Custom RV 36' x 46' Garage Plans - · PDF fileCustom RV 36' x 46' Garage Plans. 4030 3068...
Transcript of Custom RV 36' x 46' Garage Plans - · PDF fileCustom RV 36' x 46' Garage Plans. 4030 3068...
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Custom RV 36' x 46' Garage Plans
4030
3068
4030
4030
3068
100100140140100100
4030
NAIL BOTTOM TO SILL PLATE.EDGES @12" O.C. IN FIELD.
NAIL W/8d NAILS @6" O.C.4X8 SHT. ON FOUNDATION.
BRACED WALL PANEL
PROVIDE (2) STRAPS FOR B.W.P.ALTERNATE BRACE WALL PANELS
ALUMINUM FASCIA
PERFORATED SOFFIT
235 # ( MIN. ) SEAL-TAB SHINGLES
2 X 6 SUB-FASCIA
ALUMINUM DRIP EDGE
ALUMINUM GUTTERS
OSB STRUCTURAL PANEL EQUALCDX PLYWOOD SHEATHING ORON 15 # FELT PAPER OVER 1/2"
& LEADERS
DOUBLE TOP PLATE
FLOOR PLANS FOR RAFTERSEE BUILDING SECTIONS &
SIZES & SPACING
36'-0
"
4'-0
"3'
-0"
4'-6
"4'
-0"
5'-0
"4'
-0"
4'-6
"3'
-0"
4'-0
"
46'-0"
13'-0" 20'-0" 13'-0"
2'-0" 10'-0"1'-0"
3'-0" 14'-0" 3'-0"1'-0"
10'-0" 2'-0"
46'-0"
13'-0"20'-0"13'-0"
8'-0"4'-0"8'-0"
36'-0
"
16'-0
"4'
-0"
16'-0
"
DOOR SCHEDULEQTY SIZE DIMENSIONS DESCRIPTION 2 3068 36X80X1 3/4" EXT. 2 100100 120X120" GARAGE 1 140140 168X168" GARAGE
WINDOW SCHEDULEQTY SIZE DIMENSIONS DESCRIPTION 4 4030 48"X36" RIGHT SLIDING
10' x 8' ICF Storage RoomSee Detail For Thickened Slab Footing Under Walls
3 1/
2 x
16 L
VL
Bea
m w
ith P
osts
12'
Spa
cing
Max
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SCALE 1/8"=1'
GARAGE MAIN FLOOR PLAN
Header 3 1/2" x 11 7/8" LVL Header 3 1/2" x 11 7/8" LVLHeader 3 1/2" x 14" LVL
INSTALLATIONCORNER
SINGLE POUR
HPAHDSimpson Strong-Tie
CORNEROF STRAP TO
CORNERDISTANCEFROM EDGE
REBAR LENGTH30" MINIMUM
REBAR LENGTH12" MINIMUM
SHEAR CONEREBAR INONE #4
SECTIONSHOWN ON BUILDING
STEEL COLUMN
CONCRETE PAD
BEAM LOCATED AS BEAM LVL SIZE &
4" CONCRETE FILLED
NOTE:CONC. SLAB TO BEPOURED AROUND POST PRIORTO SETTING TRUSSES AND RAFTERS
SET BEARING PLATEON STIFF GROUT
UNDISTURBED SOIL
1/4" 4X4" BASE PLATE
TRUSS
STL. SHIMS AS REQD.CONCRETE SLAB
21A
BASE PLATE
STD. PIPE COLUMNBOLTS W/WASHERS4-1/2"DIA ANCHOR
WOOD BEAM & COLUMN
EE E
E
E
E
E
E
J-BAR DOWELS TO MATCHVERTICAL REBAR SPACING.
FOUNDATION WALL. WITHEXTENDED 24" MIN. INTO
6" MIN. HOOK
HORIZONTAL REBAR # 4@24" O.C. W/FIRST BAR
& LAST BAR 4" BELOW TOP
2- #4 REBAR CONTINUOUS
OF FOUNDATION WALL.
