TODD CAMPBELL CUSTOM HOMES · 2018-01-07 · todd campbell custom homes 941-8607 tc0915b ......
8
CHECKED JOB NO. DATE DRAWN REVISIONS NO. DATE SHEET 1 8 OF TODD CAMPBELL CUSTOM HOMES 941-8607 TC0915B 10/27/2015 LOT 23 BLOCK 3 TANNENBAUM SUBDIVISION #1 R-88.00' L-44.40' Ch-43.80' S23°53'32" W -31°48'06" CURVE DATA C-21
Transcript of TODD CAMPBELL CUSTOM HOMES · 2018-01-07 · todd campbell custom homes 941-8607 tc0915b ......
CHECKED
JOB NO.
DATE
DRAWN
REVISIO
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NO
.
DATE
SHEET
1 8OF
TO
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CAM
PBELL CU
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941-8607
TC0915B
10/27/2015
LO
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R-88.00'
L-44.40'
Ch-43.80'
S23°53'32" W
-31°48'06"
CURVE DATA
C-21
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SLOPE AWAY FROM DWELLING 5%
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IN ALL DIRECTIONS FOR 10'-0" AND
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CONTRACTOR TO VERIFY ALL SETBACKS & EASEMENTS.
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ALL PUBLIC UTILITIES AVAILABLE.
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TANNENBAUM SUBDIVISION #1
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2% THEREAFTER.
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%%UNOTE:
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%%USITE PLAN
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LOT 23 BLOCK 3
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SCALE: 1/10" = 1'-0"
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ADA COUNTY, IDAHO
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W.H.
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FURN
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A.C.
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206.91' N 40%%D57'08" W
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120.63' N 89%%D11'20" W
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194.66' N 00%%D48'40" E
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C-21
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W. BRAVEHEART ST.
REVISIO
NS
NO
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DATE
CHECKED
JOB NO.
DATE
DRAWN
SHEET
2 8OF
TO
DD
CAM
PBELL CU
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941-8607
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.
CS-WSP
5/8" GYP. BOARD ONE SIDE, SCREWEDGB
WALL BRACE NAILING & HOLD DOWN SCHEDULE
@ 7" O.C. FIELD & PERIMETER
1PFH
METHOD NAILING PATTERN
1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.
MARK HOLD DOWN ANCHOR BOLTS
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.
(1) 5/8" ANCHOR BOLT
W/ 7" MIN. EMBED.
N/A
STHD14
N/A
IN CENTER OF PLATE
1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.
SIMPSON
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.
CS-PF SEE DETAIL N/A
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1 1 1 1
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FLOOR FRAMING NOTES: 1.PROVIDE MINIMUM 18" CRAWL SPACE CLEARANCE UNDER GIRDERS AND MINIMUM PROVIDE MINIMUM 18" CRAWL SPACE CLEARANCE UNDER GIRDERS AND MINIMUM 24" CLEARANCE UNDER FLOOR JOISTS 2.COVER ENTIRE CRAWLSPACE AND INSIDE FACE OF STEM WALLS UP TO SILL COVER ENTIRE CRAWLSPACE AND INSIDE FACE OF STEM WALLS UP TO SILL PLATE WITH 6 MIL. VISQUEEN TO CREATE A "BLADDER SYSTEM". SEAL ALL SEEMS W/ 4" VYCOR TAPE. 3.UNLESS OTHERWISE NOTED ON PLANS, USE 7/8" T&G OSB DECKING OVER 9-1/2" UNLESS OTHERWISE NOTED ON PLANS, USE 7/8" T&G OSB DECKING OVER 9-1/2" FLOOR JOISTS @ 24" O/C. (12'-0" MAX. CLEAR SPAN). FRAMING SUB-CONTRACTOR MAY NEED TO ADJUST JOIST SPACING AS REQUIRED FOR PLUMBING ITEMS THAT REQUIRE A DRAIN PENATRATING FLOOR SURFACE ABOVE. 4.PONYWALLS ARE 2x4 CONSTRUCTION @ 24" O.C. UNLESS NOTED OTHERWISE. PONYWALLS ARE 2x4 CONSTRUCTION @ 24" O.C. UNLESS NOTED OTHERWISE. ALIGN STUDS UNDER JOISTS. ADDITIONAL 2x4 STUDS MAY BE REQUIRED IN PONYWALLS FOR ROOF-BEARING POINT LOADS. 5.ALL WOOD COMING INTO CONTACT WITH CONCRETE TO BE PRESSURE-TREATED ALL WOOD COMING INTO CONTACT WITH CONCRETE TO BE PRESSURE-TREATED WOOD OR EQUALLY WATER RESISTANT PER CODE. 6.PROVIDE R-30 INSULATION BETWEEN FLOOR JOISTS OVER ALL UNHEATED AREA. PROVIDE R-30 INSULATION BETWEEN FLOOR JOISTS OVER ALL UNHEATED AREA.
