HomeMy WebLinkAbout047-680-017r.....rsi.._.x-.,.r�-a,�v�rtJl�.Y4M^I�•.�...'eM �v"�+.,ti^t...�..•,`_`'�„�'�f.,.-,�rtit :'ff�itl�+-�,�i.+il'
/'":��"
•U"Y.
.;r"
�t
\
o
F
BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
a' • � ,_� I ) A c' J
School District . (�'11G0 V /I 1 r1�0' Building Department No.
A.P. Number 662— .260-'012 Jurisdiction: City County
Property Owner Pt " to
Property Location/Address We e S �tlD
Subdivision AkAJ M 0 t�A f f.. Lot No. I�
..................................................................................................................
Residential Development t E -X1 Sq. Footage 9R;S %
No of Living Mobile Home Addition/ 'Supplemental to (Group R)
'Units Installation Conversion Permit #
*(No foundation inspection);
..................................................
.......................................................
i _
Commercial► dry trial Sq. Footage .
New Additio (Including Exterior
Roofed Areas)
' F
Building Department Representative ` i Date
a �
Irioor dans reviewed by 5cn001 uistnct
District Identification No. Q I no `,
kind School District certifies that
(Applicant)
n VV01 s 3--0
(Street Address) (Phone Number)
Van CA,-
ICity1 (State) (Zip Code)
has complied with the requirements of Resolution No.
representing square feet.
School District Representative
Paid by Check # Remarks:
—797-00 by payment of $ 5f l ?s
AB 2926 $
FULL MITIGATION $
8 �
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm
i�11�77'S ..i: � ... �17FiIMif �.jY�{{j�,a'!%:.�"Tfj'{�'�Q9�F�Yhb`K1�'I�^..^M1+1•�pp�r �.CMYVV�.w^CYy'Mf'I�r.�x�OfM4MM��'�"rf•Ttl:
BUTTS COUNTY PARRS DSVSLOPNSN'P. FB$ CIItTIFICATION FOR![
CHICO AREA RECREATION AND PARR DISTRICT
Assessor Parcel Number (s)
Property Owner PACI 1+0 m G
<,-
-Project Location/Address IM1n kJi ne s A:-
SubdivisionA ( l U YY1 !N Lot Number (s)
Residential Development: (check one)•
f,
New Development _Alteration/Addition _Mobilehome(s)� _Non -Residential
to Residential
Total Number of Dwelling Units
Comment:.
Building Department Representative Date
yryryt*yr9tTtyt7r�r���YrYrvr,ir9r,kyrx��*YrwYrYr�r�r,�r��k,rYrYrxYr,�rYtxYtYr�Yr�k9r�r����YrYrYrYr�rYrYc�rYr�ryr�rrt�k�Arrtyr�rytyr9r�r
Chico Area Recreation and Park District(CARD) certifies that-
.
(Applicant Name) (Phone Number)
(Street Address)
(City) (State) (Zip Code)
has complied with the requirements.of Butte Co. Resolution No. 90-140 by
payment for _ dwelling units @ $1,189 for total payment of $ _0a
CARD Representative
PAID BY CHECK NO. ) � REMARKS:
BANK NO.
PAID BY CASH
DWIXe
N
RECEIPT NO.
08AW00 #0278 10.5 Ah +3YMTRL $1139.00
Distribution: White --Applicant Yellow --Butte Co. Building Dept.
Pink --CARD Goldenrod --City of Chico Building Dept.
park.fee (form revised 11/90)
• 301
M
t
I
230'
30' Road easement
(E) Fence line
a
4JA
39 0
0
CL
RM
DATA SUMMARY
Owner: Robort -:�A ingerr
13861 Winesap Court
Chico, CA
530-892-9063
Project Location: 13861 Winesap Court
Chico, CA
APN: 047-680-017
Size: 1.0 acre
u ! I eN r1w. PlIft
rKuru3t
[9J -111715FIM-�-
OCT 18 2005
Chico, CA
1X4
CORNER TRIM -�
HORIZONTAL
LAP SIDING -�
FONT "L;= ._... T lQN
1/4 : 1 -0"
REAR ELEVATION
1/4" is 1'-011
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH THE 2001 EDITION OF
THE CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS
THE 2001 UBC, 2001 CMC, CPC, UMC, UPC AND THE
2001 GEC.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS -DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOF 20 P$1= (LIVE LOAD)
(LIVE) FLOOR 40 PSP
STAIRS 100 PSF
GARAGE FLOOR 50 PSP (2000" PT.)
DECKS 60 PSF
l IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE REVISIONS.)
5. INSULATION= PATH 1
ROOF (VAULTED) R-30
ROOF (FLAT) R-38
WALLS (EXTERIOR) R-21
FLOOR (OVER UNHEATED SPACE) R-25
BASEMENT WALLS (W/I 12" OF GRADE) R-21
SLAB ON GRADE R-15
FURNACE DUCTS (UNHEATED SPACE) R-8
BASEMENT WALLS (HEATED) R-15
6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE
INCREASED IF DESIRED. VERIFY WITH CONTRACTOR
1. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA BEING VENTILATED.
8. ALL EXPOSED INSULATION IS TO HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 450.
S. PROVIDE INSULATION BAFFLES AT EAVE VENTS
BETWEEN RAFTERS.
10. PLANS TO COMPLY WITH THE LOCAL SECURITY
ORDINANCE.
11. THIS BUILDING CONSTRUCTION TYPE IS "VN" AND
OCCUPANCY GROUP IS "Ul" ACCORDING TO THE 2001 GBG.
12, ALL SHEAR SHALL TRANSFER TO ROOF SHEATHING.
13. ALL ELECTRICAL TO BE INSTALLED PER 2001 CEC.
14. PROVIDE 100 AMP SERVICE AND SUB PANEL.
15. PROVIDE A 1/2" X 20' LONG REBAR FOR LIFER GROUND
BONDED TO COLD WATER PIPE.
16, PROVIDE GFI PROTECTION TO ALL 120 VOLT, 15 AND 20
AMP. RECEPTACLES.
RIGHT ELEVATION
1/4" c 110011
FOUNDATION NOTIES
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL
DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED TO MAINTAIN T14E REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 1000 P8F.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO t5%.
3. THOUROUGHLY WET CLAY SOIL FOR 24 HOURS UNTIL
ALL CRAGM IN TWE CLAY ARE CLOND.
4. CONCRETE STRENGTH * 28 DAYS. USE TYPE II OR V
CEMENT: -BASEMENT WALLS 4 FOUNDATIONS
NOT EXPOSED TO WEATHER = 2,500 PSI
-BASEMENT 4 INTERIOR
SLABS ON GRADE = 2,500 PSI
-BASEMENT WALLS 4 FOUNDATIONS
EXPOSED To THE WEATHER : 3000 PSI
-PORCHES, STEPS 4 CARPORT
SLABS EXPOSED TO WEATHER : 3,500 PSI
(AS PER G.B.C. APPENDIX CHPT. 19, TABLE A -18-A)
5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 RT.
(MAXIMUM) INTERVALS EA. WAY.
6. CONCRETE SIDEWALKS TO HAVE 3/4 IN. TOOLED JOINTS
AT 5 FT. (MINIMUM) O.C.
I. REINFORCING STEEL TO BE A-615 GRADE 40 - DEFORMED.
WELDED WIRE MESH TO 15E A-183.
ANCHOR BOLTS TO BE A-301,
S. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROTECTED WITH 550 ROLL ROOFING.
B. WATERPROOF BASEMENT WALLS BEFORE BACKFILLING
PROVIDING A 4 IN. DIA. PERORATED DRAIN TILE BELOW
THE TOP OF THE FOOTING (SEE BUILDING SECTIONS).
10. HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
.EFT ELEVATION
1/4" = 1'-011
FRAMING NOTES MISCELLANEOUS NOTES
1. ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS
TO HAVE 4 X 12 HEADERS UNLESS OTHERWISE INDICATED.
2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS
ARE TO BE WUNG WITH "SIMPSON" U-210 OR EQUIV.
3. PROVIDE DOUBLE JOTS. UNDER ALL WALLS ABOVE RUNNING
PARALLEL TO JOISTS.
4- PROVIDE FIREBLOCKING, ORAFTSTOPS 4 FIRESTOPS AS
PER THE 2001 G.B.G. SEC. '108.2 4.3.
5. LUMBER SPECIES=
A. POSTS, BEAMS, HEADERS NO. 2 DOUGLAS FIR
JOISTS AND RAFTERS
B. SILLS, PLATES, BLOCKING NO. 3 DOUGLAS FIR
BRIDGING ETC.