PLACED 4" ABOVE FOOTING
COMPACTED SOIL
4" CONC. SLAB
4" COMPACTED GRAVELVERT. #4 REBAR@ 24" O.C.
GRADE 2 % MIN. SLOPE
8" MIN. THICKNESSCONCRETE WALL
@32" MAX. SPACING. BOLTSSHALL BE EMBEDDED 7" MIN.
Section E-E
8"
46'-0"
36'-0
"
2'-0" 10'-0" 4'-0" 14'-0" 4'-0" 10'-0" 2'-0"
4'-0
"3'
-0"
22'-0
"3'
-0"
4'-0
"
10'-8
"2'
-0"
10'-8
"2'
-0"
10'-8
"
10'-8
"2'
-0"
10'-8
"2'
-0"
10'-8
"
13'-0" 2'-0" 16'-0" 2'-0" 13'-0"
13'-0" 2'-0" 16'-0" 2'-0" 13'-0"
10' x 8' ICF Storage RoomSee Detail For Thickened Slab Footing Under Walls
4" Concrete withWWM overcompactedgravel fill slopedto door1" slope per 10'to garage door
Post FootingsSee ColumnDetail
Block out 10'-3"for 10' Door
BracedPanel Wall
Concrete:
1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans.2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum slump.3. Reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter minimum at splices or weld per ACI Std.4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only.5. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout.6. All footings minimum 30" below final grade
E E
Blockout 3'-3"for 36"Door
Blockout 3'-3"for 36"Door
BracedPanel Wall
Block out 10'-3"for 10' Door
Block out 14'-3"for 14' Door
2 Simpson or equiv straps on bothfront outside corners to developbraced wall panel
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Concrete:
1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans.2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum slump.3. Reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter minimum at splices or weld per ACI Std.4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only.5. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout.6. All footings minimum 30" below final grade
SCALE 3/16"=1'
FOUNDATION PLAN
3' Concrete Garage Wall
9"3'
-0"
11'-0
"11
'-9"
3'-9
"22
'-9"
FF
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FRONT ELEVATIONSCALE 1/8"=1'
5/12 PITCH
CupolaDesign byOwner
5/12 PITCH
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SCALE 1/8"=1'
REAR ELEVATION
SCALE 1/8"=1'
LEFT ELEVATION
4030
4030
4030
4030
10' x 8' ICF Storage RoomSee Detail For Thickened Slab Footing Under Walls
3 1/
2 x
16 L
VL
Bea
m w
ith P
osts
12'
Spa
cing
Max
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Roof Framing:
1. Fascia to be 2"x Douglas Fir.2. For soffit size see details.3. For spans and dimensions refer to floor plans.4. Trusses are to be an approved truss design from the truss manufacture's engineer.5. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection.6. Solid blocking required between joists, rafters, and trusses over all bearing walls. Such blocking shall be 1 ½" minimum thickness and full depth of joists, rafters, or trusses.7. Minimum header sizes shall be according to the header size table unless otherwise noted.8. Basis of design roof live/snow load of 37 psf, and roof dead load of 15 psf.9. Plywood roof decking to be Min ½" thick, 24/0, CDX or 5/8 wafer.
SCALE 1/8"=1'
ROOF FRAMING
5/12 Pitch
12" Min Overghang
5/12 Pitch
Post Spacing
3 1/2 x 16 LVL
4" Dia Post 12' Max
Engineered Trusses 24" O.C.Attached With H1 or Equiv Ties
2 x 6 ExteriorFramed Walls
11'-0
"
17'-6
"
9'-8
"
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GARAGE ROOFPRE-ENGINEERED TRUSSES ASSUPPLIED BY TRUSSMANUFACTURER 24" o.c.
