Laserfiche WebLink
1'-11"8'-0" CLR. <br />PARKING <br />#37 <br />1'-11"8'-0" CLR. <br />PARKING <br />#38 <br />2'-0"8'-0" CLR. <br />PARKING <br />#39 <br />1'-11"8'-0" CLR. <br />PARKING <br />#40 <br />1'-11"8'-0" CLR. <br />PARKING <br />#41 <br />8"1'-0" <br />1'-8" <br />OPENING <br />W/O DOOR <br />9'-8" CLR.11"8'-0" CLR. <br />PARKING <br />#42 <br />2'-0"8'-0" CLR. <br />PARKING <br />#43 <br />1'-11"8'-0" CLR. <br />PARKING <br />#44 <br />1'-11"8'-0" CLR. <br />PARKING <br />#45 <br />2'-0"8'-0" CLR. <br />PARKING <br />#46 <br />1'-11" <br />3'1'-0"3'-6" <br />7' <br />- <br />0 <br />" <br />1' <br />- <br />4 <br />1 <br />4"12 <br />1 <br />2" <br />7' <br />- <br />3 <br />" <br />1' <br />- <br />1 <br />1 <br />4" <br />6'-0"6'-6"6'-6"6'-0"6'-6"3'-6"1'-0"3'-6"6'-6"6'-0"8'-6"6'-0"6'-6"3'-6"1'-0"3'-6"6'-6"6'-0"6'-6"6'-0"" <br />7' <br />- <br />0 <br />" <br />1' <br />- <br />6 <br />1 <br />4" <br />12 <br />1 <br />2" <br />(E) ELECTRICAL <br />(E) DOWN SPOUT (E) DOWN SPOUT <br />(E) 8" THK. WALL <br />(E) 4"Ø BOLLARD (E) HOSE BIB <br />NOT USED <br />(E) 4x6 @ 30" O.C. <br />W/ 1x6 STRAIGHT <br />SHEATHING <br />11"8'-0" CLR. <br />8' <br />- <br />6 <br />1 <br />4" <br />1'-10"8'-0" CLR.2'-0"8'-0" CLR.1'-11"8'-0" CLR. <br />PARKING <br />#26 <br />PARKING <br />#27 <br />PARKING <br />#28 <br />PARKING <br />#297' <br />- <br />0 <br />" <br />1'-4" <br />(E) 4x6 @ 30" O.C. <br />W/ 1x6 STRAIGHT <br />SHEATHING <br />1' <br />- <br />6 <br />1 <br />4" <br />12 <br />1 <br />2" <br />PARKING <br />#30 <br />1'-111 2"8'-0" CLR. <br />8"1'-0"31 2" <br />1'-11"8'-0" CLR. <br />PARKING <br />#31 <br />1'-11"8'-0" CLR. <br />PARKING <br />#32 <br />2'-0"8'-0" CLR. <br />PARKING <br />#33 <br />2'-0"8'-0" CLR. <br />PARKING <br />#34 <br />1'-11"8'-0" CLR. <br />PARKING <br />#35 <br />1'-11"8'-0" CLR. <br />PARKING <br />#36 <br />1'-11" <br />6'-0"6'-6"3'-6"1'-0"3'-6"6'-6"6'-0"6'-6"6'-0"6'-6"3'-6"1'-0"3'-6"6'-6"6'-0"6'-6"6'-0"6'-6"3'-6"1'-0"3'-6"6'-6"6'-0"3'-4" <br />(E) DOWN SPOUT <br />(E) 4"Ø BOLLARD <br />9"(E) WATER <br />HOSE BIB <br />(E) 8" THK. WALL <br />(E) 4"Ø BOLLARD <br />(E) LIGHT TYP.(E) DOWN SPOUT <br />NOTES: <br />1.DO NOT SCALE DRAWINGS. <br />2.FIELD VERIFY EXISTING CONDITIONS. NOTIFY SEOR IF EXISTING CONDITION IS DIFFERENT <br />THAN WHAT IS SHOWN IN THIS DRAWING. <br />3.FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. <br />4.PATCH EXISTING WATERPROOF PAPER AND STUCCO AT AREAS OF STUCCO REMOVAL TO <br />PROVIDE 1 HOUR FIRE RATING. USE 7 8" THICK MINIMUM PORTLAND CEMENT AND SAND <br />BROWN COAT. COLOR COAT AND PAINT OVER BROWN COAT TO MATCH EXISTING STUCCO. <br />5.PAINT EXPOSED STEEL COLUMNS AND FLASHINGS TO MATCH EXISTING BUILDING COLOR. <br />USE THREE COAT EXTERIOR PAINT WITH PRIMER. <br />SCALE: 1/4" = 1'-0" <br />1 <br />- <br />NOTES: <br />1.DO NOT SCALE DRAWINGS. <br />2.FIELD VERIFY EXISTING CONDITIONS. NOTIFY SEOR IF EXISTING CONDITION IS DIFFERENT <br />THAN WHAT IS SHOWN IN THIS DRAWING. <br />3.FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. <br />4.PATCH EXISTING WATERPROOF PAPER AND STUCCO AT AREAS OF STUCCO REMOVAL TO <br />PROVIDE 1 HOUR FIRE RATING. USE 7 8" THICK MINIMUM PORTLAND CEMENT AND SAND <br />BROWN COAT. COLOR COAT AND PAINT OVER BROWN COAT TO MATCH EXISTING STUCCO. <br />5.PAINT EXPOSED STEEL COLUMNS AND FLASHINGS TO MATCH EXISTING BUILDING COLOR. <br />USE THREE COAT EXTERIOR PAINT WITH PRIMER. <br />SCALE: 1/4" = 1'-0" <br />2 <br />- <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />1 4" PLATE COLLECTOR <br />STRAP. TYP. <br />1'-91 2" <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />1 <br />S5.1 <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET.10 <br />S1.1 TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />3'-71 2" <br />1 4" PL END LENGTH <br />22'-8" <br />1 4" PLATE COLLECTOR <br />& COILED STRAP <br />CONT. THRU (E) FIN <br />STUD WALL TYP. <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />8'-91 2" <br />1 4" PLATE COLLECTOR <br />STRAP. TYP.5'-91 2" <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />6 <br />S5.1 <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET. <br />TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />1 4" PLATE COLLECTOR <br />STRAP. TYP. <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />6 <br />S5.1 <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET. <br />TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />10 <br />S1.1 <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />10 <br />S1.1 <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />1'-91 2"1'-91 2"8'-91 2"5'-91 2"1'-91 2"1'-91 2" <br />COILED STRAP <br />CONT. THRU (E) FIN <br />STUD WALL TYP. <br />241285 7-22-24 <br />LMC / PVB <br />PVB <br />LMC / PVB <br />LMC / MBH / AYB <br />AS SHOWN <br />7-26-24 PLAN CHECK SUBMITTAL PVB <br />8-7-24 PLAN CHECK RESUBMITTAL PVB <br />10/14/24 <br />www.coffman.com <br />ph 818.285.2650 <br />6320 Canoga Ave, Suite 1300 <br />Woodland Hills, CA 91367 <br />10-14-24 PLAN CHECK RESUBMITTAL PVB <br />2701 W McFadden Ave <br />#F-I2/6/2025