C. STUDS STUD GRADE DF.
D. POST 4 BEAM DECKING UTILITY GRADE D.F.
E. PLYWOOD SHEATHING 1/2" COX PLY, 32/16
F. GLU-LAM BEAMS Pb -2400, DRY ADN.
6. NAILING SCHEDULES
JOIST TO SILL OR GIRDER 3-8d TOE NAIL
BRIDGING TO JOIST 2-8d TOE NAIL
2" SUBFLOOR TO TO GIRDER 2-16d BLIND 4 FACE
SOLE PL. TO JOIST 16d 4 16" FACE NAIL
TOP PL. TO STUDS 2-16d END NAIL
STUD TO SOLE PL. 4-8d TOE NAIL OR
2-16d END NAIL
DOUBLE STUDS 16d +s 16" PACE NAIL
DOUBLE TOP PL. 16d a 16" FACE NAIL
CONTINUOUS HEADER (2 PC.) 16d +s 16" EDGE NAIL
CLG- JST. TO PL. 3-8d TOE NAIL
CLG- JST. LAP OVER PL. 3-16d FACE NAIL
CLG. JST. TO RAFTER 3-16d FACE NAIL
RAFTER TO TOP PL. 3-8d TOE NAIL
BUILT-UP CORNER STUDS 16d * 24" FACE NAIL
PLYWOOD SUBFLOOR 8d w 6" EDGE NAIL
Sd 12" INTERIOR
PLY WALL 4 ROOF SHEATHING 8d 6" EDGE NAIL
8d 12" INTERIOR
TOP PL. AT INTERSECTIONS 2-16d FACE NAIL
MULTIPLE JOISTS (UP TO 3) 16d w 15" STAGGER NAIL
MULTIPLE JOISTS (OVER 3) 1/2" DIA. BOLTS W/WASHERS
EA. SIDE * 24" O.C.
1 X 6 SPACED SHEATHING 2-8d FACE NAIL
I. MANUFACTURED TRUSS JOISTS MAY BE SU158TITUTED FOR
2 X JOISTS WHERE APPLICABLE.
8. DOUBLE TOP PLATES W/ MIN. 48" LAP SPLICES. NAIL WITH
(8) 16d * EACH SPLICE.
9. WHERE TOP OR SOLE PLATES ARE CUT FOR PIPES OR WIRING
A METAL TIE (MIN. 0.058 THICK AND 1-1/2" WIDE SHALL
BE FASTENED ACROSS THE OPENING WITH (6) 16d NAILS
MINIMUM EACH SIDE.
1. ALL WINDOWS WITHIN 18 IN. OF THE FLOOR, AND WITHIN
24 IN. OF; ANY DOOR ARE TO HAVE TEMPERED GLAZING.
2. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED LOW E
AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH
WEATWERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS
ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL
DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.
PROVIDE PEEP -HOLE 54 - 66 IN. ABOVE FIN. FLOOR
ON EXTERIOR ENTRY DOORS.
3. ELECTRICAL RECEPTACLES IN BATHROOMS, KITC__HllN§
AND GARA(jjj SHALL BE Gr -.i. OR GF.I.G. P%R CALIFORNIA
ELECTRICAL CODE REQUIREMENTS,
4. ALL HOSE BIBS MUST HAVE AN APPROVED ANTI -SIPHON
DEVICE.
5. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED
TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING
A MINIMUM OP 5 AIR EXCHANGES PER HOUR. RANGE
HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE.
6. PROVIDE LIFER OR OTHER APPROVED GOUND PER
2001 CEC ARTICLE 250-50.
6lI SEW= Mme. NOMs
USE A MIN. 100 AMP E.S.P. WITH A
1/2" X 20' LONG REBAR FOR UPER
GROUND BONDED TO COLD WATER PIPE.
'ENT CALCULATION=
8" DIA. SCRND. VENT = 0349 SP
2" X 12" SCRND. SAVE VENT ■ 0.161 OF
(12) SAVE VENTS X 0.161 ■ 2 SF
(5) 8 DIA. ROOF VENTS X 0.349 0 1.145 SP
24'X 36' 1300 ■ 2.88 OF
2 SP + 1.145 OF ® 3.145 SF IS GREATER THAN 2.88 SP
or.
o�
r
ol
j5f:; 5RAC .. PANEL DEFINITION
A BRACED WALL PANEL CONSTRUCTED AS PER 'CBC 2001' NOT
LESS THAN 48 INCHES WIDE OR MORE THAN 10 FEET HIGH.
BRACE PANEL SHEATHING MIN. T-1-11, 3/gFLYW_OQR
ONE SIDE NAIL W/ 8d 0 6" O.C. ON THE EDGES AND
8d 0 12" O.G. IN THE FIELD.
(1/2" GYP. MAY BE USED ON PANELS V-011 AND LONGER).
PROVIDE PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD.
PROVIDE FRAMING MEMBERS OR BLOGCING AT EDGES OF ALL PLYWOOD SWEETS.
PROVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL. SEE TYPICAL WALL DETAIL.
24'
BP 4' 40 0 SL BP 4'
F-ir
C:FCIAND
I I +IS" MIN TO
FINISHED
I FLOOR, ALL I I
I �
MANUFACTURED TRIJ65EO +r 24" O.C. I
OVER F
GONC. 8LAE3 (W/ OPTIONR- 4a A" WUk 6
WiA X WIA) OVER 2" BAND OVER 10 MIL.
X 2 ' VISAUEEN (MIN. OVERLAP 2, SEALED W/
C WL AG $$ WATER RESISTANT SILICONE.) OVER 2" 1 U7
I SAND OVER 4" CRUSHED ROCK OVER I
COMPACTED GRADE
2,_ -
I
23'.4" X W-411 � Y�'•
SIM(5)REQUIRER
ROOF VENT,-
\
8" m SCRND�
I
I II
I( -1/12_ 1/12%,_
I II
\ I
I I �
Inc
_ I z
\\ I X;� O-
I� I _ I$ u
GDO
10-0" X S'-0" /
OVERHEAD l
I GARAGE POOR I I -
I
Vj
�.1 -
BLOCK OUt FOR POOR
4 4 3- - ! 0 IB Imo_ B (��✓
�.!
24'
FOUNDATION, FL00 AN 00 AN' -
1/4 V-0 X
-10N
,fj
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS 15EFORE START
OF CONSTRUCTION. THE BUYER AGREES THAT CAD SHEET
NORTHWEST HAS NO LIABILITY FOR COSTS OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS,
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRESIDENCE OVER SCALED DIMENSIONS. (.J.
COPYRIGHT 2002 BY CAD NORTHWEST CORP., ALL RIGHTS RESERVED
N
tp
tk
d
COMPOSITION ROOF
12 12
2 X 6 BARGE RAFTERSto
�-
tri
CL
Q
1X4
CORNER TRIM -�
HORIZONTAL
LAP SIDING -�
FONT "L;= ._... T lQN
1/4 : 1 -0"
REAR ELEVATION
1/4" is 1'-011
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH THE 2001 EDITION OF
THE CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS
THE 2001 UBC, 2001 CMC, CPC, UMC, UPC AND THE
2001 GEC.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS -DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOF 20 P$1= (LIVE LOAD)
(LIVE) FLOOR 40 PSP
STAIRS 100 PSF
GARAGE FLOOR 50 PSP (2000" PT.)
DECKS 60 PSF
l IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE REVISIONS.)
5. INSULATION= PATH 1
ROOF (VAULTED) R-30
ROOF (FLAT) R-38
WALLS (EXTERIOR) R-21
FLOOR (OVER UNHEATED SPACE) R-25
BASEMENT WALLS (W/I 12" OF GRADE) R-21
SLAB ON GRADE R-15
FURNACE DUCTS (UNHEATED SPACE) R-8
BASEMENT WALLS (HEATED) R-15
6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE
INCREASED IF DESIRED. VERIFY WITH CONTRACTOR
1. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA BEING VENTILATED.
8. ALL EXPOSED INSULATION IS TO HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 450.
S. PROVIDE INSULATION BAFFLES AT EAVE VENTS
BETWEEN RAFTERS.
10. PLANS TO COMPLY WITH THE LOCAL SECURITY
ORDINANCE.
11. THIS BUILDING CONSTRUCTION TYPE IS "VN" AND
OCCUPANCY GROUP IS "Ul" ACCORDING TO THE 2001 GBG.
12, ALL SHEAR SHALL TRANSFER TO ROOF SHEATHING.
13. ALL ELECTRICAL TO BE INSTALLED PER 2001 CEC.
14. PROVIDE 100 AMP SERVICE AND SUB PANEL.
15. PROVIDE A 1/2" X 20' LONG REBAR FOR LIFER GROUND
BONDED TO COLD WATER PIPE.
16, PROVIDE GFI PROTECTION TO ALL 120 VOLT, 15 AND 20
AMP. RECEPTACLES.