General framing: (Douglas Fir)
1. Minimum header sizes shall be according to the following table unless otherwise noted.Header sizes (single story construction)2'-0" to 4'-0" Span 2-2x4's4' + to 6'-0" Span 2-2x6's6' + to 8'-0" Span 2-2x8's8' + to 10'-0" Span 2-2x10's10' + to 12'-0" Span 2-2x12's
2. Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following:
a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud.b. Plywood sheathing of a minimum thickness of 3/8 inch.
3. Fire stopping:a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings,
stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2" nominal lumber.
b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials.4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs.5. Exterior wall framing to be 2"x6" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x4" studs at 24" o.c. and at bearing walls 2"x4" studs at 16" o.c. with double top plate.6. Shear wall to be 3/8" CDX plywood applied horizontally.7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place.8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted.9. Nailing to be per current U.B.C. unless otherwise noted.10. All bearing partitions shall have double top plates.11. Structural glued laminated timbers to be stamped by an approved agency.12. Use redwood or pressure treated sole plates at all exterior walls.
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Gen
eral
GN
10
36 h
igh
wal
lFo
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8" C
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m W
all
162
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GN
21
216
high
wal
lS
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g-6
920
ftG
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113
2 hi
gh w
all
Sid
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672
0ft
GN
41
heat
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g ar
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560
sqft
GN
52
31 3
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wal
lS
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g-6
250
ftG
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218
11/
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wal
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660
ftS
ubto
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11.9
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cuyd
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02x
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mud
sill
162
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FO3
01/
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foam
sill
sea
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foun
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foot
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339
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100
1548
sq
ftst
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esh
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lab
1548
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ftS
ubto
tal:
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floor
SF1
12x
6"-3
6'ce
iling
jois
ts -
lum
ber
80
SF2
12x
6"-1
3'ce
iling
jois
ts -
lum
ber
350
SF3
12x
6"-2
0'ce
iling
jois
ts -
lum
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180
Sub
tota
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amin
gF1
12x
6-16
ft+fir
pla
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12x
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ft+fir
stu
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1280
0ft
F31
2x6"
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12x
6"-4
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4"fir
stu
d5
0F7
12x
6"-3
2 1/
2"fir
stu
d22
0F8
12x
12-1
6ft+
head
er -
lum
ber
143
0ft
F92
2x6-
16ft+
fir s
tud
stoc
k12
70
ftF1
02
2x6-
16ft+
fir p
late
158
0ft
Sub
tota
l: S
idin
gS1
17"
wid
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570
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14x
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609
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use
wra
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620
sqft
S52
7" w
ide
Sid
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Woo
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394
0ft
S62
4x8x
5/8
She
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tota
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EX1
012
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16ft+
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91
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gara
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106
0ft
EX
102
63 1
/2x2
7 1/
4 in
shut
ter
40
Sub
tota
l:
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Roo
fing
R1
12x
8"-1
6'+
ridge
boa
rd -
lum
ber
114
0ft
R2
12x
6"-1
5'ra
fters
- lu
mbe
r38
0R
31
2x8"
-38'
rafte
rs -
lum
ber
60
R4
12x
8"-1
6'ra
fters
- lu
mbe
r2
0R
51
4x2"
-16'
+ra
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- lu
mbe
r80
0ft
R6
12x
8"-1
5'ra
fters
- lu
mbe
r2
0R
71
2x6"
-13'
rafte
rs -
lum
ber
380
R8
12x
8"-1
3'ra
fters
- lu
mbe
r4
0R
91
bend
to s
lope
roof
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R10
1rid
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0ft
R11
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20
550
sqft
R12
14x
8' s
heet
sro
of s
heat
hing
650
R13
12x
8"ga
ble
fasc
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90
ftR
141
2x8"
eave
fasc
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80
ftR
151
met
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337
0ft
Sub
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sula
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48" b
atts
ceili
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sula
tion
207
0
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l Brd
WB1
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ceili
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all b
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ws
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120
gara
ge
10
Sub
tota
l: In
t Trim
T11
1x2-
16ft+
win
dow
apr
on18
0ft
T21
1x2-
16ft+
sill
180
ftT3
11x
2-16
ft+in
terio
r cas
ing
780
ftT4
10"
wid
ein
t. ra
iling
856
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T51
0" w
ide
raili
ng s
hoe
856
0in
T61
4x8
inbe
am o
ver r
ail
720
ftT7
17
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8" s
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Fixt
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FX1
236
W36
DC
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) - c
olor
10,
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n1
0
Tota
l:
CONCRETE OR MASONRY GROUT.