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SCALE: 1/4" = 1'-0"
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%%UFOUNDATION PLAN
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CONC. FTG.
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PONY WALL ON A
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2X4 AT 16" O.C.
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16" X 8" CONT.
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9-1/2" I JOISTS AT 24" O.C.
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CONNECT ALL CONC. PADS, PATIOS, PORCHES, ETC. TO STEM WALL 4/ #4 REBAR @ 24" O.C. 7" BELOW TOP OF STEM WALL
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(TYP)
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(TYP)
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4" COMP. GRAVEL BASE
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4" CONCRETE OVER
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W/EXP. JTS. AS REQ'D.
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SLOPE 2" TO O.H. DOOR
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CONCRETE PATIO CONTRACTOR TO VERIFY LAYOUT AND SIZE
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CONCRETE PORCH
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BLOCKOUT FOR
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2'-8" DOOR
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CONC. PAD
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22" x 30" CRAWL ACCESS
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22" x 22" CRAWL ACCESS
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18" ROUND x 24" DEEP CONC. FOOTING
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(4) TYPICAL PADS CENTERED ON POST
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BLOCKOUT FOR 9'-0" O.H. DOOR
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BLOCKOUT FOR 16'-0" O.H. DOOR
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IN-LINE FAN
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AIR FLOW BAROMETRIC DAMPER
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FURNACE
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DUCT WORK
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MECH. DAMPER
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R-19 BATT INSULATION AT PERIMETER WALLS (TYP.) MECHANICALLY ATTACHED TO FOUNDATION WALL.
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R-19 BATT INSULATION AT PERIMETER WALLS TO EXTEND 24" BELOW FINISHED GRADE.
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FINISH GRADE
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CONTINUOUS 6ml VAPOR BARRIER. RUN CONTINUOUS OVER TOP OF ALL FOOTINGS. VAPOR BARRIER WRAPPED 6" UP STEM WALL BEHIND INSULATION. SEAL OVERLAPPING JOINTS.
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DUCT LOCATION PER PLAN
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OUTSIDE AIR
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9-1/2" FLOOR JOISTS
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.006" VISQUEEN GROUND COVER
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R-19 INSULATION
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2X4 PONY WALL
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MIN. 1'-4". VERIFY
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SCALE: 3/8" = 1'-0"
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%%UCRAWL FOUNDATION DETAIL
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2X4 PRESSURE TREATED PLATE
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W/ 1/2" DIA. x 10" ANCHOR BOLTS @ 72" 0.C.
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FINISH GRADE
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FLOOR COVERING (SEE FLOOR PLAN)
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ON 7/8" APA RATED T & G SUBFLOOR
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(SEE FOUNDATION PLAN FOR SPACING)
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REBAR AS REQ'D.
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W/ CONTRACTOR
REVISIO
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DATE
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JOB NO.
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SAFETY GLAZING REQ'D FOR ALL
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BRICK LEDGE TYP.
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GLASS WITHIN 24" ARC OF DOORS.
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WITH FRAMER BEFORE CONSTRUCTION.
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ALL ANGLES 45 U.N.O.
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CONTRACTOR TO VERIFY WINDOW HEIGHTS
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o
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CEILING HEIGHT 10'-1 1/8" MAIN LEVEL
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(EXCEPT AS SHOWN).
