIZE lxtxK° BY 2' LONG - ANGLE, EACH SIDE (TYP. -r:: (4> p,4'6 S.M.S., 2 B REWS EACH LEG MP.) / HOLLOW POST J 2x PUI (MAY E (2) IOx4' S.M.S. THRU. 2.3 OR FU FA RAIL INTO PURUN SCREW BOSSES USE /10x1At• S.M.S. 0 24° D.C. TO CONNECT TO 1x2 O.B. TO 2x3. 1x2 O.B. FASTENED TO COLUMN/POSE W/(2) $IOxilf' S.M.S. INTO SCREW BOSSES (EACH ENO. TYP.) TAIL AG SCREWS ROOF BEAM TO SUPER GUTTER SIDEWALL POST CONNECTION DETAIL #10011O.CS.M.S. ADHESIVEUOUS BEAD OF CONSTRUCTION CONNEC 3" MIN, PURi,. SUPPORT COLUMN/POST 2x2x1/S" x 2" LID. ANGLE WITH S.M.S. WITH MIN, V W/ (4) /12x3/4' S.M.S EDGE (EACH SIDE) %'0 CONCRETE ANCHOR W/2%* EMBEDMENT INTO STRUC1 m CONCRETE (EACH SIDE) llr SIDEWALL COLUMN TO CONCRETE CONNECTION DETAIL SEE PLAN FOR SIZE 14 O.B. FASTENED TO CORNET SECTION WITH 014x1Y' S.M.S.( 24' O.C. 2.2,4' ANGLE 2" LONG (EACH W/(2) �14.%' S.M.S. TO PO5 k 3 5 0 H.D. GALV. UP. SOL W/ 2 1/2" MIN. EMBEDMENT � p EDGE OF CONCRETE wrw�� PLAN VIEW �uAb CORNER POST/COLUMN TO CONCRETE CONNECTION DETAIL S.M.S. WRH IN. Ib' ANGLE. EACH SIDE (rYP.) EDGE DISTANCE %'0 CONCRETE ANCHOR W/2%- EMBEDMENT INTO STRUCTURAL CONCRETE (IMP., SEE NOTE 10) �1"x2' O.B. SOLE PIATE a • y 3' MIN. . Y'0x9''4' CONCRETE i� SCREW ANCHOR 6 24' O.C. arch AND 9" FROM POST (IYP.) r-u N S' COIUMN/POSf ix2 O.B. SOLE PLATE Q 0 o EDGE OF CONCRETE ��—V (TYP.) N PLAN jAEj N MAIN COLUMN TO CONCRETE CONNECTION DETAIL Y' ANGLE, EACH SIDE (TYP.) %"0 CONCRETE ANCHOR W/230" EMBEDMENT INTO STRUCTURAL CONCRETE (M., 1 /^BEE NOTE 10) 1E 0.8. SOLE PLATE 2x PURLIN ly,4"0-V4" BIA1 MAY CONCRETE BE FIAT ANCHOR O 24' O.C. OR SLOPED AND B' FROM POSE (m) 1x2 O.B. SOLE PLATE PLAN - TYPICAL DI BRACE CONNECTION (TYP.) FOUNDATION/SLAB DETAII