STORIES SHALL HAVE AN 8" MIN. STEMWALL.
BELOW ADJACENT FINISHED GRADE FOR DESIGN.
ENGINEER AND RECEIVING APPROVAL FROM LOCAL
ABOVE FINISHED GRADE.
2. SEISMIC ZONE, NO. 3.
P.S.I. FOR QUALITY ONLY.
P.S.I. AT 28 DAYS, 5" MAX. SLUMP.
OTHERWISE NOTED ON THE PLANS.
5. ANCHOR BOLTS SHALL BE A-307 EMBEDDED 7" MIN. INTO
4. CONCRETE DESIGN BASED ON Fc 2000 P.S.F., Fc 2500 LAP 30 DIA. MIN. AT SPLICES OR WELD PER ACI STD.3. REINFORCING TO BE ASTM A615-BARS WITH Fy=60 K.S.I.
2. CONCRETE TO BE ACI 301-66, TYPE II CEMENT, 2500
1. ALL SLABS ARE TO BE 4" CONC. OVER 4" GRAVEL UNLESS
EXISTING GRADE AND TOPS OF STEMS SHALL BE 10" MIN.9. BOTTOM OF FOOTINGS SHALL BE PLACED 30" MIN. BELOW
8. THAT PORTION OF THE FOUNDATION WHICH SUPPORTS TWO7. FINISHED FLOOR TO BE 16" MIN. ABOVE LOT'S OUTFALL.
6. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSI AT 2'
BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID
WITH OUT HAVING A SOIL REPORT PREFORMED BY A SOILS5. SOIL SHOULD NOT BE A HIGHLY EXPANSIVE SOIL TYPE MUST BE COMPLETED PRIOR TO FINAL INSPECTION.4. LOT MUST BE GRADED TO INSURE PROPER DRAINAGE. THIS REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING.3. ALL STUMPS ROOTS AND ORGANIC MATTER SHALL BE
1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE
1. FASCIA TO BE 2"x 4" DOUGLAS FIR PER DETAIL _____
LENGTH BUY ONE OF THE FOLLOWING:
HEADER SIZE TABLE UNLESS OTHERWISE NOTED.
AND ROOF DEAD LOAD OF 15 P.S.F.
JOISTS, RAFTERS, OR TRUSSES.
OR RAFTER TO WALL CONNECTION.
THE TRUSS MANUFACTURE'S ENGINEER.
5' + TO 7'-0" SPAN 2-2x8's 3' + TO 5'-0" SPAN 2-2x6's 2'-0" TO 3'-0" SPAN 2-2x4's HEADER SIZES (TWO STORY CONSTRUCTION) 10' + TO 12'-0" SPAN 2-2x12's 8' + TO 10'-0" SPAN 2-2x10's 6' + TO 8'-0" SPAN 2-2x8's 4' + TO 6'-0" SPAN 2-2x6's 2'-0" TO 4'-0" SPAN 2-2x4's HEADER SIZES (SINGLE STORY CONSTRUCTION)
7' + TO 8'-0" SPAN 2-2x10's
FOLLOWING TABLE UNLESS OTHERWISE NOTED.