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INSTALL SELF-CLOSING FIRE
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DOOR BETWEEN GARAGE AND
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INSTALL 5/8" GYPSUM BOARD
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ADJACENT TO LIVING SPACES.
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GLASS WITHIN 18" OF FLOOR OR
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GREATER THAN 9 SQ. FT. IN AREA.
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SAFETY GLAZING REQ'D FOR ALL
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ON ALL GARAGE WALL SURFACES
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LIVING SPACE.
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(EXCEPT AS SHOWN).
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HEADERS TO BE 4X8 FIR BEAM
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ALL WINDOW AND DOOR
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%%UNOTES:
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SCALE: 1/4" = 1'-0"
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%%UFLOOR PLAN
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2635 SQ. FT. MAIN LEVEL
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960 SQ. FT. GARAGE
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FAMILY ROOM 11'-1" CEILING HARDWOOD
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M. BEDROOM 10'-6" CEILING CARPET
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M. BATH 10'-1" CEILING TILE
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W.I.C. 10'-1" CEILING CARPET
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UTILITY 10'-1" CEILING VINYL
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BATH #2 10'-1" CEILING TILE
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BEDROOM #2 10'-1" CEILING CARPET
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BEDROOM #3 10'-1" CEILING CARPET
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ENTRY 11'-1" CEILING HARDWOOD
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MUD ROOM 10'-1" CEILING HARDWOOD
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5060 FXD
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DBL. OVEN
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3-CAR GARAGE 10'-1" CEILING 4" CONC. SLAB
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W.H.
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FURN
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10'-1" CEILING HARDWOOD
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GUEST BEDROOM VAULTED CEILING CARPET
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G. BATH 10'-1" CEILING TILE
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PANTRY 10'-1" CEILING HARDWOOD
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KITCHEN 10'-1" CEILING HARDWOOD
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DINING 10'-6" CEILING LAMINATE
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10'-1" CEILING
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10'-1" CEILING
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10'-1" CEILING
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REF.
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SINK W/ DISP.
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D.W.
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COOKTOP W/HOOD DEEP DRAWERS BELOW
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1880
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2480
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2480
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2880
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2480
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2080
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2680
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2680
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2880
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2868 SELF-CLOSING 20 MIN. FIRE RATED
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5068
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3080
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5080
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2868
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3680
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2680
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2880
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4080
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2880
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2480
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2880 GLS. DOOR
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3660 SH 18" VT.
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3660 SH 18" VT.
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3050 SH
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3050 SH
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4040 FXD
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4016 SL
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4050 SL
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3660 SH
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3660 SH
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(3) 2020 FXD 8'-6" HDR.
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(3) 2050 FXD 7'-6" HDR.
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ROD & SHELF
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ROD & SHELF
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ROD & SHELF
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ROD & SHELF
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ROD & SHELF
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SHELVES
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LINEN
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ROD & SHELF
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LINEN
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LINEN
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SHELVES
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ROD & SHELF
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W/SHOWER
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A.C.
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BENCH W/STORAGE W/COAT HOOKS
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W.I.C. 10'-1" CEILING CARPET
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TILE SHOWER
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2x6 PLATFORM
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JETTED TUB
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60" X 36"
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TOILET PAPER NICHE ABV. DISP.
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2x6 NICHE
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2x6 WALL
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NICHE
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LONG HANGING ROD
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BARREL VAULT
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ARCH OPENING
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ARCH OPENING
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2x8 WALL
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22" x 30" ATTIC ACCESS
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DROPPED BEAMS PER BUILDER'S SPEC'S.
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LINEN
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1680
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16'-0" X 8'-0" O.H. DOOR
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9'-0" X 8'-0" O.H. DOOR
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2480
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2480
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NICHE
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2030 FXD
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4016 SL
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COVERED PATIO CONC. SLAB
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36" FIREPLACE
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4050 SL
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3650 SH
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SINK
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ROD ABV.
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2 HAMPER TILT OUT CAB.
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12" HIGH, 12" OUT HEARTH
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TRASH CAB.
