Full Archs With Furnace Added9'-0" CLG.9'-0" CLG.COFFERED CLG.VAULTED CLG.VAULTED CLG.COVERED PATIO9'-0" CLG.16'-0" CLG.14'X14' METAL ROLL-UP INSULATED16'-0" X 8'-0" METAL ROLL-UP INSULATEDCOFFERED CLG.70'-0"18'-6"9'-3"10'-3"12'-4"5'-4"9'-0" CLG.14'-4"12'-8"2'-6"6'-10"5'-4"5'-4"15'-4"
3'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"2'-0"14'-0"2'-0"2'-0"16'-0"2'-0"1'-6"52'-0"2'-0"2'-6"
2'-6"2'-6"5'-3"2'-6"11'-10"
4'-6"14'-4"
7'-0"
VAULTVAULT
12'-0"20'-6"18'-0"31'-6"1'-0"1'-0"
9'-6"
8'-0"
4'-6"
5'-6"5'-2"
4'-6"9'-0" CLG.2X6 WALLMCMC9'-0" CLG.9'-0" CLG.MC
21'-0"31'-0"3 5010 CLEARSTORY WINDOWS ABOVE (SEE ELEVATIONS)(3) 3068 FRNCH CTR. ACT.4050 XO3050 FX3050 FX18'-10"
5'-0"
9'-10"6'-2"
5'-4"4'-10"5'-6"9'-6"4'-0"7'-0"3'-8"7'-012"6'-012"7'-0"3'-9"1'-5"5'-10"4'-10"48'-0"
68'-0"
4040 XO 4040 XO OBSCURED 5040 XO 2050 FX2050 FX4050 XO2650 SH2650 SH4030 XO5'-6"7'-6"3'-8"2'-10"3'-10"2'-6"4'-0"
12'-8"14'-0"5'-0"18'-6"4'-4"3'-0"3'-0"20'-6"14'-2"3'-0"
2'-10"
7'-6"
8"5040 XO5040 XO
1'-2"3'-0"2'-0"2'-6"9'-10"2'-0"7'-9"7'-7"17'-8"5'-6"4'-0"68'-0"4'-6"10'-3"10'-3"4'-8"3'-4"4'-8"5'-8"1068SIDELITE1068SIDELITE1668HC26682868HCHCHC306820 MIN.CLOSINGSELF3068SCENTRY30682668HCHC3068HC3068HC3068HC3068HC30684068 WARDROBE2868HC2668HCHC3068SC30685'-6"5'-8"3'-6"2'-0"1'-4"10'-8"10'-6"6'-0"7'-0"1'-0"1'-0"15'-9"15'-9"FLOOR PLANSCALE: 1/4" = 1'-0"3'-2"HPAHD
2
2
HPAHD223'-2"HPAHD22HP
A
H
D
2
2
4'-0"4'-0"4'-0"4'-0"4'-0"2'-9"HPAHD22HPAHD22 4'-0"HPAHD223'-6"HPAHD22HPAHD224'-0"4'-0"4'-0"17'-6"3'-2"HPAHD223'-4"HPAHD
2
24'-0"4'-0"
4'-0"4'-0"
HD5AHD5A
HD5AHD5A5 1/8" X 12" GLB.5 1/8" X 12" GLB.6x6 POSTW/ CB66 & CC66OR EQ.TYP. 4 PLACES5 1/8" X 12" GLB.5 1/8" X 12" GLB.5 1/8" X 12" GLB.
5 1/8" X 12" GLB.5 1/8" X 12" GLB.5 1/8" X 12" GLB.6x6 POSTW/ CB66 & CC66OR EQ.TYP. 4 PLACES5 1/8" X 12" GLB.5 1/8" X 12" GLB.5 1/8" X 12" GLB.
