Laserfiche WebLink
(N) ATTIC <br />4" <br />12" <br />4" <br />12" <br />12" <br />11 <br />2" <br />12 <br />' <br />- <br />9 <br />" <br />1' <br />- <br />8 <br />" <br />8' <br />- <br />5 <br />" <br />RIDGE (V.I.F.) <br />T.O.P. (V.I.F.) <br />T.O.F.F (V.I.F.) <br />(E) F.G. (V.I.F.) <br />OPEN9' <br />- <br />8 <br />" <br />T.O. ROOF (V.I.F.) <br />7' <br />- <br />6 <br />" <br />6' <br />- <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N) MASTER BEDROOM (N) MASTER BATHROOM (E) BEDROOM <br />2 <br />D-1 <br />1 <br />A-5.0 <br />1 <br />A-5.0 <br />2 <br />A-5.0 <br />2 <br />A-5.0 <br />3 <br />A-5.0 <br />3 <br />A-5.0 <br />3' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br />3'-0" <br />3'-0" <br />(N) ATTIC <br />4" <br />12" <br />4" <br />12" <br />12" <br />11 <br />2" <br />12 <br />' <br />- <br />9 <br />" <br />1' <br />- <br />8 <br />" <br />8' <br />- <br />5 <br />" <br />RIDGE (V.I.F.) <br />T.O.P. (V.I.F.) <br />T.O.F.F (V.I.F.) <br />(E) F.G. (V.I.F.) <br />OPEN9' <br />- <br />8 <br />" <br />T.O. ROOF (V.I.F.) <br />7' <br />- <br />6 <br />" <br />6' <br />- <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N) CLOSET(N) MASTER BEDROOM (E) DEN <br />(N) OPEN PATIO <br />4" <br />12" <br />4" <br />12" <br />T.O.F.F (V.I.F.) <br />(E) F.G. (V.I.F.) <br />RIDGE (V.I.F.) <br />T.O. ROOF (V.I.F.) <br />1' <br />- <br />8 <br />" <br />9' <br />- <br />8 <br />" <br />12 <br />' <br />- <br />9 <br />" <br />8' <br />- <br />0 <br />" <br />TO BATHROOMTO DEN <br />TO CLOSET <br />RIDGE <br />A-5.0 <br />NEW ROOF PLAN AND <br />BUILDING SECTIONS <br />ATTIC VENTILATION NOTES <br />ROOF PLAN NOTES VENTILATION SCHEDULE: <br />TIMBER LINE ASPHALT SHINGLES MIN. CLASS "A" ICC ESR #1475 #790. <br />SECTION KEYNOTES <br />01 <br />NEW RIDGE PER STRUCTURAL PLAN.02 <br />03 <br />04 <br />06 <br />07 <br />05 <br />08 <br />NEW 2X CEILING JOIST, PER STRUCTURAL PLAN. <br />NEW CONCRETE FOOTING, PER STRUCTURAL PLAN. <br />NEW 2X WOOD FRAME WALL, PER PLAN <br />NEW PLYWOOD OVER ROOF RAFTERS, PER STRUCTURAL PLAN. <br />09 <br />10 <br />11 <br />12 <br />13 <br />ATTIC INSULATION R-30 PER TITLE -24. <br />WALL INSULATION R-15 PER TITLE -24. <br />NEW WOOD BEAM, PER STRUCTURAL PLAN. <br />NEW 2X ROOF RAFTERS, PER STRUCTURAL PLAN. <br />(E) CRAWL SPACE. <br />LEGEND <br />(E) = DENOTES EXISTING TO REMAIN <br />(N) = DENOTES NEW <br />(R) = DENOTES RELOCATE <br />LINE OF BUILDING WALL BELOW.01 <br /># <br />02 <br />ROOF KEYNOTES <br />LINE OF BUILDING ROOF. <br />LEGEND <br />(E) = DENOTES EXISTING TO REMAIN <br />(N) = DENOTES NEW <br />(R) = DENOTES RELOCATE <br />NEW ROOF SCOPE OF WORK <br />NEW ADDITION ROOF PLAN SCALE: 3/16" = 1'-0" <br />TRUE NORTH <br />03 CONSTRUCT NEW ROOF TO MATCH EXISTING SLOPE AND <br />MATERIALS, PER STRUCTURAL