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8" PLATFORM FOR WASHER/DRYER
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SINK
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TECH CENTER W/LARGE FILE DRAWER
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CAB. ABV.
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GLS. DOOR
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18" x 12" SHWR. NICHE
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WALL MOUNT FAUCET. SINK UNDERMOUNT
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WALL MOUNT FAUCET. SINK UNDERMOUNT
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WALL MOUNT FAUCET. SINK UNDERMOUNT
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GLASS UPPERS ON THIS SIDE OF STOVE
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TILE PAN W/ TILE SURROUND
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2480
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F.G. SKIRT W/ TILE SURROUND
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22" x 22" CRAWL ACCESS
REVISIO
NS
NO
.
DATE
CHECKED
JOB NO.
DATE
DRAWN
SHEET
4 8OF
TO
DD
CAM
PBELL CU
STO
M H
OM
ES
941-8607
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.
CS-WSP
5/8" GYP. BOARD ONE SIDE, SCREWEDGB
WALL BRACE NAILING & HOLD DOWN SCHEDULE
@ 7" O.C. FIELD & PERIMETER
1PFH
METHOD NAILING PATTERN
1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.
MARK HOLD DOWN ANCHOR BOLTS
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.
(1) 5/8" ANCHOR BOLT
W/ 7" MIN. EMBED.
N/A
STHD14
N/A
IN CENTER OF PLATE
1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.
SIMPSON
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.
CS-PF SEE DETAIL N/A
MIN. 1000 LB
TIE-DOWN DEVICE
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL OCCUR
OVER AND BE NAILED
TO COMMON
BLOCKING, AND
OCCUR WITHIN
MIDDLE 24 IN. OF
WALL HEIGHT. ONE
ROW OF 3 IN. O.C.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
TYPICAL PORTAL
FRAME
CONSTRUCTION
MA
X. H
EIG
HT
1
0'
FASTEN TOP PLATE TO HEADER WITH
TWO ROWS OF 16D SINKER. NAILS AT 3
IN. O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3 IN. GRID PATTERN AS
SHOWN AND 3 IN. O.C. IN ALL FRAMING (STUDS,
BLOCKING, AND SILLS) TYP.
MIN. LENGTH = 16 IN. FOR ONE STORY
MIN. LENGTH = 24 IN. FOR USE IN THE FIRST OF TWO
STORY STRUCTURES.
MIN. 2x4 FRAMING
3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
MIN. 4200 LB TIE-DOWN DEVICE
(EMBEDDED INTO CONCRETE AND
NAILED INTO FRAMING).
SEE SECTION R602.10.3.3
5/8"x16" ANCHOR BOLT
MIN. DBL.
2X4 POST
1000 LB
STRAP
MIN. 3"x11-1/4" NET HEADER
METHOD PFH
INTERMITTENT PORTAL FRAME
6' to 18'
Extent of header (two braced wall segments)
Extent of header (one braced wall segment)
B
GB
GB
GB
GB
CS
-W
SP
CS
-W
SP
CS
-W
SP
CS
-W
SP
GB
GB
GB
GB
GB
GB
GB
GB
C
1 1 1 1
2 4
A
CS
-W
SP
CS
-W
SP
CS-WSP
CS-WSP CS-WSP
3
GB
GB
CS
-W
SP
CS
-W
SP
D
1 1 1 1
CS-WSP
CS-WSP
1.3 1.0 6.60
BRACING
METHOD
TABLE
R602.10.4.1
BRACED
WALL LINE
BRACED
WALL LINE
SPACING
(FEET)
REQUIRED
BRACING
LENGTH
(FEET)
EAVE TO
RIDGE
TOTAL
FTNT: c
WALL
HEIGHT
TOTAL
FTNT: d
NUMBER
BRACED
LINES
FTNT: e
REQUIRED
BRACING
LENGTH
(FEET)
PROVIDED
BRACING
LENGTH
(FEET)
BRACED PANEL LENGTH TABLE
BASED ON WIND SPEED (<90 mph)
BLOCKED
OR
UNBLOCKED
CS-WSP BLOCKED
1
4
A
20
D
B
12.5 1.0 23.5640
6.0 1.0 11.311.45CS-WSPBLOCKED
40
1.030
3.5 8.00
16.00
19.00
24.00
BLOCKED9.43CS-WSP 5.0
GB
UNBLOCKED
1.0BLOCKED
3.5 6.6020
PFH 15.34
1.0 17.91
330 9.5 22.00
CS-WSP
GB
BLOCKED
UNBLOCKED
1.3
1.3
1.3
1.3
1.3
C1.0
BLOCKED
5.0 7.2530
PFH 8.001.0
1.45
1.45
1.45
CS
-W
SP
CS
-W
SP
CS
-W
SP
CS-WSP
1
1.3 1.0 9.43CS-WSP BLOCKED
2
30 5.0 12.00
1.45
1.45
1.45
1.45
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%%UBRACED WALL LINE PLAN
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SCALE: 1/4" = 1'-0"
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3'-3"
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3'-3"
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3'-3"
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3'-3 1/2"
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3'-3 1/2"
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3'-3 1/2"
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13'-0"
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13'-0"
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13'-0"
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W.H.