6'-6"AA5A5AA5BBA53- EXTERIOR FINISH TO BE (2) COAT STUCCO SYSTEM.5- INSULATE ALL EXTERIOR WALLS W/ R-21 BATTS CEILINGS MIN. R-47 BATT/BLOWN6- ALL DRYWALL CORNERS SHALL BE BULLNOSE.7- PROVIDE STANDARD BASE AND CASING.COMMON TO LIVING AREA. PROVIDE 1/2" DRYWALL AT REMAINDERPROVIDE 5/8" TYPE "X" DRYWALL AT CEILING AND ALL WALLS1- ALL EXTERIOR WALLS TO BE 2x6 (STUD GRADE) @ 16" O/C (U.N.O.)2- ALL INTERIOR WALLS TO BE 2x4 (STUD GRADE) @ 16" O/C (U.N.O.)4- ROOF TO BE CONCRETE TILE OVER 40# FELT OVER APA RATED SHEATHING.ALL HOSE BIBS SHALL BE ON RAW (UNSOFTENED) WATER W/ ANTI-SYPHON DEVICE.DRAIN VENTED TO EXTERIOR. (PROVIDE STRAPS AT TOP AND BOTTOM WITH 1' X18 GA WITH ALL EXAUST FANS TO BE VENTED TO EXTERIOR.INDICATES 4'-0" SHEAR WALLS U.N.O. (SEE SHEET A-6 FOR SCHEDULE)ALL MIRRORS TO BE COUNTER LENGTH X 72" A.F.F.ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.ALL POTSHELVES @ 8'-1" A.F.F. - VERIFY LOCATIONS W/ OWNER.ALL WINDOWS TO BE DUAL PANE W/ ALUMINUM or VINYL FRAMES.ALL WORK SHALL CONFORM TO THE CITY OF YELM CURRENT ADOPTED CODES INCULDING(2) LAYERS OF GRADE "D" PAPER IS REQ'D. UNDER STUCCO AT SHEAR WALLS (TYP.)PROVIDE POOL/SPA FENCING DURING CONSTRUCTION AND/OR EMPTY POOL/SPA (AS REQ'D.)SEE SHEET A-5 FOR LUMBER SPECIFICATIONS, SHEET A-4 FOR CONCRETE SPECIFICATIONS.PROVIDE 80 GAL. WATER HEATER ON 24" H. PLATFORM W/ RELIEF VALVE AND EXHUAST16-18-19-17-OF GARAGE.15-14-13-11-12-10-9-8-ALL HEADERS @ 2X6 WALLS 6x8 OR 4x10 W/SPACER U.N.O.4x10 @ 2x4 WALLS U.N.O.3/8" DIA. X 3" LAG BOLTS AT EACH END.TABLE 402.1.1 (2012 INTERNATIONAL ENERGY CONSERVATION CODE)10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099BUT NOT LIMITED TO IRC, IBC, IECC, UPC, UMC AND NEC.11'-0"
FRONT ELEVATIONSCALE: 1/4" = 1'-0"RIGHT ELEVATIONSCALE: 1/4" = 1'-0"9'-0"
21'-7"
TOP OF RIDGE +/-
TOP OF PLATE
9'-0"
TOP OF PLATE 10'-0"2'-0"
