Laserfiche WebLink
2 <br />1 <br />SYM SPRECS & NOTES <br />NEW WALLS <br />EXIST'G WALLS <br />REMOVE WALLS <br />CLOSE WALLS <br />WALL <br />LEGEND <br />3 <br />ALL EXT. LIGHTS TO BE 40W. FLOURES, HIGH EFFICACY APPROVED FOR <br />WET LOCATION. ALL EXT. OUTLETS TO BE G.F.I.C. W/ WATER PROOF COVER. <br />EXT. LIGHTS & EXT. OUTLETS <br />E. METER 120 AMP MAIN SERVICE W/OVERHEAD FEED W/ UFER <br />GRD. & COLD WATER GRD. LOCATED AT S.F.D. & NEW. FEED TO <br />N. A.D.U. W/ N. 100 AMP 120/220V. SUB-PANEL. <br />ALL OUTLETS TO BE ARC-FAULT A.F.C.I. (USE 20AMP BKR.) <br />SSwitch <br />Outlet GFI <br />Outlet <br />Symbol <br /> ELECTRICAL LEGEND <br />DESCRIPTION <br />8' <br />- <br />0 <br />" <br />N.g. <br />9' <br />- <br />8 <br />" <br />FIN. FLR. <br />8" <br />CEIL'G LINE <br />north ELEVATION <br />(EXIST'G & PROPOSED) <br />SCALE: 1/4" = 1'-0" <br />E. ROOF <br />TOP OF N. ROOF <br />west ELEVATION <br />(EXIST'G & PROPOSED) <br />SCALE: 1/4" = 1'-0" <br />8' <br />- <br />0 <br />" <br />NAT. GRADE <br />1' <br />- <br />8 <br />" <br />TOP OF N. ROOF <br />FIN. FLR. <br />CEIL'G LINE <br />8" <br />N. HOT MOPPED <br />ROOF W/ 30# FELT <br />CLASS A (TYP.) <br />PROPOSED <br />PATIO <br />EXST'G <br />S.F.D. <br />2 12 <br />N. HOT MOPPED <br />ROOF W/ 30# FELT <br />CLASS A (TYP.) <br />7' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />14 <br />' <br />- <br />0 <br />" <br />14'-0" <br />legalize <br />e. PATIO <br />e. dwell'g <br />7'-0"7'-0" <br />8' <br />- <br />0 <br />" <br />NAT. GRADE <br />1' <br />- <br />8 <br />" <br />TOP OF N. ROOF <br />FIN. FLR. <br />CEIL'G LINE <br />8" <br />N. HOT MOPPED <br />ROOF W/ 30# FELT <br />CLASS A (TYP.) <br />PROPOSED <br />PATIO <br />EXST'G <br />S.F.D. <br />212 <br />east ELEVATION <br />(EXIST'G & PROPOSED) <br />SCALE: 1/4" = 1'-0" <br />floor PLAN <br />(EXIST'G & PROPOSED) <br />SCALE: 1/4" = 1'-0" <br />BUILD'G SECTION <br />(EXIST'G & PROPOSED) <br />SCALE: 1/4" = 1'-0" <br />B 1B1 <br />1 <br />E. 4" CONC. SLAB <br />2 <br />E" CONC. SLAB <br />w/#4 @16" o.c. <br />EA. WAY <br />ABU66 <br />TYP. <br />6"x6" POST <br />E. CONC. FOOTING <br />3 <br />FINISHED FLR. <br />N.G. <br />N. 6x6 POST <br />CEIL'G LN. <br />TOP OF ROOF <br />E. 2x C.J. <br />15/32" CDX PLYWD <br />/ OSB PANEL <br />2"x 4" STUDS <br />@ 16" O.C. <br />8" <br />N. 2"x8" R.R. <br />@16" O.C. <br />7 <br />3 <br />1 <br />8' <br />- <br />0 <br />" <br />1' <br />- <br />8 <br />" <br />E. SLAB TO REMAIN <br />7 <br />B <br />1 <br />4 <br />1 <br />1 <br />4x4 KNEE BRACE EA. <br />DIRECTION (2 TOTAL) <br />W/ 2- 1 2" DIA.x5" LAGS <br />TYP. INT. POST TO BEAM KNEE BRACING 6 <br />NOTE: <br />'ECCQ' COLUMN <br />CAP OPTIONAL <br />1 <br />1 <br />1 <br />1 <br />4x6 KNEE BRACE EA. <br />DIRECTION (2 TOTAL) <br />W/ 2- 1 2" DIA.x5" LAGS <br />TYP. POST TO BEAM KNEE BRACING <br />ALL LUMBER SHALL BE D.F.#2 OR BETTER. <br />ALL POSTS AND BEAMS SHALL BE D.F.#2 OR BETTER. <br />ALL LUMBER POSTS & BEAMS SHALL BE GRADE STAMPED. <br />ALL FASCIA TO BE 2" LARGER THAN RAFTERS <br />R1 <br />STRUCTURAL LEGEND <br />RAFTERS <br />NEW WALLS <br />WALL <br />LEGEND CLOSE UP WALLS <br />EXIST'G WALLS <br />N. 2"x8" @ 16" o.c. <br />B1 <br />BEAMS <br />4"x6"D.F.#2 <br />TYP. POST TO BEAM KNEE BRACING 4A <br />NOTE: <br />'ECCQ' COLUMN <br />CAP OPTIONAL <br />1 <br />1 <br />1x6 KNEE BRACE EA. <br />44A 44A <br />4"x4 <br />" <br />ABU <br />4 <br />4 <br />B1 B1 <br />R1 <br />4"x4 <br />" <br />ABU <br />4 <br />4 <br />B2 <br />2 2 <br />2"x8" LEDGER <br />@ 16" O.C. W/ 1 2"x5" LAG <br />BOLTS (STAGGERED) <br />B2 <br />7 <br />HE <br />R <br />R <br />E <br />R <br />A <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />TE <br />R <br />E <br />S <br />A <br /> <br />H <br />E <br />R <br />R <br />E <br />R <br />A <br />25 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />O <br />C <br />C <br />I <br />D <br />E <br />N <br />T <br />A <br />L <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 />4 <br />10-09-24 <br />RF/IF <br />AS SHOWN <br />SHEET <br />OF SHEETS <br />JOB NO. <br />SCALE: <br />DATE: <br />CHECKED BY: <br />DRAWN BY: <br />OW <br />N <br />E <br />R <br />RF <br />JO <br />B <br /> <br />A <br />D <br />D <br />. <br />- <br />3 <br />BY:REVISED <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />FL <br />O <br />R <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />, <br /> <br />I <br />N <br />C <br />. <br />RA <br />U <br />L <br /> <br />F <br />L <br />O <br />R <br />E <br />13 <br />2 <br />5 <br /> <br />S <br />H <br />E <br />P <br />P <br />A <br />R <br />D <br /> <br />D <br />R <br />. <br />FU <br />L <br />L <br />E <br />R <br />T <br />O <br />N <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />8 <br />3 <br />1 <br />25 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />O <br />C <br />C <br />I <br />D <br />E <br />N <br />T <br />A <br />L <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 />4 <br />2 <br />PA <br />T <br />I <br />O <br /> <br />P <br />L <br />A <br />N <br />2513 W Occidental <br />St11/14/2024