RIGHT ELEVATION
1/4" c 110011
FOUNDATION NOTIES
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL
DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED TO MAINTAIN T14E REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 1000 P8F.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO t5%.
3. THOUROUGHLY WET CLAY SOIL FOR 24 HOURS UNTIL
ALL CRAGM IN TWE CLAY ARE CLOND.
4. CONCRETE STRENGTH * 28 DAYS. USE TYPE II OR V
CEMENT: -BASEMENT WALLS 4 FOUNDATIONS
NOT EXPOSED TO WEATHER = 2,500 PSI
-BASEMENT 4 INTERIOR
SLABS ON GRADE = 2,500 PSI
-BASEMENT WALLS 4 FOUNDATIONS
EXPOSED To THE WEATHER : 3000 PSI
-PORCHES, STEPS 4 CARPORT
SLABS EXPOSED TO WEATHER : 3,500 PSI
(AS PER G.B.C. APPENDIX CHPT. 19, TABLE A -18-A)
5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 RT.
(MAXIMUM) INTERVALS EA. WAY.
6. CONCRETE SIDEWALKS TO HAVE 3/4 IN. TOOLED JOINTS
AT 5 FT. (MINIMUM) O.C.
I. REINFORCING STEEL TO BE A-615 GRADE 40 - DEFORMED.
WELDED WIRE MESH TO 15E A-183.
ANCHOR BOLTS TO BE A-301,
S. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROTECTED WITH 550 ROLL ROOFING.
B. WATERPROOF BASEMENT WALLS BEFORE BACKFILLING
PROVIDING A 4 IN. DIA. PERORATED DRAIN TILE BELOW
THE TOP OF THE FOOTING (SEE BUILDING SECTIONS).
10. HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
.EFT ELEVATION
1/4" = 1'-011
FRAMING NOTES MISCELLANEOUS NOTES
1. ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS
TO HAVE 4 X 12 HEADERS UNLESS OTHERWISE INDICATED.
2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS
ARE TO BE WUNG WITH "SIMPSON" U-210 OR EQUIV.
3. PROVIDE DOUBLE JOTS. UNDER ALL WALLS ABOVE RUNNING
PARALLEL TO JOISTS.
4- PROVIDE FIREBLOCKING, ORAFTSTOPS 4 FIRESTOPS AS
PER THE 2001 G.B.G. SEC. '108.2 4.3.
5. LUMBER SPECIES=
A. POSTS, BEAMS, HEADERS NO. 2 DOUGLAS FIR
JOISTS AND RAFTERS
B. SILLS, PLATES, BLOCKING NO. 3 DOUGLAS FIR
BRIDGING ETC.
C. STUDS STUD GRADE DF.
D. POST 4 BEAM DECKING UTILITY GRADE D.F.
E. PLYWOOD SHEATHING 1/2" COX PLY, 32/16
F. GLU-LAM BEAMS Pb -2400, DRY ADN.
6. NAILING SCHEDULES
JOIST TO SILL OR GIRDER 3-8d TOE NAIL
BRIDGING TO JOIST 2-8d TOE NAIL
2" SUBFLOOR TO TO GIRDER 2-16d BLIND 4 FACE
SOLE PL. TO JOIST 16d 4 16" FACE NAIL
TOP PL. TO STUDS 2-16d END NAIL
STUD TO SOLE PL. 4-8d TOE NAIL OR
2-16d END NAIL
DOUBLE STUDS 16d +s 16" PACE NAIL
DOUBLE TOP PL. 16d a 16" FACE NAIL
CONTINUOUS HEADER (2 PC.) 16d +s 16" EDGE NAIL
CLG- JST. TO PL. 3-8d TOE NAIL
CLG- JST. LAP OVER PL. 3-16d FACE NAIL
CLG. JST. TO RAFTER 3-16d FACE NAIL
RAFTER TO TOP PL. 3-8d TOE NAIL
BUILT-UP CORNER STUDS 16d * 24" FACE NAIL
PLYWOOD SUBFLOOR 8d w 6" EDGE NAIL
Sd 12" INTERIOR
PLY WALL 4 ROOF SHEATHING 8d 6" EDGE NAIL
8d 12" INTERIOR
TOP PL. AT INTERSECTIONS 2-16d FACE NAIL
MULTIPLE JOISTS (UP TO 3) 16d w 15" STAGGER NAIL
MULTIPLE JOISTS (OVER 3) 1/2" DIA. BOLTS W/WASHERS
EA. SIDE * 24" O.C.
1 X 6 SPACED SHEATHING 2-8d FACE NAIL
I. MANUFACTURED TRUSS JOISTS MAY BE SU158TITUTED FOR
2 X JOISTS WHERE APPLICABLE.
8. DOUBLE TOP PLATES W/ MIN. 48" LAP SPLICES. NAIL WITH
(8) 16d * EACH SPLICE.
9. WHERE TOP OR SOLE PLATES ARE CUT FOR PIPES OR WIRING
A METAL TIE (MIN. 0.058 THICK AND 1-1/2" WIDE SHALL
BE FASTENED ACROSS THE OPENING WITH (6) 16d NAILS
MINIMUM EACH SIDE.
1. ALL WINDOWS WITHIN 18 IN. OF THE FLOOR, AND WITHIN
24 IN. OF; ANY DOOR ARE TO HAVE TEMPERED GLAZING.
2. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED LOW E
AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH
WEATWERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS
ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL
DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.
PROVIDE PEEP -HOLE 54 - 66 IN. ABOVE FIN. FLOOR
ON EXTERIOR ENTRY DOORS.
3. ELECTRICAL RECEPTACLES IN BATHROOMS, KITC__HllN§
AND GARA(jjj SHALL BE Gr -.i. OR GF.I.G. P%R CALIFORNIA
ELECTRICAL CODE REQUIREMENTS,
4. ALL HOSE BIBS MUST HAVE AN APPROVED ANTI -SIPHON
DEVICE.
5. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED
TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING
A MINIMUM OP 5 AIR EXCHANGES PER HOUR. RANGE
HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE.
6. PROVIDE LIFER OR OTHER APPROVED GOUND PER
2001 CEC ARTICLE 250-50.
6lI SEW= Mme. NOMs
USE A MIN. 100 AMP E.S.P. WITH A
1/2" X 20' LONG REBAR FOR UPER
GROUND BONDED TO COLD WATER PIPE.
'ENT CALCULATION=
8" DIA. SCRND. VENT = 0349 SP
2" X 12" SCRND. SAVE VENT ■ 0.161 OF
(12) SAVE VENTS X 0.161 ■ 2 SF
(5) 8 DIA. ROOF VENTS X 0.349 0 1.145 SP
24'X 36' 1300 ■ 2.88 OF
2 SP + 1.145 OF ® 3.145 SF IS GREATER THAN 2.88 SP
or.
o�
r
ol
j5f:; 5RAC .. PANEL DEFINITION
A BRACED WALL PANEL CONSTRUCTED AS PER 'CBC 2001' NOT
LESS THAN 48 INCHES WIDE OR MORE THAN 10 FEET HIGH.
BRACE PANEL SHEATHING MIN. T-1-11, 3/gFLYW_OQR
ONE SIDE NAIL W/ 8d 0 6" O.C. ON THE EDGES AND
8d 0 12" O.G. IN THE FIELD.
(1/2" GYP. MAY BE USED ON PANELS V-011 AND LONGER).
PROVIDE PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD.
PROVIDE FRAMING MEMBERS OR BLOGCING AT EDGES OF ALL PLYWOOD SWEETS.
PROVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL. SEE TYPICAL WALL DETAIL.
24'
BP 4' 40 0 SL BP 4'
F-ir
C:FCIAND
I I +IS" MIN TO
FINISHED
I FLOOR, ALL I I
I �
MANUFACTURED TRIJ65EO +r 24" O.C. I
OVER F
GONC. 8LAE3 (W/ OPTIONR- 4a A" WUk 6
WiA X WIA) OVER 2" BAND OVER 10 MIL.
X 2 ' VISAUEEN (MIN. OVERLAP 2, SEALED W/
C WL AG $$ WATER RESISTANT SILICONE.) OVER 2" 1 U7
I SAND OVER 4" CRUSHED ROCK OVER I
COMPACTED GRADE
2,_ -
I
23'.4" X W-411 � Y�'•
SIM(5)REQUIRER
ROOF VENT,-
\
8" m SCRND�
I
I II
I( -1/12_ 1/12%,_
I II
\ I
I I �
Inc
_ I z
\\ I X;� O-
I� I _ I$ u
GDO
10-0" X S'-0" /
OVERHEAD l
I GARAGE POOR I I -
I
Vj
�.1 -
BLOCK OUt FOR POOR
4 4 3- - ! 0 IB Imo_ B (��✓
�.!