16'-0"TOP OF PLATE 16'-0"TOP OF PLATE 126126126126126126126126VERIFY POP-OUT STUCCO AROUND WINDOWS AND DOORS W/CONTRACTOR.VERIFY FASCIA AND EAVES FINISH W/ CONTRACTOR.ALL EXPOSED FLASHING SHALL BE GALVANIZED AND SHALL BEREQUIRED PER 2006 I.R.C.EXTERIOR FINISH TO BE (3) COAT STUCCO SYSTEM AS PROVIDE STUCCO WEEP SCREED (TYPICAL).ROOF TO BE CONCRETE TILE. COLOR AND STYLE BY OWNER. PAINTED TO MATCH ADJACENT SURFACES (TYPICAL).5.6.2.1.3.4.VENTALATION CALCULATIONS 1896 S.F. - ROOF AREA REQUIRED VENTILATION @ 1:150 = 12.6 S.F.21'-4"TOP OF RIDGE +/-
10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099
REAR ELEVATIONSCALE: 1/4" = 1'-0"LEFT ELEVATIONSCALE: 1/4" = 1'-0"16'-0"
TOP OF PLATEVERIFY POP-OUT STUCCO AROUND WINDOWS AND DOORS W/CONTRACTOR.VERIFY FASCIA AND EAVES FINISH W/ CONTRACTOR.ALL EXPOSED FLASHING SHALL BE GALVANIZED AND SHALL BEREQUIRED PER 2006 I.R.C.EXTERIOR FINISH TO BE (3) COAT STUCCO SYSTEM AS PROVIDE STUCCO WEEP SCREED (TYPICAL).ROOF TO BE CONCRETE TILE. COLOR AND STYLE BY OWNER. PAINTED TO MATCH ADJACENT SURFACES (TYPICAL).5.6.2.1.3.4.VENTALATION CALCULATIONS 1896 S.F. - ROOF AREA REQUIRED VENTILATION @ 1:150 = 12.6 S.F.10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-70993'-012"4'-11"
4" NOM. CONC. SLABSLOPE
1/8" PER FT. MIN.4" NOM. CONC. SLABSLOPE
1/8" PER FT. MIN.4" NOM. CONC. SLAB4" NOM. CONC. SLAB4" NOM. CONC. SLAB70'-0"7'-6"9'-3"10'-3"3'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"1'-10"14'-4"1'-10"1'-10"16'-4"1'-10"1'-4"52'-0"2'-0"
2'-6"
2'-6"2'-6"5'-3"2'-6"11'-10"
4'-6"14'-4"
7'-0"
12'-0"20'-6"18'-0"31'-6"1'-0"1'-0"
9'-6"
8'-0"
4'-6"
4'-6"
20'-9"31'-3"
18'-10"
48'-0"
68'-0"
12'-8"14'-0"5'-6"18'-0"20'-6"
3'-0"11'-6"5'-6"4'-0"
68'-0"
4'-6"10'-3"10'-3"5'-8"7'-0"1'-0"1'-0"15'-9"15'-9"11'-0"4'-9"SLOPE
1/8" PER FT. MIN.24" SQ. x12" CONC.EA. WAY @ BOT.FTG. W/ (3) #4TYP. 3 PLACES24" SQ. x18" CONC.EA. WAY @ BOT.FTG. W/ (3) #5TYP. 4 PLACESFOUNDATION PLANSCALE: 1/4" = 1'-0"COMPACTED TYPE II4" NOM. CONC. SLABAS RECOMMENDED BYON GRADE OVERSOILS ENGINEERS REPORT.BASE COURSEAS RECOMMENDED BYSOILS ENGINEERS REPORT.SLAB REINFORCEMENTLC24"x60"x18" CONC.EA. WAY @ BOT.FTG. W/ (3) #5SLOPE