GENERAL FRAMING: (DOUGLAS FIR)
SHALL BE 1 1/2" MIN. THICKNESS AND FULL DEPTH OF
AT EACH END OF BUILDING AND AT LEAST EVERY 25' OF2. BRACE ALL EXTERIOR WALLS AND CROSS-STUD PARTITIONS
1. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE
9. PLYWOOD ROOF DECKING TO BE 1/2" THICK, 24/0, CDX
8. BASIS OF DESIGN ROOF LIVE/SNOW LOAD OF 37 P.S.F.,
7. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE
AND TRUSSES OVER ALL BEARING WALLS. SUCH BLOCKING6. SOLID BLOCKING REQUIRED BETWEEN JOISTS, RAFTERS,
5. USE SIMPSON H-1 HURRICANE ANCHORS AT EACH TRUSS
4. TRUSSES ARE TO BE AN APPROVED TRUSS DESIGN FROM3. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.2. FOR SOFFIT SIZE SEE DETAIL _____ SHEET _____.
FURRED SPACES, SOFFITS, DROP CEILINGS, COVE
LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. CHIMNEYS, AND FIREPLACES AT CEILING AND FLOOR
ETC. FIRESTOPPING SHALL CONSIST OF 2" NOMINAL OF RUN, BEARING WALLS AND CEILING JOIST LINES, CEILINGS, STAIR STRINGERS AT TOP AND BOTTOM
AT EACH END AND 1-8d NAILS AT EACH STUD.
A. FIREBLOCK STUD SPACES OVER 10' IN HEIGHT,
WEATHER, I.E. ROOF OVERHANGS.4. CDX PLYWOOD IS NOT APPROVED WHERE EXPOSED TO
B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS,
A. SIMPSON WB 126 WALL BRACING WITH 3-16d NAILS
B. PLYWOOD SHEATHING OF A MINIMUM THICKNESS OF
3. FIRE STOPPING:
3/8 INCH.
LUMBER
WOODS AND PLASTICS:
OF 7/16 WAFFER.
SHEET _____.
CONCRETE:
ROOF FRAMING:
TYPE SOIL.
SITE WORK:
SHOWN ON PLANS.
LIVING ROOM, AND IN EVERY BEDROOM.
ALONG WALL LINE AND AT ANY WALL OVER 24" WIDE IN12. MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT. THOSE FOR THE REF'G., RANGE, DISP., DISHWASHER.11. ALL OUTLETS IN KITCHEN ARE TO BE AT +44" EXCLUDING
14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A
13. INSTALL LIGHT IN WALK-IN CLOSET 18" MIN. HORIZ. ALL ROOMS EXCEPT KITCHEN, BATH, UTILITY, GARAGE.
1210(A) U.B.C. AND LOCAL BUILDING CODES IN EVERY15. PROVIDE SMOKE DETECTOR ALARM CONFORMING TO SEC. ROOMS WITHOUT THE REQUIRED WINDOW VENTILATION. CHANGE OF AIR EVERY 12 MINUTES FOR BATH OR UTILITY
10. BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN TERIOR, GARAGE, KITCHEN AND BATHROOM OUTLETS.9. INSTALL GROUND FAULT CURRENT INTERRUPTER ON EX-
CLEARANCE WIDTH 20" MIN. PER SEC.1204 CURRENT U.B.C..
3. ALL EXTERIOR DOORS TO BE SOLID CORE.
4. DOOR OPENING INTO THE GARAGE FROM THE LIVING
5.7 SQ. FT. MIN., CLEARANCE HEIGHT OF 24" MIN.,
QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF
PANELS AND ALL GLASS WITHIN 18" OF FLOOR OR 12" OF
2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR
HUMAN IMPACT SHALL BE TEMPERED GLASS AND COMPLY ANY DOOR AND SIMILAR GLAZED OPENINGS SUBJECT TO
5. FRAMELESS GLASS DOORS, GLASS IN DOORS, FIXED GLASS
FLOOR. SUCH WINDOWS SHALL HAVE A CLEAR OPENING OF1. ALL BEDROOM WINDOWS TO BE 44" MAX. OFF OF FINISHED
WITH SEC. 5406 CURRENT U.B.C..
CLOSING DEVICE.
STOPS (HINGE TYPE OPTIONAL).
DOORS, WINDOWS, AND GLASS:
BEDROOM AND ON EACH FLOOR.