24'
FOUNDATION, FL00 AN 00 AN' -
1/4 V-0 X
-10N
,fj
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS 15EFORE START
OF CONSTRUCTION. THE BUYER AGREES THAT CAD SHEET
NORTHWEST HAS NO LIABILITY FOR COSTS OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS,
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRESIDENCE OVER SCALED DIMENSIONS. (.J.
COPYRIGHT 2002 BY CAD NORTHWEST CORP., ALL RIGHTS RESERVED
or
4-1/2
1-3/4" MIN.
MIN, 2'
EDGE BLOCKING
r- HEADEIR
MIN. 3/6" PLYWOOD OR
2 MW PTCL. BD, ONE SIDE
8d 4 6" O.C. EDGES
8d 4 12" O.C. FIELD
(2;) DBL. 2X4 STUDS MIN.
SIMI=SON OR EQUIV.
H021A W/R6
SSTBI
LT=015 W/ 8ST516
,,,,--TREATED SILL
r'" •--(2) 5/8" X 10" A.B. * 1/4 PTS.
AND WITHIN 12" OF CORNERS
a
r'4 c
. o .. (1) 04X10'-0" HORIZ. 3" TO 5" FROM
Wm-- TOP OF STEM WALL.
(2) 04X1®'-0" HORIZ. IN FOOTING
3" MIN. FROM BOTTOM OF FOOTING.
\—((o) 04 VERTICAL 0 24" O.G.
15'-0" J, EA. WAY
HORIZONTAL REINF.
I. WOOD STRUCTURAL PANELL SHEATHING
(NOT SIDING) REQUIRED.
2. DOUBLE POUR REQUIRES 04
VERTICALS 8 24" O.C. ENGAGING
FOOTING FOR 10' (CENTERED ON
PANEL.)
3. CONTIUOUS FOOTING REQUIRED
FOR ENTIRE LENGTH OF BRACED
WALL LINE.
ALTEA
ERS
` / OF TRUE S \
0 24 O.C_MA
CEILING JOIST OR
TRUSS BOTTOM CHORD
,ANEL DETAIL
WHEN BRACE PANELS OCCUR WITHIN JOIST OR
M
TRUSS BAY: 2X6 BLOCKING a 48811 O.C. MIN. 2) PER
CEILING/FLOOR JOIST OR
PANEL, NAILED W/ (4) - 16d TO TOP PLATE AND
TRUSS BOTTOM CHORD
(3) - 16d EACH END. SEE DETAIL
�
clb
2X6 FLAT BLOCKING 0 48" O.C.
OR
W/ (4) 16d NAILS TO TOP PLATE
WHEN BRACED PANELS AL.IGN
MINIMUM (2) PER PANEL
WITH CEILING JOISTS OR TIS' USSES
ABOVE, PROVIDE 'SIMPSaN' A23
2X VERTICAL BLOCKING
8 48" D.C., MINIMUM (2) PER PANEL.
* BRACE PANEL
BRACED PANEL
to
BLOCKING TYPICAL
AT ALL PANEL
4
EDGES.
�--- BRACED PANEL PARALLEL.
TO ROOF FRAMING
(3) - Ibd (TYPJ
000%
INTERIOR BRAGS PANEL FRAMING
NOT t0 6G?1LE
24'
12, 2'
H 2X4 BLOCKING
AT RIDGE LINE
A
12 12
MANUFACTURED
i SCISSOR TRUSSES
(SPECIFICATION BY OTHERS)
(OPTIONAL) R-30 INS L.
(OPTIONAL) 1/21 GYP.
O O
'cl 4" CONC. SLAB (W/ OPTIONAL WWF 6 X 6
X WIA X WIA) OVER 2" SAND OVER 10 MIL.
VISC, ISBN (MIN. OVERLAID 2', SEALED W/ X r
WATER RESISTANT SILICONE)OVER 2" cv
�-- SAND OVER 4" CRUSHED ROCK OVER
C•1
SEOCT�I
IO //��A
11411 m 1'-011
L
.H
0
c>,
BRACED PANEL
24" MIN. IS" MAX.
NOTCH TRUSS FOR OUTOKER
BLIND NAIL &d a $" O.C.
ROOF SHEATHING T 2x240 (FLAT) 2X4 BLOCKING
(4) 12d FC2) 12d
/� F_ i— BARGE RAFTER
l2)12d-� END NAIL 8d 0 6" O.C.
2X4 BRACE
o
TRUSS -�1 MIN. II MAX.
GABLE WALL
TI�1,188-(4)12d
2x4 BLOCKING --/
'SIMPSON' A23 0 32" O.C.
END NAIL 8d 0 6" O.G.
-- STUD
G A L E END DETAIL
AT IGi 1- O ►I O.C.
4" CONC. SLAB (W/ OPTIONAL WWF 6 X 6,
WIA X WIA) OVER 2" SAND OVER 10 MIL.
VISQUEEN (MIN. OVERLAP 2', SEALED W/1
WATER RESISTANT SILICONE.) OVER 2"
SAND OYER 4" CRUSHED FROCK OVER
COMPACTED GRADE
(CLASS A OR B MIN.) 30 YEAR
COMPOSITION ROOFING ON
300 FELT ON
1/16" OSB (24/0) SHEATHING
CDX GRADE, NAIL W/ 8d * 6" EDGE
AND 12" FIELD, AND WITHIN 3/8" OF EDGE.
STAGGER SHEETS WITH ENDS ON TOP CHORD
OF MANUFACTURED TRUSSES
W/ OPT. R-38 INSULATION
W/ 1/2" GYP. (OPTIONAL)
INSUL. BAFFLE * EAVE VENTS
2 X SOLID SHAPED B1 -KG. W/ 2 X 12
SCREENED VENTS * V-0" O.C.
U NAILED W/ 8d * 6" O.C.
"SIMPSON" A35 * 32" O.G.
G.I. GUTTER ON 2 X 6 FASCIA
I
NO NAIL 8d * 8" O.C.
SIDING (SEE ELEVATION)
1$0 OLDG, PAPER (OR TYVEK)
1/2" CDX PLYWOOD SHEATHING
2 X 4 STUDS * 16" O.C. W/
1/2" SWEET ROCK (OPTIONAL)
R-13 INSULATION (OPTIONAL)
4" CONC. SLAB (W/ OPTIONAL WWF 6 X 6
WIA X WIA) OVER 2" BAND OVER 10 MIL.
VISQUEEN (MIN. OVERLAP 2', SEALED W/
WATER RESISTANT SILICONE.) OVER 2"
SAND OVER 4" CRUSHED ROCK OVER
COMPACTED GRADE
2 X 4 P.T. MUDSILL WITH
5/8" DIA. X 10" A.B. at h' O.G. (MA>eJ
-MIN. 11" V roaOMuNIT
END NAIL 8d * e 8" O.G. W/ 2"X 2" X 3/16" SQUAFZ p,:ATE WASHERS
N 2" OF ANOF RMR) AND WITHIN
_ SLOPE 1s MIN. �
AM
'a °Otis p a •e ° _
(2) 05 REISAR (CONT.)
3"M FROM EARTH
POSITION BEFORE POUR R
LP 24", TIPLIC
4" DIA. PERFORATED DRAIN
TILE (TYP. WHERE REQ'D)
2 X 4 P.T. MUDSILL WITH
5/8" DIA. X 10" A.B. * V O.C. (MAX.)
-MIN. V EMBEDMENT
W/ 2" X 2" X 3/16" SQUARE PLATE WASWER.S
MINIMUM OF 2 PER SILL AND WITHIN
12" OF ANY CORNER)
END NAIL Od * 8" O.C.
N
04 REBAR VERT. * 46" O.C.
(4) 04 REBAR (CONT.)
3" MIN. FROM EARTH
POSITION BEFORE POUR
LAP 24", TIE SPLICES
4" DIA. PERFORATED DRAIN
TILE MP. WHEN REOV)
ALT"-SN47" "OUND At I ON S�
NOT TO SCAL
iffivilk
ICAL WALL SECTION
N07 t0 SCALE
4
r
M
N
CN
M
�
clb
(O
co
11
N
csV
-�+..
to
r
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS BEFORE START
OF CONSTRUCTION. THE BUYER AGREES THAT CAD
NORTHAV HAS NO LIABILITY FOR COST$ OR CHA1Ra5
RESULTING, FROM DESIGN ERRROR$ OR OMISSIONS.
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRESIDENCE OVER SCALED DIMENSIONS,
COPYR1697 2002 BY CAD NORTPUE67 CORP., ALL 816479 '' MRA)
SHEET
2 0F Z
N
M
�
clb
co
11
N
csV
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS BEFORE START
OF CONSTRUCTION. THE BUYER AGREES THAT CAD
NORTHAV HAS NO LIABILITY FOR COST$ OR CHA1Ra5
RESULTING, FROM DESIGN ERRROR$ OR OMISSIONS.