1/8" PER FT. MIN.18"18"18"
18"
18"
18"
18"
24"24"24"24"
18"18"3'-0"2-#5 BARS CONT.TURN DOWN SLABN.T.S.P.T. SILL W/ 5/8" DIA. A.B. @48" O/C MAX. SPACING (U.N.O.)GARAGE FOOTING DETAILCLEAR TYP.3"N.T.S.6"6"2x STUDS @ 16" O/C(2) #5 TOP & BOT. CONT.SHEAR WALL AS OCCURS12"N.T.S.MIN.(SEE PLAN)#5 EACH WAY (SEE PLAN)CONC. SLAB ON COMP. FILL8"4"4"P.T. SILL W/ 5/8" DIA. A.B. @60" O/C MAX. SPACING AND 12"FROM ENDS & SPLICES & EMBEDDED2x STUDS @ 16" O/C(2) #5 TOP & BOT. CONT.FOOTING DETAIL 7" INTO CONCRETE4"3"CLEAR TYP.N.T.S.SEE PLAN6"COLUMN FTG. DETAILFIN GRADE1"CONC. SLAB (2) #5 TOP & BOT. CONT.60" O/C MAX. SPACING AND 12"P.T. SILL W/ 5/8" DIA. A.B. @FROM ENDS & SPLICES & EMBEDDED4"4x COL. W/ CB COL. BASEEXTERIOR FOOTING DETAILSTUCCO WEEP SCREEDN.T.S.(TYP.)TOP OF GRADE3"MIN.6"CLEAR TYP.OCCURS PER PLANSIMP. HOLDDOWN AS2x STUDS @ 16" O/C7" INTO CONCRETECONC. SLAB 4"BASE PER PLAN18"18"MIN.SEE PLAN12"12"12"18"12"18"12"MIN.MOISTURE / DRAINAGE NOTESFOUNDATION NOTES18"18"18"(2) #5 TOP & BOT. CONT.60" O/C MAX. SPACING AND 12"P.T. SILL W/ 5/8" DIA. A.B. @FROM ENDS & SPLICES & EMBEDDED4"RV GARAGE FOOTING DETAILSTUCCO WEEP SCREEDN.T.S.(TYP.)TOP OF GRADE3"MIN.6"CLEAR TYP.OCCURS PER PLANSIMP. HOLDDOWN AS2x STUDS @ 16" O/C7" INTO CONCRETECONC. SLAB 4"BASE PER PLAN24"MIN.12"18"
12"12"12"
12"24" SQ. x18" CONC.EA. WAY @ BOT.FTG. W/ (3) #536" SQ. x18" CONC.EA. WAY @ BOT.FTG. W/ (3) #510755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-70992'-2"5'-0"5'-6"
4" NOM. CONC. SLABSLOPE
1/8" PER FT. MIN.4" NOM. CONC. SLABSLOPE
1/8" PER FT. MIN.4" NOM. CONC. SLAB4" NOM. CONC. SLAB4" NOM. CONC. SLAB70'-0"7'-6"9'-3"10'-3"3'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"1'-10"14'-4"1'-10"1'-10"16'-4"1'-10"1'-4"52'-0"2'-0"
2'-6"
2'-6"2'-6"5'-3"2'-6"11'-10"
4'-6"14'-4"
7'-0"
12'-0"20'-6"18'-0"31'-6"1'-0"1'-0"
9'-6"
8'-0"
4'-6"
4'-6"
20'-9"31'-3"
18'-10"
48'-0"
68'-0"
12'-8"14'-0"5'-0"18'-6"20'-6"
3'-0"11'-6"5'-6"4'-0"
68'-0"
4'-6"10'-3"10'-3"5'-8"7'-0"1'-0"1'-0"15'-9"15'-9"11'-0"12'-1"11'-8"12'-0"12'-3"4'-6"4'-0"4'-6"4'-6"4'-6"15'-0"23'-6"4'-6"43'-0"4'-9"SLOPE