PLANS, INSTALL ROOFING <br />ASPHALT SHINGLES CLASS "B" ICC ESR #1475 #790 <br />04 NEW ROOF DORMER VENT OR APPROVED EQUAL, SEE VENT CALCS. <br />NEW CONCRETE STAIR. <br />NEW DOOR OPENING, PER PLAN. <br />05 CONSTRUCT 1 HR. FIRE RATED EAVE, SEE DET. 2/D-1. <br />EL <br />I <br />Z <br />A <br />B <br />E <br />T <br />H <br /> <br />G <br />A <br />R <br />R <br />I <br />D <br />O <br />2106 N. SPRUCE ST. <br />SANTA ANA, CA. 92706 <br />21 <br />0 <br />6 <br /> <br />N <br />. <br /> <br />S <br />P <br />R <br />U <br />C <br />E <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />NEW HOME ADDITION <br />490 S.F. <br />NEW OPEN PATIO <br />309 S.F. <br />3905 S. ROSS ST. #B <br />SANTA ANA CA. 92707 <br />TEL. 714.585.0546 <br />HL QUALITY PLANS <br />hlqualityplans@gmail.com <br />APN: 001-084-13 <br />SECTION 1 SCALE: 1/4" = 1'-0" <br />SECTION 2 SCALE: 1/4" = 1'-0" <br />SECTION 3 SCALE: 1/4" = 1'-0" <br />(E) 4:12 <br />(N <br />) <br /> <br />4 <br />: <br />1 <br />2 <br />(N <br />) <br /> <br />4 <br />: <br />1 <br />2 <br />(N) 4:12 <br />SL <br />O <br />P <br />E <br />SL <br />O <br />P <br />E <br />(N) 4:12 <br />(N) 1-1/2:12(N) 1-1/2:12 <br />(E <br />) <br /> <br />4 <br />: <br />1 <br />2 <br />(E <br />) <br /> <br />4 <br />: <br />1 <br />2 <br />(E) 4:12 <br />(E) 4:12 <br />(E) <br />R <br />I <br />D <br />G <br />E <br />(E) RIDGE <br />(E) <br />V <br />A <br />L <br />L <br />E <br />Y <br />(E) <br /> <br />H <br />I <br />P <br />(E) <br />H <br />I <br />P <br />(E) <br />H <br />I <br />P <br />(E) <br />H <br />I <br />P <br />(E) <br />H <br />I <br />P <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />(E) <br />V <br />A <br />L <br />L <br />E <br />Y <br />(E) <br />H <br />I <br />P <br />(E) <br />R <br />I <br />D <br />G <br />E <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />(E) <br />V <br />A <br />L <br />L <br />E <br />Y <br />(E) <br />H <br />I <br />P <br />(E) <br />H <br />I <br />P <br />(N) <br /> <br />H <br />I <br />P <br />(N) <br /> <br />H <br />I <br />P <br />(N) <br /> <br />H <br />I <br />P <br />(N) <br /> <br />H <br />I <br />P <br />(N) RIDGE <br />1 HR. FIRE RATED EAVE <br />01 <br />(N) <br />02 <br />(N) <br />03 <br />PROPOSED PLYWOOD <br />CRICKET, MODIFY AS NEEDED. <br />05 <br />04 <br />04 <br />EXISTING ROOF <br />EXISTING WALL BELOW <br />0101 020303 04 <br />05 <br />09 <br />NEW CONCRETE SLAB, PER STRUCTURAL. <br />07 <br />08 <br />10 <br />11 <br />12 <br />13 <br />06 <br />0101 020303 04 <br />05 <br />09 <br />07 <br />10 <br />11 <br />13 <br />06 <br />14 EXISTING FOOTING. <br />14 <br />14 <br />07 07 <br />01 03 04 10 <br />05 <br />09 <br />02 <br />06 <br />05 <br />09 <br />08 <br />08 <br />08 <br />ROOF AREA <br />1 <br />1 <br />1 <br />1 <br />1 <br />2