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRESIDENCE OVER SCALED DIMENSIONS,
COPYR1697 2002 BY CAD NORTPUE67 CORP., ALL 816479 '' MRA)
SHEET
2 0F Z
.t
cm
r ��G
��G)0
\000
0
Z
�a
30'
95'
230'
fi
i 30` Road easement
(E) Fence line
---�-�-- - - - - -
... - - - - - - — - - -
IL k
r ;
a `
1
4
� o
1 °
DATA SUMMARY
.�.55
Owner:
Robert and Charlotte Dinger
13861 Winesap Court
Chico, CA
530-892-9063
Project Location:
13861 Winesap Court
Chico, CA
APN:
047-680-017
Size:
1.0 acre
PROPOSED WOIRKSHOP BUILDING
'tl
0 _ L 1J
.�.55
I
` O
rn
z
®pU'
z
O Z
0 _ L 1J
rn
f
Cn
! 1IJ
3
w.
t�•
sIt .1�
r
0 _ L 1J
iX4
CORNER TRIM -�
HORIZONTAL
LAP SIDING -,
o
COMPOSITION ROOF
V
12 12
0
C
Q
2 X 6 BARGE RAFTERS
,
t h
CL
00
iX4
CORNER TRIM -�
HORIZONTAL
LAP SIDING -,
FRONT ELEVATION
1/411 c V.011
RIGHT ELEVATION
1141' = 1'-x,11
.�... 1/411 �.a 11-011
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH THE 2001 EDITION OF
THE CALIFORNIA E5UILDING CODE (TITLE 24), WHICH ADOPTS
THE 2001 UBC, 2001 CMG, CPC, UMC, UPC AND THE
2001 CEC.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS..DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOD 20 PSF (LIVE LOAD)
(LIVE) FLOOR 40106F
STAIRS 100 PSF
GARAGE FLOOR 50 PSF (20000 PT.)
DECKS 60 1-8F
l IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE! REVISIONS.)
5. INSULATION: PATH I
ROOF (VAULTED) R-30
ROOF (FLAT) R-36
WALLS (EXTERIOR) R-21
FLOOR (OVER UNHEATED SPACE) R-25
BASEMENT WALLS lW/I 12" OF GRADE) R-21
SLA15 ON GRADE R-15
FURNACE DUCTS (UNHEATED SPACE) R-8
MASEMENT WALLS (HEATED) R-15
6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE
INCREASED IF DESIRED. VERIFY WITH CONTRACTOR.
1. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA 15EING VENTILATED.
8. ALL EXPOSED INSULATION IS TO HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 480,
9, PROVIDE INSULATION 15AFFLES AT EAViE' VENTS
BETWEEN RAFTERS.
10. PLANS TO COMPLY WITH THE LOCAL SECURITY
ORDINANCE.
11, THIS 15UILDING CONSTRICTION TYPE iS "VN" AND
OCCUPANCY GROUP 16 "UP ACCORDING TO THE 2001 015C.
12, ALL SHEAR SHALL TRANSFER TO ROOF SHEATHING.
13, ALL ELECTRICAL TO BE INSTALLED PER 2001 CEC,
14, PROVIDE 100 AMP SERVICE AND SUPS PANEL.
I5, PROVIDE A 1/2" X 20' LONG RE18AR FOR LIFER GROUND
BONDED TO COLD WATER PIPE,
16. PROVIDE GPI PROTECTION TO ALL 120 VOLT, 15 AND 20
AMP. RECEPTACLES.
FOUNDATION NOTES
I. FOOTINGS ARE TO BEAR ON UNDI5TUR13ED LEVEL SOIL
DEVOID OF ,/ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED To MAINTAIN THE REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARINdG FIRE85URE ASSUMED TO BE 1000 PSF.
3. ANY FiLL UNIDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 411 GRANULAR MATERIAL COMPACTED TO 95to.
3. THOUROUGHL'.Y WET CLAY SOIL FOR 24 HOURS UNTIL
ALL CRACKS! IN THE CLAY ARE CLOSED.
4. CONCRETE &TRENGTH * 26 DAYS. USE TYPE 11 OR V
CEMENT, • 15ASEMENT WALLS 4 FOUNDATIONS
NOT EXPOSED TO WEATHER : 2,500 1081
• BASEMENT 4 INTERIOR
SLABS ON GRADE : 2,500 PSI
• BASEMENT WALLS 4 FOUNDATIONS
EXPOSED TO THE WEATHER : 31000 PSI
._ PORCHES, STEPS 4 CARPORT
SLA156 EXPOSED TO WEATHER : 3,5001-81
(AS PER ClltC. APPENDIX CHPT. 19, TA5LE A -19-A)
5. CONCRETE SILA58 TO WAVE CONTROL JOINTS AT 25 FT.
(MAXIMUM) INITERVALS EA. WAY,
6. CONCRETE 811DEWALPKS TO HAVE 3/4 IN. TOOLED JOINTS
AT 5 FT. (MINiiiMUM) O.C.
1. REINFORCINGk STEEL TO BE A-6113 GRADE 40 - DEFORMED.
WELDED WIRD » MESH TO 15E A-185,
ANCHOR BOI....TS TO 15S A-301,
8. ALL WOOD INI CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR, PROTECTED WITH 550 ROLL ROOFING.
9. WATERPR001' BASEMENT WALLS BEFORE BACKFILLING
PROVIDING A 4 iN. DIA. PERFORATED DRAIN TILE 159LOW
THE TOP OF 1'HE FOOTING (SEE BUILDING SECTIONS).
10. HOLD DOWN HARDWARE MUST 15E SEGURLvD IN PLACE
PRIOR TO FOPUNDATION INSPECTION.
L T ELEVATION
i xrrrw�rr, r■ .r.r.�....-rwwrr
1/4.11 = 11-011
1. AL1. EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS
TO HAVE 4 X 12 HEADERS UNLESS OTHERWISE INDICATED.
2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS
ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV,
S. PROVIDE DOUBLE JSTS. UNDER ALL WALLS AISOVE RUNNING
PARALLEL TO JOISTS.
4. PROVIDE FiREBLOCKING, ORAFTSTOPS 4 FIRESTOPS AS
PER THE 2001 C.15.C. SEC.108.2 4.3.
S. LUi (DER SPECIES:
A. POSTS, BEAMS, HEADERS NO. 2 DOUGLAS FIR
JOISTS AND RAFTERS
15. SILLS, PLATES, (BLOCKING NO. 3 DOUGLAS FIR
BRIDGING ETC.
C. STUDS STUD GRADE D.F..
D. POST 4 15SAM DECKING UTILITY GRADE D.F.
E. PLYWOOD SHEATHING 1/2" COX PLY, 32116
F. GLU-LAM 15SAMS RP -2400, DRY ADN.
6.NAILiNG SCHEDULE+
JOIST TO SILL OR GiRDER 3 -ted TOE NAIL
BRIDGING TO JOIST 2-6d TOE NAIL
2" SUEIi-LOOR TO TO GIRDER 2-1601 BLIND 4 FACE
SOLE PL. TO JOIST 16d * 16" FACE NAIL
TOP Pv'L. TO STUDS 2-16d END NAIL
STUD TO SOLE PL. 4-8d TOE NAIL OR
2-16d END NAiL
DOU151.E STUDS 166 * 16" FACE NAIL
POU15LE TCP PL. 16d 0 16" FACE NAIL
CONTINUOUS HEADER (2 PC.) 16d * 16" EDGE NAiL
CLO. J8T. TO PL. 3 -ad TOE NAIL
CLG. JOT. LAP OVER PL, 3-1601 FACE NAIL
CLG. J5T. TO RAFTER 3-1601 FACE NAIL
RAFTED TO TOP PL. 3-801 TOE NAiL
ISUILT-UP CORNER STUDS 16d 24" FACE NAIL
PLYWOOD SUBFLOOR 8d 6" EDGE NAIL
ad 12" INTERIOR
PLY WALL 4 ROOF SHEATHING 8d * 6" EDGE NAIL
801 12" INTERIOR
TOT* PL. AT INTERSECTIONS 2-16d FACE NAiL
MULTIPLE JOISTS (UP TO 3) 1601 * 15" STAGGER NAIL
MULTIPLE JOISTS (OVER 3) i/2" DIA. BOLTS W/WASHERS
EA. SIDE * 24" O.G.
1 X 6 SPACED SHEATHING 2-8d FACE NAIL
1. MANUFACTURED TRUSS JOISTS MAY 15E SUBSTITUTED FOR
2 X JOISTS WHERE. APPLICABLE.
6. DOUBLE TOP PLATES W/ MIN. 48" LAP SPLICES. NAIL WITH
(8) ibd * EACH SPLICE.