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FURN
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A.C.
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1'-6"
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1'-6"
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1'-6"
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1'-6"
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1'-6"
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1'-6"
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12'-0"
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12'-0"
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12'-0"
REVISIO
NS
NO
.
DATE
CHECKED
JOB NO.
DATE
DRAWN
SHEET
5 8OF
TO
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CAM
PBELL CU
STO
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941-8607
TC0915B
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%%UBACK ELEVATION
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SCALE: 1/4" = 1'-0"
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STUCCO FINISH. TYP. WHERE SHOWN
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1x4 OVER TOP OF 1x8 TYP. WHERE SHOWN.
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CULTURED STONE. TYP. WHERE SHOWN
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2x6 CASING 2x8 HEADER ON ALL FRONT FACING WINDOWS AND DOORS
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%%UFRONT ELEVATION
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SCALE: 1/4" = 1'-0"
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1x10 FREEZE BOARD TYP. WHERE SHOWN.
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NO
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DATE
CHECKED
JOB NO.
DATE
DRAWN
SHEET
6 8OF
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%%URIGHT SIDE ELEVATION
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SCALE: 1/4" = 1'-0"
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%%ULEFT SIDE ELEVATION
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SCALE: 1/4" = 1'-0"
REVISIO
NS
NO
.
DATE
CHECKED
JOB NO.
DATE
DRAWN
SHEET
7 8OF
TO
DD
CAM
PBELL CU
STO
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TC0915B
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W.H.
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FURN
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A.C.
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ROOF FRAMING NOTES: 1.USE (2) 2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0" IN WIDTH UNLESS USE (2) 2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0" IN WIDTH UNLESS OTHERWISE NOTED. 2.USE (2) 2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0" IN WIDTH USE (2) 2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0" IN WIDTH UNLESS OTHERWISE NOTED. 3.REFER TO ELEVATIONS FOR ADDITIONAL INFO. REFER TO ELEVATIONS FOR ADDITIONAL INFO. 4.PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PER PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PER LOCAL CODES. 5.PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES.PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES.
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%%UROOF PLAN
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SCALE: 1/4" = 1'-0"
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 9-1/2" LVL
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 11-7/8" LVL
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(2) 2x8 HDR.
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(2) 2x10 HDR.
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(2) 9-1/2" LVL
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(2) 11-7/8" LVL
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ALL 6/12
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 9-1/2" LVL
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(2) 9-1/2" LVL
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(2) 2x8 HDR.
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(2) 11-7/8" LVL
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(2) 2x8 HDR.
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(2) 2x8 HDR.
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(2) 11-7/8" LVL
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(2) 11-7/8" LVL
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9-1/2" FLOOR JOISTS
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1/2" GYP. BOARD
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R-40 INSULATION
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.006" VISQUEEN GROUND COVER
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R-19 INSULATION
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2X4 PONY WALL
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SOFFIT W/ 8"X16" SCREENED
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3/8" PLYWOOD OR CLADWOOD
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ROOFING AS SPEC'D ON 15# FELT ON
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7/16" APA RATED SHEATHING ON
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1X8 CONT. FASCIA
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VENT @ 8'-0" O.C.