1/8" PER FT. MIN.24" SQ. x12" CONC.EA. WAY @ BOT.FTG. W/ (3) #4TYP. 3 PLACES24" SQ. x12" CONC.EA. WAY @ BOT.FTG. W/ (3) #4TYP. 4 PLACESSTEMWALL FOUNDATION PLANSCALE: 1/4" = 1'-0"NOT BE LOCATED UNDER A DOOR TO THE RESIDENCEVERIFY LOCATIONS W/ CONTR.CRAWL SPACE ACCESS THOUGH OPENINGS SHALLPROVIDE 18" X 24" FOUNDATIONN.T.S.OPTIONAL EXTERIOR FOOTING DETAILTOP OF GRADE@ BOND BEAMS (TYP.)(2) #5 BARS CONT.8" CMU GROUTED SOLID (TYP.)(1) #5 BARS @ 16" O/C VERTICALBASE PER PLANCLEAR TYP.6"MIN.MIN.3"(4) #5 CAGED EVERY 8' TIED BOTH WAYS18"18"@ BOND BEAMS (TYP.)(2) #5 BARS CONT.FROM ENDS & SPLICES & EMBEDDEDP.T. SILL W/ 5/8" DIA. A.B. @48" O/C MAX. SPACING AND 12"7" INTO CONCRETEN.T.S.EXTERIOR FOOTING DETAILTOP OF GRADE@ BOTTOM 3" CLEAR (TYP.)(2) #5 BARS CONT.6" MIN. CONCRETE STEM WALL#5 BARS @ 24" O/C VERTICALBASE PER PLANCLEAR TYP.6"MIN.MIN.3"(4) #5 CAGED EVERY 8' TIED BOTH WAYS18"18"@ MID HEIGHT OF WALL (TYP.)(2) #5 BARS CONT.@ TOP (TYP.)(2) #5 BARS CONT.4'-0"3'-0"12"CRAWL SPACE4'-0"3'-0"12"RIM JOISTTJI FLOOR JOISTS TYPICAL MASONRY DETAILSLAP 20"CORNER DETAILN.T.S.CRAWL SPACE RIM JOISTTJI FLOOR JOISTS CRAWL SPACE FROM ENDS & SPLICES & EMBEDDEDP.T. SILL W/ 5/8" DIA. A.B. @48" O/C MAX. SPACING AND 12"7" INTO CONCRETE2x STUDS @ 16" O/C2x STUDS @ 16" O/CFOUNDATION NOTES(2) #5 TOP & BOT. CONT.60" O/C MAX. SPACING AND 12"P.T. SILL W/ 5/8" DIA. A.B. @FROM ENDS & SPLICES & EMBEDDED4"RV GARAGE FOOTING DETAILSTUCCO WEEP SCREEDN.T.S.(TYP.)TOP OF GRADE3"MIN.6"CLEAR TYP.OCCURS PER PLANSIMP. HOLDDOWN AS2x STUDS @ 16" O/C7" INTO CONCRETECONC. SLAB 4"BASE PER PLAN24"MIN.12"18"(SEE PLAN)#5 EACH WAY (SEE PLAN)CONC. SLAB ON COMP. FILLN.T.S.SEE PLAN6"COLUMN FTG. DETAILFIN GRADE1"4x COL. W/ CB COL. BASE12"18"2-#5 BARS CONT.TURN DOWN SLABN.T.S.P.T. SILL W/ 5/8" DIA. A.B. @48" O/C MAX. SPACING (U.N.O.)GARAGE FOOTING DETAILCLEAR TYP.3"N.T.S.6"6"2x STUDS @ 16" O/C(2) #5 TOP & BOT. CONT.SHEAR WALL AS OCCURS12"MIN.SEE PLAN12"12"12"MIN.