SHOWN.
FROM ANY SHELF.
3. 5/8" DRYWALL IS REQUIRED AT STAIRWAYS WALLS,
4. 5/8" DRYWALL ON CEILING (TYPE "X") OF GARAGE AND
2. INTERIOR WALL TO HAVE 1/2" DRYWALL TEXTURED AS TOWEL FINISH OR AS DIRECTED BY OWNER / BUILDER.1. FINISHED CEILINGS TO HAVE 1/2" DRYWALL W/ SKIP
TIGHT PAN IS REQUIRED PER U.M.C. SEC. 1202.
7. USE TYPE "WR" SHEETROCK AS BACKING AT ALL SHOWER
3. ALL MASONRY MATERIALS USED MUST COMPLY WITH
2. BRICK VENEER SHALL BE FASTENED TO WALL PER SEC.
1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C.
TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. (SEC.5406 LOCATIONS ALONG WITH CERAMIC TILE OR APPROVED EQUAL
6. DRYWALL SHALL BE NAILED 4" O.C. AT EDGES & 6" O.C.
5. USE 5/8" SHEET ROCK ON CEILING WHERE SUPPORTED AT
10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN
2. PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN
SECOND FLOOR AN EXTRA CORROSIVE RESISTANT WATER 1. FOR A/C UNITS INSTALLED EITHER IN ATTIC OR ON
CENTER TO A VERTICAL SURFACE (SEC. 907(C) U.P.C.11. TOILETS TO BE SET WITH A MIN. OF 15" FROM ITS MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. SIZE (3" MIN.) AND DIRECT AS POSSIBLE FROM THE
9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER
8. USE ABS FOR WASTE AND VENT PIPING AND COPPER FOR
7. ALL SHOWER HEADS ARE TO BE INSTALLED AT 6'-6" ABOVE
EQUIPMENT EXCEPT THAT RAW WATER LINES SHALL BE 5. PLUMBING SHALL BE DESIGNED FOR WATER SOFTENING
THE CONTRACTOR SHALL CONDUCT AN OPERATION TEST FOR4. AFTER THE PLUMBING SYSTEM INSTALLATION IS COMPLETED
3. ALL EQUIPMENT TO BE NEW AND OF EQUAL QUALITY AS
2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE
1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER,
8. PREWIRE FOR T.V., TELEPHONE IN KITCHEN, FAMILY ROOM, AND A MINIMUM OF TWO 20 AMP CIRCUITS TO KITCHEN.7. PROVIDE 20 AMP CIRCUITS TO FAMILY AND DINING ROOM,6. PROVIDE SEPARATE 20 AMP CIRCUITS TO WASHER. 120/240 VOLT, 1 PHASE RAINTIGHT, UNDERGROUND.5. ELECTRICAL SERVICE IS TO BE 100 AMP SERVICE, 4. PROVIDE MAIN JUMPING BOND WITH #4 BARE COPPER.3. BOND INTERIOR PIPING SYSTEM WITH #8 BARE COPPER.
2. PROVIDE 20 FT. OF NO. 4 COPPER WIRE AS GROUND 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF LINES.
SMOOTHLY CLOSED AND OPENED BY THE HOME OWNER.5. ALL DUCT REGISTERS TO BE OPERABLE AND ABLE TO BE
4. FURNACE SYSTEM AND INSTALLATION OF FURNACE TO 3. DUCTWORK SHALL COMPLY WITH CH. 10 OF CURRENT U.B.C.
3006.1, CURRENT U.B.C.
JOIST TO BEARING WALL CONNECTION.
AND FLOOR DEAD LOAD OF 15 P.S.F.
HEADER SIZE TABLE UNLESS OTHERWISE NOTED.
THICKNESS AND FULL DEPTH OF JOISTS.
8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS
3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR
7. FLOOR DECKING TO BE 3/4" THICK T & G WAFER BOARD.
WALLS, AND MIDSPANS SUCH BLOCKING SHALL BE 2" MIN.
5. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE
6. BASIS OF DESIGN: FLOOR LIVE LOAD OF 40 P.S.F.,
4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING
2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND
1 1/8" MIN., 3-2x12 STRINGERS REQUIRED, 2x12
1. STAIRS TO BE CONSTRUCTED WITH THE FOLLOWING
RUN, MINIMUM HEAD CLEARANCE 6'-8".
4. HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING.3. GUARDRAILS TO BE 42" HIGH MIN. FROM FLOOR.
WAFFER BOARD WITH FOUR NAILS EACH.
SHEETROCK (SEC. 1712(B)3, CURRENT U.B.C.). INSUL. BD. FROM ATTIC WITH 1 LAYER OF 1/2"
BUILDING ENVELOPE, I.E., HOLES DRILLED IN TOP
9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL
MENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT
COLOR TO BE OWNER'S CHOICE. DESIGN TO BE PER U.B.C.
(C) CURRENT U.B.C.. ATTICS SHALL BE PROVIDED WITH AN
2. R-38 INSULATION IN CEILING AND R-19 INSULATION IN
APPROVED BLACK INSUL. BD. OR SEPARATE POLYSTRENE ATTIC. REPLACE POLYSTRENE INSUL. BD. AT ATTIC WITH
ACCESS OPENING 22"x30" WITH MIN. HEAD ROOM ABOVE
VENTS SHALL PROVIDE AIR INTAKE TO MEET SEC. 3205 HAVE CLEAR CROSS-VENTILATION AREAS TO THE OUTSIDE.4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL
PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE
3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN
5. POLYSTRENE INSUL. BD. SHALL NOT BE EXPOSED TO
7. PREFERRED STAIR REQUIREMENTS: RISE 7" TO 7 1/2",
5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNA-
BLOCKING, 3/4" WAFER BOARD RISERS AND 2x6 LEDGER.
EXPANSION TYPE ANCHOR BOLTS, 2x12 TREADS NOSING MATERIALS: 2x6 KICK PLATE ANCHOR TO CONCRETE WITH
RUN 11" TO 12", MINIMUM HEAD CLEARANCE 7'-0".
6. MINIMUM STAIR REQUIREMENTS: MAX. 8" RISE, MIN. 9"
1. ASPHALT SHINGLES OVER TYPE 30 FELT OVER 7/16" MIN.
ACCESS OPENING OF 30".
PANEL.
PASS THOROUGH.
EXTERIOR WALLS.
THERMAL AND MOISTURE PROTECTION:
INTERIOR WALLS.
STAIRS:
1994.
OTHERWISE NOTED.
CLIMATE CONTROL:
ELECTRICAL SYSTEMS:
ELECTRODE INFOUNDATION FOOTING.
& SEC. 511(A) CURRENT U.B.C.)
COMPY WITH CHAPTER 7 OF CURRENT U.B.C.
WHERE SHOWN ON THE PLANS.
PLUMBING:
FINISHED FLOOR OF SHOWER OR TUB.
PROVIDED TO OUTSIDE HOSE BIBS.
WATER PIPING.
AND DRAIN.
SECTION 2403 CURRENT U.B.C.
SPECIFIED.
OF DISHWASHER.
GAS AND SEWER LINES.
APPROVAL.
6. SHEAR WALL TO BE 3/8" CDX PLYWOOD APPLIED 4" STUDS AT 16" O.C. WITH DOUBLE TOP PLATE.
16" O.C. UNLESS OTHERWISE NOTED.