°�. WHERE TOP OR SOLE PLATES ARE CUT FOR PIPES OR WIRING
A METAL TIE (MIN. 0.058 THICK AND 1-1/2" WIDE SHALL
15E FASTENED ACROSS THE OPENING WITH (6) Ibd NAILS
MINIMUM EACH SIDE.
1' 15CELLANEOU3 NOTES
1. ALL WINDOWS WITHIN 18 IN. OF THE FLOOR, AND WITHIN
24 iN. OF ANY DOOR ARE TO HAVE TEMPERED GLAZING,.
2. ALL EXTERIOR WINDOWS ARE TO BE DOUIBLE GLAZED LOW E
AND ALL EXTERIOR DOORS ARE TO RE SOLID CORE WITH
WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS
ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL.
DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.
PROVIDE PEEP -HOLE 54 - 66 IN. 415OV1 FIN. FLOOR
ON EXTERIOR ENTRY DOORS.
3, ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS
AND GARAGES SHALL BE G.F.1, OR GF.I C. PER CALIFORNIA
ELECTRICAL CODE REQUIREMENTS.
4. ALL HOSE 151138 MUST HAVE AN APPROVED ANTi-81PHON
DEVICE,
5. 5ATHROOMS AND UTILITY ROOMS ARE TO DE VENTED
TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING
A MINIMUM OF 5 AiR EXCHANGES PER HOUR. RANGE
HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE.
(+. PROVIDE UFER OR OTHER APPROVED GOUND PER
2001 CEC ARTICLE 250-50.
r,N:'x..1..1 s,
USE A MIN. lord AMID E.S.P. WiTH A
i/2" X 20' LONG IRSDAR FOR UFER
GROUND }:BONDED TO COLD WATER PIPE.
VENT CALCULATION:
6" DIA. SCRND. VENT • 0.349 SF
2" X 12" SCR ND. EAVE VENT m 0.161 SF
(it) EAVE VC -NTS X 0.161 • 2 SF
(5) 8 DiA. ROOF VENTS X 0.349 • 1.1415 6F
24'X 36' 1300 = 2.88 SF
2 SF + 1.145 81= = 3:145 SF 16 GREATEi"R THAN 2116,61
of.
B�\ 5ivAGE PANEL DEFINITION
A BRACED WALL PANEL CONSTRUCTED AS PER 'CIBC 2001' NOT
LESS 1rHAN 46 INCHES WIDE OR MORE THAN 10 FEET HIGH.
BRAG PANEL SHEATHING MIN. T -1 -Ii, 3/6 PLYWOOD
ONE SI1DE NAIL W/ Sd * 6" O.C. ON THE EDGES AND
8d * i2" O.C. IN THE FIELD.
(1/2" G'YP. MAY 15E USED ON PANELS 8'-0" AND LONGER).
PROVIIDE. PERIMETER MEMI5ER3 AT OPENINGS, USE EXTERIOR GLUE PLYWOOD,
PROVIIDE FRAMING MEMBERS OR BLOCKING AT EDGES OF ALL PLYWOOD SHEETS,
PROVIIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL. SEE TYPICAL WALL DETAIL.
24'
40 0 SL
� 1.._ .._....._ ,__...._....._. ...,.......X HPR...._......GFCi AND ._._..-.-.._...._...._...._.1 ;t
+111" MIN TO
f
MANUFACTURED T ssEs * 24" OC,
OVER I
( 4" CONC. BLAS (W/ OPTIONAL WWF 6 )< 6 ( %�►
( Wirt X Wirt) OVER 2" BAND OVER 10 MiL. I
0"x,2 ' VISZM (MIN. OVERLAP 21, BHALED W/
Z
C WL ji2, SS WATER RE81STANT SILICONE.) OVER 2"
x I 6
COMP°ACTEDAND OVER 4"OAADE 150 ROCK OVER
--- 23'
A SIM
ROOF 95NT.-
1/12 1/12
\ to N
I I
I � i
jil
0
op N
� 0__7%
04
x
jp
i GDO
___T
-
VER >=D,,- I
( \ GARAGE POOR,- '6 ( 1 � L
B3 CK OUT FOR DOOR
.r...-.. :n ..a x r... `.!
ol
r 080 SL Af
r r r n
6 61.211 9 2 -10
24'
UN Vii" i CSN �N o ` ,-pec /'r/+�►
1�-111 11M�1�
BU`FTE i E V�.. UN i i '�/
BUILDING DIVISION /J(`►
APPROVED ED ,t
Nt
THE! CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS 5EFORE START
CONSTRUCTION. TRUCTION. THE ISUYER AGREES THAT CAD
NORTHMST HAS NO LIAOILITY FOiA COSTS OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS.
WRITTEN DIMENSIONS SHALT. ALWAYS TAKE � of="ESIDENCE OVER SCALED DIMENSIONS.
COPYRIGHT 2002 15Y CAD NORTHWEST CORP., ALL RIGHTS R=-SERVEO
�,
■�11i
FRONT ELEVATION
1/411 c V.011
RIGHT ELEVATION
1141' = 1'-x,11
.�... 1/411 �.a 11-011
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH THE 2001 EDITION OF
THE CALIFORNIA E5UILDING CODE (TITLE 24), WHICH ADOPTS
THE 2001 UBC, 2001 CMG, CPC, UMC, UPC AND THE
2001 CEC.
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS..DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOD 20 PSF (LIVE LOAD)
(LIVE) FLOOR 40106F
STAIRS 100 PSF
GARAGE FLOOR 50 PSF (20000 PT.)
DECKS 60 1-8F
l IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE! REVISIONS.)
5. INSULATION: PATH I
ROOF (VAULTED) R-30
ROOF (FLAT) R-36
WALLS (EXTERIOR) R-21
FLOOR (OVER UNHEATED SPACE) R-25
BASEMENT WALLS lW/I 12" OF GRADE) R-21
SLA15 ON GRADE R-15
FURNACE DUCTS (UNHEATED SPACE) R-8
MASEMENT WALLS (HEATED) R-15
6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE
INCREASED IF DESIRED. VERIFY WITH CONTRACTOR.
1. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA 15EING VENTILATED.
8. ALL EXPOSED INSULATION IS TO HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 480,
9, PROVIDE INSULATION 15AFFLES AT EAViE' VENTS
BETWEEN RAFTERS.
10. PLANS TO COMPLY WITH THE LOCAL SECURITY
ORDINANCE.
11, THIS 15UILDING CONSTRICTION TYPE iS "VN" AND
OCCUPANCY GROUP 16 "UP ACCORDING TO THE 2001 015C.
12, ALL SHEAR SHALL TRANSFER TO ROOF SHEATHING.
13, ALL ELECTRICAL TO BE INSTALLED PER 2001 CEC,
14, PROVIDE 100 AMP SERVICE AND SUPS PANEL.
I5, PROVIDE A 1/2" X 20' LONG RE18AR FOR LIFER GROUND
BONDED TO COLD WATER PIPE,
16. PROVIDE GPI PROTECTION TO ALL 120 VOLT, 15 AND 20
AMP. RECEPTACLES.
FOUNDATION NOTES
I. FOOTINGS ARE TO BEAR ON UNDI5TUR13ED LEVEL SOIL
DEVOID OF ,/ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED To MAINTAIN THE REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARINdG FIRE85URE ASSUMED TO BE 1000 PSF.
3. ANY FiLL UNIDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 411 GRANULAR MATERIAL COMPACTED TO 95to.
3. THOUROUGHL'.Y WET CLAY SOIL FOR 24 HOURS UNTIL
ALL CRACKS! IN THE CLAY ARE CLOSED.
4. CONCRETE &TRENGTH * 26 DAYS. USE TYPE 11 OR V
CEMENT, • 15ASEMENT WALLS 4 FOUNDATIONS
NOT EXPOSED TO WEATHER : 2,500 1081
• BASEMENT 4 INTERIOR
SLABS ON GRADE : 2,500 PSI
• BASEMENT WALLS 4 FOUNDATIONS
EXPOSED TO THE WEATHER : 31000 PSI
._ PORCHES, STEPS 4 CARPORT
SLA156 EXPOSED TO WEATHER : 3,5001-81
(AS PER ClltC. APPENDIX CHPT. 19, TA5LE A -19-A)
5. CONCRETE SILA58 TO WAVE CONTROL JOINTS AT 25 FT.
(MAXIMUM) INITERVALS EA. WAY,
6. CONCRETE 811DEWALPKS TO HAVE 3/4 IN. TOOLED JOINTS
AT 5 FT. (MINiiiMUM) O.C.