10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099
SCALE: N.T.S.PER MANUFACTURER SPECS.CONCRETE TILE INSTALLEDSHEATHINGSTRUCTURAL PLYWOOD PREMANUFACTURED ROOFTRUSSESINSULATION MIN. R-30BATTS OR BLOWN-IN1/2" GYP. BD. OVER 2x WOOD STUDS AT3 COAT EXTERIORSTUCCO SYSTEM2x FASCIA BOARD16" O.C. (TYP.)TOP PLATEVERIFY 2X BLOCKING8d @ 6" O.C.BOUNDARY NAILINGSIMPSON H2.5 TIES AT 48" O.C. (U.N.O.)CROSS SECTION "B"SCALE: 1/4" = 1'-0"9'-0"
9'-0"CROSS SECTION "A"SCALE: 1/4" = 1'-0"16" 0.C.2X'S @TOP PLATECONT. 2X8d @ 6" O/CSCALE: 1 1/2"=1'-0"SCALE: 1 1/2"=1'-0"TRIM TO HEADERMIN. (3) 16d NAILSEA. END HEADER(ROOF TRUSS OR JOIST BEARING)TRIM STUD(S)2X @ 16" O.C.BOUNDRY NAILINGSIDE OPENINGSTUDS(S) EA.OPENJAMB HEADERCONT. DBL. TOP PLATE16d NAILSSTUD WALLUSP # RT7 (OR EQUAL)@ 48" O/C2X BLOCKINGSCALE: 1 1/2"=1'-0"EQUALBEAMEQUALSIMPSON STRAP15/32" ROOF SHEATHINGMFG ROOF TRUSSIS CONTINUOUS OVER BEAM.PROVIDED 2X TOP PLATENOTE: STRAP IS NOT REQUIRED SEE PLANSEE PLANSIM @ GARAGEOR EQ.ST6236GARAGE HEADERINSIDE LOOKING OUT4xBLOCKINGCORNEROF BLDG.OR EQUAL SIMPSON T-STRAPN.T.S.BEAM (SEE PLAN)POST (SEE PLAN)2X PLATETOP PLATECONT. DBL.LSTRAP TIESCALE: 1 1/2"=1'-0"CONT. DBL. TOP PLATESCALE: 1 1/2"=1'-0"SIDE OPENINGSTUDS(S) EA.TRIM TO HEADERMIN. (3) 16d NAILSEA. END HEADERTRIM STUD(S)2X @ 16" O.C.JAMB OPENAND DISTRIBUTE LOADS4x POST TO SUPPORT GIRDERGIRDER TRUSSOPENHEADER10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099
FLOOR FRAMING PLANSCALE: 1/4" = 1'-0"10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099
MFG. ROOF TRUSSES @ 24" O/CMFG. ROOF TRUSSES @ 24" O/C
GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSS
JACK TRUSSES
@
2
4
"
O
/
CGIRDER TRUSSGIRDER TRUSSROOF FRAMING PLANSCALE: 1/4" = 1'-0"BLOCKING, TYPICAL FACE NAIL..............16d @ 16" o.c.LAP SPLICE................................................................8-16dSOLE PLATE TO JOIST ORWALL PANELS........................................................3-16d PER 16"END NAIL...................................................................2-16dSTUD TO SOLE PLATE....................................4-8d TOENAIL, ORDOUBLE STUDS, FACE NAIL.......................16d @ 24" o.c.DOUBLED TOP PLATES, TYPICALFACE NAIL................................................................16d @ 16" o.c.BLOCKING BETWEEN JOISTS ORRAFTERS TO TOP PLATE,TOENAIL......................................................................3-8dRIM JOIST TO TOP PLATE,TOENAIL......................................................................8d @ 6" o.c.TOP PLATES, LAPS ANDINTERSECTION, FACE NAIL..........................2-16dTWO PIECES............................................................16d @ 16" o.c.CONTINUOUS HEADER TOSTUD, TOENAIL......................................................4-8dRAFTER TO PLATE, TOENAIL.....................3-8dBUILT-UP CORNER STUDS............................16d @ 24" o.c.BUILT-UP GIRDER AND BEAMS.................20d @ 32" o.c.WOOD STRUCTURAL PANELS.......................SEE DRAWINGS1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISENOTES:NOTED.CONTINUOUS HEADER,BLOCKING AT BRACEDTOP PLATE TO STUDDOUBLE TOP PLATES, @ EACH BEARING TOP & BOTTOM & STAGGERED 2-20d @ ENDS AND EACH SPLICE ALONG EACH EDGE 2-16d, END NAIL2006 IRC TABLE R602.3(1) FASTENING SCHEDULE...