GRADE Fb 1450 OR BETTER UNLESS OTHERWISE NOTED.8. FRAMING LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION
SPECS. AND BEAR APPROVAL STAMP ON ALL PIECES IN
BE 2"X 4" STUDS AT 24" O.C. AND AT BEARING WALLS 2"x O.C.. INTERIOR WALL FRAMING AT NON-BEARING WALLS TO
12. USE REDWOOD OR PRESSURE TREATED SOLE PLATES AT ALL
11. STRUCTURAL GLUED LAMINATED TIMBERS TO BE STAMPED BY 10. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.
1. ALL FLOOR JOIST TO BE DOUGLAS FIR #2 OR T.J.I. @
9. NAILING TO BE PER CURRENT U.B.C. UNLESS OTHERWISE
7. ALL STRESS GRADE LUMBER SHALL COMPLY WITH WCLA
5. EXTERIOR WALL FRAMING TO BE 2"x 6" STUDS AT 16"
EXTERIOR WALLS.
FLOOR FRAMING:
AN APPROVED AGENCY.
NOTED.
HORIZONTALLY.
PLACE.
CURRENT U.B.C.)
CEILING AND UNDER STAIRS.
24" ON CENTER.
FINISHES:
MASONRY:
DIRECTED BY OWNER / BUILDER.
WALLS OF GARAGE ADJACENT TO LIVING AREA.
IN THE FIELD OF EACH SHEET.
FOR ALL MASONRY WORK.
GENERAL NOTES:
SOIL:
CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG.
4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH.
3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM.
MIN. FTG. DEPTH PER DETAILS. 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM
WITH LOCAL CITY BUILDING CODES.
SUB-CONTRACTORS PRIOR TO CONSTRUCTION.
DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.
STRUCTURAL STEEL:
CONC. TO BE 7".
#2 OR BETTER.
WELDING:
LUMBER: 1. E70xx LOW HYDROGEN RODS
4. SEE DETAILS FOR SIZE.
STRUCTURAL
2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR
1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY.
(I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS
LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER
1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI)
2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP = 3", NO FLY ASH
2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS.
4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE
ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,
2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE
ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES,
TRUSSES:
GOVERNING MUNICIPALITY). 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY
3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL.
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NAILING SCHEDULE:
PLYWOOD:
EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.
5. HEADER TO STUD 3- 16d 4. TOP PLATE TO STUD END NAIL W/ 2-16d 3. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. 2. DOUBLED STUDS FACE NAIL 16d @ 24" O.C. 1. STUD TO SOLE PLATE END NAIL2-16d
STRAND BOARD NER-124.
FRAMING:
REINFORCING STEEL: 1. ASTM A615 - 60. FY = 60 KSI.
CONCEALED SPACE EXCEEDS TEN FEET.
AND FACE GRAIN PERPENDICULAR TO SUPPORT.
3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL.
AS NOTED ON PLANS.
& 12" O.C. INTERMEDIATE.
WIRE TIES.
7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED
LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60.
AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS,
MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING
2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR
1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS
2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR
SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE.
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1/2" ANCHOR BOLT 6' O.C.
VAPOR BARRIER4" GRAVEL BASE
4" CONCRETE SLABW/ WIRE MESH
12" X 18" CONT. CONCRETE FOOTINGREBAR (2) CONTINUOUS @ PERIMETER
GRADE6" MIN.
MONOLITHIC SLAB ON GRADE
FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34"
6"
36"
GRADE
8" X 20" CONT. CONCRETE FOOTINGRE-BAR (2)
8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED)DAMP PROOFING (TO GRADE)
1/2" ANCHOR BOLTS 6' O.C.
VAPOR BARRIER4" GRAVEL BASE
4" CONCRETE FLOORW/ WIRE MESH
SimpsonStrong-Tie
HPAHD22
2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH
HPAHD_1.PL1HPAHD_2.PL1
30" MINIMUMREBAR LENGTH
CORNERDISTANCEFROM EDGEOF STRAP TOCORNER
SINGLE POUR CORNERINSTALLATION
12" MINIMUMREBAR LENGTH
ONE #4REBAR INSHEAR CONE
HPAHDSimpsonStrong-Tie
Foundation details may varydepending on your local buildingconditions and codes. Consult acontractor or local buildingdepartment to ensure propertechniques for your areasbuilding codes.
Foundation DetailsDetails and SpecificationsCopyright 2001 SDSCAD
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