1. REINFORCINGk STEEL TO BE A-6113 GRADE 40 - DEFORMED.
WELDED WIRD » MESH TO 15E A-185,
ANCHOR BOI....TS TO 15S A-301,
8. ALL WOOD INI CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR, PROTECTED WITH 550 ROLL ROOFING.
9. WATERPR001' BASEMENT WALLS BEFORE BACKFILLING
PROVIDING A 4 iN. DIA. PERFORATED DRAIN TILE 159LOW
THE TOP OF 1'HE FOOTING (SEE BUILDING SECTIONS).
10. HOLD DOWN HARDWARE MUST 15E SEGURLvD IN PLACE
PRIOR TO FOPUNDATION INSPECTION.
L T ELEVATION
i xrrrw�rr, r■ .r.r.�....-rwwrr
1/4.11 = 11-011
1. AL1. EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS
TO HAVE 4 X 12 HEADERS UNLESS OTHERWISE INDICATED.
2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS
ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV,
S. PROVIDE DOUBLE JSTS. UNDER ALL WALLS AISOVE RUNNING
PARALLEL TO JOISTS.
4. PROVIDE FiREBLOCKING, ORAFTSTOPS 4 FIRESTOPS AS
PER THE 2001 C.15.C. SEC.108.2 4.3.
S. LUi (DER SPECIES:
A. POSTS, BEAMS, HEADERS NO. 2 DOUGLAS FIR
JOISTS AND RAFTERS
15. SILLS, PLATES, (BLOCKING NO. 3 DOUGLAS FIR
BRIDGING ETC.
C. STUDS STUD GRADE D.F..
D. POST 4 15SAM DECKING UTILITY GRADE D.F.
E. PLYWOOD SHEATHING 1/2" COX PLY, 32116
F. GLU-LAM 15SAMS RP -2400, DRY ADN.
6.NAILiNG SCHEDULE+
JOIST TO SILL OR GiRDER 3 -ted TOE NAIL
BRIDGING TO JOIST 2-6d TOE NAIL
2" SUEIi-LOOR TO TO GIRDER 2-1601 BLIND 4 FACE
SOLE PL. TO JOIST 16d * 16" FACE NAIL
TOP Pv'L. TO STUDS 2-16d END NAIL
STUD TO SOLE PL. 4-8d TOE NAIL OR
2-16d END NAiL
DOU151.E STUDS 166 * 16" FACE NAIL
POU15LE TCP PL. 16d 0 16" FACE NAIL
CONTINUOUS HEADER (2 PC.) 16d * 16" EDGE NAiL
CLO. J8T. TO PL. 3 -ad TOE NAIL
CLG. JOT. LAP OVER PL, 3-1601 FACE NAIL
CLG. J5T. TO RAFTER 3-1601 FACE NAIL
RAFTED TO TOP PL. 3-801 TOE NAiL
ISUILT-UP CORNER STUDS 16d 24" FACE NAIL
PLYWOOD SUBFLOOR 8d 6" EDGE NAIL
ad 12" INTERIOR
PLY WALL 4 ROOF SHEATHING 8d * 6" EDGE NAIL
801 12" INTERIOR
TOT* PL. AT INTERSECTIONS 2-16d FACE NAiL
MULTIPLE JOISTS (UP TO 3) 1601 * 15" STAGGER NAIL
MULTIPLE JOISTS (OVER 3) i/2" DIA. BOLTS W/WASHERS
EA. SIDE * 24" O.G.
1 X 6 SPACED SHEATHING 2-8d FACE NAIL
1. MANUFACTURED TRUSS JOISTS MAY 15E SUBSTITUTED FOR
2 X JOISTS WHERE. APPLICABLE.
6. DOUBLE TOP PLATES W/ MIN. 48" LAP SPLICES. NAIL WITH
(8) ibd * EACH SPLICE.
°�. WHERE TOP OR SOLE PLATES ARE CUT FOR PIPES OR WIRING
A METAL TIE (MIN. 0.058 THICK AND 1-1/2" WIDE SHALL
15E FASTENED ACROSS THE OPENING WITH (6) Ibd NAILS
MINIMUM EACH SIDE.
1' 15CELLANEOU3 NOTES
1. ALL WINDOWS WITHIN 18 IN. OF THE FLOOR, AND WITHIN
24 iN. OF ANY DOOR ARE TO HAVE TEMPERED GLAZING,.
2. ALL EXTERIOR WINDOWS ARE TO BE DOUIBLE GLAZED LOW E
AND ALL EXTERIOR DOORS ARE TO RE SOLID CORE WITH
WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS
ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL.
DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.
PROVIDE PEEP -HOLE 54 - 66 IN. 415OV1 FIN. FLOOR
ON EXTERIOR ENTRY DOORS.
3, ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS
AND GARAGES SHALL BE G.F.1, OR GF.I C. PER CALIFORNIA
ELECTRICAL CODE REQUIREMENTS.
4. ALL HOSE 151138 MUST HAVE AN APPROVED ANTi-81PHON
DEVICE,
5. 5ATHROOMS AND UTILITY ROOMS ARE TO DE VENTED
TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING
A MINIMUM OF 5 AiR EXCHANGES PER HOUR. RANGE
HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE.
(+. PROVIDE UFER OR OTHER APPROVED GOUND PER
2001 CEC ARTICLE 250-50.
r,N:'x..1..1 s,
USE A MIN. lord AMID E.S.P. WiTH A
i/2" X 20' LONG IRSDAR FOR UFER
GROUND }:BONDED TO COLD WATER PIPE.
VENT CALCULATION:
6" DIA. SCRND. VENT • 0.349 SF
2" X 12" SCR ND. EAVE VENT m 0.161 SF
(it) EAVE VC -NTS X 0.161 • 2 SF
(5) 8 DiA. ROOF VENTS X 0.349 • 1.1415 6F
24'X 36' 1300 = 2.88 SF
2 SF + 1.145 81= = 3:145 SF 16 GREATEi"R THAN 2116,61
of.
B�\ 5ivAGE PANEL DEFINITION
A BRACED WALL PANEL CONSTRUCTED AS PER 'CIBC 2001' NOT
LESS 1rHAN 46 INCHES WIDE OR MORE THAN 10 FEET HIGH.
BRAG PANEL SHEATHING MIN. T -1 -Ii, 3/6 PLYWOOD
ONE SI1DE NAIL W/ Sd * 6" O.C. ON THE EDGES AND
8d * i2" O.C. IN THE FIELD.
(1/2" G'YP. MAY 15E USED ON PANELS 8'-0" AND LONGER).
PROVIIDE. PERIMETER MEMI5ER3 AT OPENINGS, USE EXTERIOR GLUE PLYWOOD,
PROVIIDE FRAMING MEMBERS OR BLOCKING AT EDGES OF ALL PLYWOOD SHEETS,
PROVIIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL. SEE TYPICAL WALL DETAIL.
24'
40 0 SL
� 1.._ .._....._ ,__...._....._. ...,.......X HPR...._......GFCi AND ._._..-.-.._...._...._...._.1 ;t
+111" MIN TO
f
MANUFACTURED T ssEs * 24" OC,
OVER I
( 4" CONC. BLAS (W/ OPTIONAL WWF 6 )< 6 ( %�►
( Wirt X Wirt) OVER 2" BAND OVER 10 MiL. I
0"x,2 ' VISZM (MIN. OVERLAP 21, BHALED W/
Z
C WL ji2, SS WATER RE81STANT SILICONE.) OVER 2"
x I 6
COMP°ACTEDAND OVER 4"OAADE 150 ROCK OVER
--- 23'
A SIM
ROOF 95NT.-
1/12 1/12
\ to N
I I
I � i
jil
0
op N
� 0__7%
04
x
jp
i GDO
___T
-
VER >=D,,- I
( \ GARAGE POOR,- '6 ( 1 � L
B3 CK OUT FOR DOOR
.r...-.. :n ..a x r... `.!
ol
r 080 SL Af
r r r n
6 61.211 9 2 -10
24'
UN Vii" i CSN �N o ` ,-pec /'r/+�►
1�-111 11M�1�
BU`FTE i E V�.. UN i i '�/
BUILDING DIVISION /J(`►
APPROVED ED ,t
Nt
THE! CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS 5EFORE START
CONSTRUCTION. TRUCTION. THE ISUYER AGREES THAT CAD
NORTHMST HAS NO LIAOILITY FOiA COSTS OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS.
WRITTEN DIMENSIONS SHALT. ALWAYS TAKE � of="ESIDENCE OVER SCALED DIMENSIONS.
COPYRIGHT 2002 15Y CAD NORTHWEST CORP., ALL RIGHTS R=-SERVEO
4-1/2
1-3/4" MIN,
EDGE BLOCKING
r- HEADER
. 3/8" PLYWOOD OR
2 MW PTCL. BD, ONE 611DE
8d 0 (0" O.C. EDGES
8d 0 12" O.C. FIELD
�2) DBL. 2X4 STUDS MIN.