(MINIMUM UNLESS NOTED OTHERWISE)...JOIST TO SILL OR GIRDER,TOENAIL......................................................................3-8dBRIDGING TO JOIST, TOENAILEACH END..................................................................2-8dSOLE PLATE TO JOIST OR1/2" x10" ANCHOR BOLTS1/2" DIA. x 10" ANCHOR BOLTS AT 32" O.C. AND USP # RT7 OR EQ. AT ROOF TRUSS AT 48" O/C 2. SHEAR WALL FULL HEIGHT FROM FOUNDATION TO ROOF WITH ALL EDGES BLKD.3/8" PLYWOOD OR OSB ONE SIDE WITH 8d NAILS AT 4" O/C BOUNDRY, AND 12" FIELD. 3. MIN. (2) ANCHOR BOLTS PER SHEAR PANEL. 4. IF UNDER 48" IN WIDTH PROVIDE PAHD22 OR EQUAL.1. ALL 3/8" PLYWOOD SHALL BE STRUCTURAL II D.F. WITH BLOCKING.N.T.S.PLYWOOD OR EQUAL OSB3/8" CDX STRUCTURAL& 12" FIELD(2) 2X STUDS OR 4X POST(TYP.) WHERE HD ANCHORS OCCUR2X BLOCKING MID HEIGHT AS REQ.E.N. W/ 8d NAILS @ 4" OC USP # RT7 (OR EQUAL)@ 48" O/C U.N.O.2X STUDS @ 16" OC (TYP.)PROVIDE 4x POSTTO SUPPORT GIRDERSEE DETAIL SHEET-A510755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099
THAN 25' FROM OUTDOOR CONDENSOR UNIT(VERIFY W/ CONTR)PROVIDE GFI EXTERIOR RECEPTICLE @ SAME LEVEL & LESS ELECTRICAL LEGENDDUPLEX ELEC. OUTLET (G.F.I. WHERE REQUIRED)DUPLEX ELEC. OUTLET (HALF HOT)ELECTRICAL PANEL, SIZE___AMP___/___V___OSMOKE DETECTOR HARD WIRED W/BATTERY BACKUPELECTRICAL NOTESTUBE FLOURESCENT FIXTUREINCANDESCENT FIXTURERECESSED INCANDESCENTTELEVISION CONNECTIONPROVIDE DEDICATED 20 AMP BATHROOM CIRCUITPROVIDE OUTLETS FOR WALL SPACES 2'-0" AND WIDER @ MAX. 12'-0" O/C SO THAT NO POINT ALONG A WALL, FIXED VERIFY ALL TV/CABLE/SAT. OUTLETS W/CONT.PROVIDE ARC FAULT PROTECTION IN BEDROOMS (TYP.)PROVIDE (2) DEDICATED 20 AMP CIRCUITS IN KITCHENELECTRICAL CONTRACTOR TO PROVIDE PANELALL OUTLETS TO BE SPACED AS PER IRC ,IBC , & ALL LOCAL CODES. REQ. AND GFI'S TO BE LOCATED AS REQ. GLASS OR GUARDRAIL IS MORE THAN 6'-0" FROM AN OUTLET.SIZES AND ELEC. LOAD CALCS.BY CODE.INTTVSDINTERCOMM220V. OUTLETWALL TELEPHONEEXHAUST FANTHERMOSTATCEILING FAN 110 @ CLG.FOR OPENERLOW VOLTAGE FOR OPENERVERIFY ALL SECURITY EQUIPMENT WITH OWNER.TPROVIDE SWITCH AND LIGHT IN ATTIC @ ATTIC ACCESSGFIWP1234COMP.ACS S S S
SSSSSS STVTVSSGFISSSSSSSSGFIGFISSTVTVSLOW VOLTAGE FOR OPENERSGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFISSSSSSSSGFIGFIGFIGFIGFIGFIGFISSSSSSGFIGDD/WGFIGFIGFISSSGFIWPGFIGFISGFIWPELECTRICAL PLANSCALE: 1/4" = 1'-0"220GFISAME ELECTRICAL/LIGHTS ABOVEMAIN PANELW/GENERATOR TRANS.
10755 PALISADES STREET SE, YELM, WASHINGTON 98597
Randy Paigen
Owner Builder
(360) 701-7099GFIGFI