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WOOD TRUSSES @ 24" O.C.
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12
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SEE ELEV.
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MIN. 1'-4". VERIFY W/ CONTRACTOR
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%%UTYPICAL BUILDING SECTION
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SPEC'D ON EXT. MOISTURE BARRIER ON
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2X6 STUDS AT 16" O.C.
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WITH R-21 BATT INSULATION
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2X6 PRESSURE TREATED PLATE
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W/ 1/2" DIA. x 10" ANCHOR BOLTS @ 72" 0.C.
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FINISH GRADE
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FLOOR COVERING (SEE FLOOR PLAN)
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ON 7/8" APA RATED T & G SUBFLOOR
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(SEE FOUNDATION PLAN FOR SPACING)
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SIDING AS SPEC'D ON SHEATHING AS
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USE INTERIOR VAPOR BARRIER
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REBAR AS REQ'D.
REVISIO
NS
NO
.
DATE
CHECKED
JOB NO.
DATE
DRAWN
SHEET
8 8OF
TO
DD
CAM
PBELL CU
STO
M H
OM
ES
941-8607
TC0915B
10/27/2015
LO
T 23 BLO
CK 3
TAN
NEN
BAU
M
SU
BD
IVISIO
N #
1
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ELECTRICAL AND MECHANICAL GENERAL NOTES: 1.MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL VENTS AND DUCTWORK PRIOR TO CONSTRUCTION. 2.FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO BE A MINIMUM OF 26 GAUGE GALVANIZED SHEET METAL WITH NO OPENINGS INTO GARAGE. FIRESTOP AND SEAL AROUND DUCT PENETRATIONS. 3.FURNACES, HEAT PUMPS, WATER HEATERS AND OTHER FURNACES, HEAT PUMPS, WATER HEATERS AND OTHER MECHANICAL EQUIPMENT AS WELL AS GAS PIPING LOCATED IN GARAGE ARE TO BE PROTECTED FROM AUTOMOBILE IMPACT. SEE MECHANICAL INSPECTOR FOR PROTECTION REQUIREMENTS. 4.APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK, APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK, GLOW OR FLAME MUST KEEP PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES A MINIMUM OF 18" ABOVE FLOOR SURFACE. 5.SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTER BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN REQUIRED FOR OVERCURRENT PROTECTION. ALL SMOKE DETECTORS ARE TO BE WIRED TOGETHER ON ONE CIRCUIT AND DESIGNED FOR ALL DETECTORS TO SOUND IF ONE DETECTOR IS ACTIVATED. 6.IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS PROVIDE A MECHANICAL FAN CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR OR OPERABLE WINDOW. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING.
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%%UELECTRICAL PLAN
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PRESCRIPTIVE ENERGY CODE COMPLIANCE THE PROPOSED BUILDING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE (2012 IECC)
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TABLE N1102.1
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INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
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CLIMATE ZONE
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5
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WINDOW U-FACTOR
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0.35
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CEILING R-VALUE
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38
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WOOD WALL R-VALUE
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20 (or) 13+5
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FLOOR R-VALUE
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30
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SLAB R-VALUE
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10, 2FT
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MECHANICAL DUCTING
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8
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PENESTRATION U-FACTOR
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0.35
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SKYLIGHT U-FACTOR
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0.60
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CRAWL SPACE WALL R-VALUE
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10/13
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ALL OUTLETS PLACED PER CODE REQUIREMENTS
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ALL T.V., PHONE, CAT5 OUTLETS PER BUILDER'S SPEC'S.
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SD
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SD
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SD
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WIRE FOR SURROUND SOUND
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DIMMER
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DIMMER
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DIMMER
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DIMMER
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STUB ELECTRICAL FOR A WATER FOUNTAIN
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(2) FOUR PLEX OUTLETS LOCATION T.B.D.
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W.H.
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FURN
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A.C.
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50 AMP PANEL FOR WATER FALL AND OUTDOOR KITCHEN LOCATION T.B.D.