811110SON OR EOUiV.
HD2AW/R6
SSTBI
LTT205 W/ SSTBIb
�TREATIED SILL
-(2) 5/8" X 10" A.B. 0 1/4 PTS.
AND WITHIN 12" OF CORNERS
(1) 04X10'-0" HORIZ. 3" TO 5" FROM
-� -"b- TOP OF STEM WALL.
--(2) *4X10'-0" HORIZ. IN FOOTiNG
3" MIN. FROM BOTTOM OF FOOTING,
(6) 04 VERTICAL 0 24" O.C.
LN Yl=L
- 15'-0" I1 EA. WAY O
HORIZONTAL RE(NWF.
1. WOOD STRUCTURAL PANIEL SHEATHING
5 CTO (NOT SIDING) ?w=WU(R>=1D.
2. DOUBLE POUR REQUIRi`5 04
VERTICAL$ 8 24" O.C. E:NGAGiNG
FOOTING FOR 10' (CENTfERED ON.
PANEL.)
3. CONTIUOUS FOOTING RE41.11RED
FOR ENTIRE LENGTH OF; BRACED
WALL LINE.
,��-r �a-r S CF � 4Nf L rDl=—T IrL
WHEN BRACE PANELS OCCUR WIITHIN J013T OR
TRU$$ BAY: 2Xo BLOCKING -0 488" O.G. MIN. 2) PER CEiLIN6/FLOOR JOIST OR
PANEL, NAILED W/ (4) - iod TO 1TOP PLATE AND TRUSS BOTTOM CHORD
(3) • iod EACH END. SEE DETAIIL
TRUE $ � 2Xo FLAT BLOCKING 6 48" D.C.
24" O.�. \ O W/ (4) Wool NAiLS TO TOP PLATE
CMa . MINIMUM (2) PER PANEL
WHEN BRACED PANELS ALIGN
CEILING JOIST OR WITH CEILING JOISTS OR TRUSSE$
TRUSS BOTTOM CHORD ABOVE, PROVIDE 'SIMPSON' A23 2X VERTICAL BLOCKING
0 48" O.C., MINIMUM (2) PIER PANEL. +� BRACE PANEL
BRACED PANEL
BLOCKING TYPICAL
AT ALL PANEL
EDGES.
BRACED PANEL PARALLEL
` TO ROOF FRAMING lod ITYPJ
INTER""'IOR AFANIEL FRAMING BRACED PANEL
NOT TO 6CALE
L
n
12
N
>.H
2X4 BLOCKING
"4-4
� •
AT RIDGE LINE
yw/
Cc.
n
\\
C
12,i \ 12
Ch
C.
t?
MANUFACTURED
SCISSOR TRU6$1=$ �.
(SPECIFICATION BY OTHERS)
(OPTIONAL) R-30 iNSUL.--�
—�-
(OPTIONAL) 11/2 GYP,
O
z
O0�
N
4" CONC. SLAB (W/ OPTIONAL U1lIJF 6 k 6
WIA X WIA) OVER 2" SAND OVER 10 MIL.
N
X
X
N
VISQUEEN (MIN, OVERLAP 21, SEALED W/
WATER RESISTANT SILICONE-) OVER 2"
�'
SAND OVER 4" CRUSHED ROCK OVER
COM AC TED -GRAPE
OLF
SECTION A,
1/411 r 1' -rail
U
NOTCH TRUSS FOR
RooF SHEATHING-\\
(4) 12d-,
(2) 12d
TRUSS
TRUSS
24" M11N
BLOCKING
r -C2) 12d
2x4 BLOCKING --�
'SIMPSON' a23 6 32" D.C.
18" MAX.
BLIND NAIL 8d tv 8" O.C.
-- 2x4 OUTLOOKERS
0 24" O.C, (FLAT)
/_ BARGE RAFTER
�--- END NAIL Sd a 8" O.C.
- 2X4 BRACE
-� i MIN. I71 MAX.
r-- GABLE WALL
l4) 12d
END NAIL 8d 6 8" O.G.
-- STUD
GA5LE ENA DETAIL
AT 6'-0" O.C.
4" CONC. SLAB (W/ OPTIONAL W (o * 6
WIA X WiA) OVER 2" SAND OVER 10 MILL.
VISCtUEEN (MIN, OVERLAP 21, SEALED W/
WATER RE61STANT SILICONE.)OVER 2"
SAND OVER 4" CRUSHED ROCK OVER
COMPACTED GRADE
2 X 4 P.T. MUDSILL WITH
$/8" DIA. X 10" A.B, • 6' O.C. (MAX.)
-MIN. I" EMBEDMENT
W/ 2" X 2" X 3/16" SQUAD PLATT~ WASHERS
MINIMUM OF 2 PER SILL AND WiTHIN
12" Or- ANY CORNER)
- 151 O.C.
(CLASS A OR B MIN.) 30 YEAR
COMPOSITION POOPING ON
300 FELT ON
1/16" 0619 (24/0) SHEATHING
CDX GRADE, NAIL W/ Sd • 6" EDGE
AND 12" FIELD, AND WITHIN 3/8" OF EDGE.
STAGGER 61-1EET6 WiTH ENDS ON TOP CHORD
OF MANUFACTURED TRJ"E6
W/ OPT. R-38 INSULATION
W/ i/2" GYP. (OPTIONAL)
1N$UL. BAFFLE • RAVE VENTS
2 X SOLID SHAPED 19LKG. W/ 2 X 12
SCREENED VENTS M V-0" O.C.
U NAILED W/ 8d * 6" O.C.
^-"SIMPSON" A38 0 32" O.C,
.----- G.I. GUTTER ON 2 X 6 FASCIA
NAIL. 8d 8" O.C.
StDING (SEE ELEVATION)
113* BLDG. PAPER (OR TYVEK)
IST_ in" COX PLYWOOD SHEATHING
2 X 4 STUDS « 16" O.C. W/
1/2" SHEET ROCK (OPTIONAL)
1R-13 INSULATION (OPTIONAL)
4" CONC. SLAB (W/ OPTIONAL WWF 6 X 6
WIA X W1.4) OVER 2" SAND OVER 10 MIL.
VISQU1rt+T1(MIN. OVERLAP 2', SEALED W/
WATER RESISTANT SILICONE) OVER 2"
SAND OVER 4" CRUSHED ROCK OVER
COMPACTED GRADE
2 X 4 P.T. MUD6LL WITi4
6/8" DIA. X 10" A.B. 0 6' O.C. (MAX-)
-MiN. I" EMBEDMENT
ENP NAIL 8d • 8" W/ 2" X 2" X 3/16" SQUARE PLATE WASHERS
OC,
MINIMUM OF 2 PIER SILL AND WITHIN
1211 OF ANY CORNER)
r
SLOB 1x MIN.
x0o- (2) 01� REBAR (CONT.)
Lz MIN,
FROM
POUR
LAP 2411, TIE SPLICES
4" DIA, PERFORATED DRAIN
TILE (TYP. WHERE READ)
04 RE DAR VERT, a 48" O.C.
(4) 04 REBAR (CONT.)
3MINFROM EARTH
POSITION LI POUR
LAP 24", TIEIM SPLICES
PL �.'/ 4" DIA. PER -ORATED DRAIN
TILE (TYP.WI-ERE REQD)
12"
"'1"'FOUNDATION-6""C; o [Off! TO 6CALE
_ SECTION
NOT TO SCALA
A
z
w
u
BUTTE couNrr m
BUILDING DIVISION
APPROVED X
N
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS BEFORE START
OF CONSTRUCTION. THE BUYER AGREES THAT CAD
NORTHWEST HAS NO LIABILiTY FOR COSTS OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS,
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRESIDENCE OVER SCALED DIMENSIONS,
COPYRIGHT 2002 BY CAD NORTHWEST CORP., ALL RiGHTS RESERVED
SHEET
2oF 2
n
N
�rn
"4-4
� •
yw/
Cc.
C
Ch
C.
t?
A
z
w
u
BUTTE couNrr m
BUILDING DIVISION
APPROVED X
N
THE CONTRACTORS ARE TO CHECK AND VERIFY
ACCURACY AND SITE CONDITIONS BEFORE START
OF CONSTRUCTION. THE BUYER AGREES THAT CAD
NORTHWEST HAS NO LIABILiTY FOR COSTS OR CHARGES
RESULTING FROM DESIGN ERRORS OR OMISSIONS,
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRESIDENCE OVER SCALED DIMENSIONS,
COPYRIGHT 2002 BY CAD NORTHWEST CORP., ALL RiGHTS RESERVED
SHEET
2oF 2