HomeMy WebLinkAboutB17-0534 000-000-000PlaZi,4Td*" tll�f�i_..
A REMODEL. Of= 71 -IE KITCHEN. AN
ADDITION t0 THE MUDfROOM,
FAMILY ROOM, DINING ROOM,
AND MA6TER.5EDROOM AND
5ATHROOM.- A NUJ DETAr,,IHED
GARAGE AND CONCRETE FAD, A
NEW FOOL AND COVERED LANAI,
T. -e
TITLE 24 CON6ULTANT& EL O'HARE
CIVIL ENGINEER.. CHAD RATZLAFF
CAD DRAFTINGIV SHEL5*f MAROLLA
DE61GNER.. LENN GOLDMANN
LLO I
A. 2016 Calif, Residential Code
B. 2016 Calif. Building Code. (Structural only)
C. 2016 Calif. Mechanical Code.
D. 2016 Calif. Plumbing Code.' _
E. 2016 Calif. Electrical Code.
F. 2016 California Energy Code. (2016 Building Energy Efficiency Standards)
G. 2016 California Green Building Standards Code.
A. Building Type of Construction (usually "VB")
B., Occupancy Groups)(dwelling = R-3, garage = U)
C, Fire Snrinkler,system yes -
allEnergy requirements -for the "Special Feature" (Radiant Barrier) and I
V erific tion 1 iwt TP.-,tinar) (.n1;fnrn;n- P-+nrwmy _P^»«,., f"37C 1 D _.
PROJECT r D
REMODEL
PROJECT
E6CRIFTION
NO ADDITION
DIDRE66
11541 DAIRY ROAD
CI -41G0, CA 98973
A.P. NUMB
42-11-11
JURISDICTION
BUTTE COUNTY
DEPARTMENT
ZONE
Al
UILDING
APPLICABLE CODS
2C16 CALIFORNIA BUILDING
CODE GEC / G P coolGSG
)ITE AREA: 4.35,60ca jr3 .A
_) ACs SI -IOP: 3,12
.J METAL 5UILE)ING. 2,40013",
CRE&
ONIDITIONED FLOOR ARBA
0-4J ADDITION
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CONIDITIONED FLOOR'AFREA
JJ CxARACxE: 908
(N) COVERED LANAI,: 28rolt
FORCH AREAS: 5260
OTAL'ALLOWA-5LE COVERED AREA6
.28i
MoD 4!57
Z44
8 �4 i: -V^ . v 'y .•. v�� , .y _r r a� ._WAV, staff
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fir
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4�
Pav,l -7. et 4 4 4
2.47 0 t r! • 1i Fy '. rl'i`�j v ow Zi Y
The l:athroorn e::iiausias3 s';aii be controlled
with huntieistat control capaab!e of adjustment
between a relative humidity range of 50% to
80%.
LA
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BUTTE
COUNTY
!JUN 13 201
DEVELOPMENT
SERVICES
SUTTE COUNT`f DEVELOPMENT SERVICES
REVIEWED FOR
EPODE COMPLIANCE
00 a ft - -- a& - a Mad
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L3im A"
DEMO ALL
4S 5UILT
SCALE= 1/4" = V-011
= DEMO 2X 'WALL5
(E) 2X WALL&
DEMO PLAN
SCALE: 1/4" = V -O"
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DEMO ALL FLUMBINS AND CABINETS
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PERMIT #
BUTTE CouNTY QEV�LOPM1 NT f�5,RVlcES
SEVIEVVIED FOR
CODE COMPLIANCE
DATE A` 7 /l • !
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5TRUGTU€
AL PLAN,_
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SEE TYPICAL NOTE SHEET 5i AND 'TYPICAL DETAIL 5HEET5 S2 AKD 55 FOR
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ADDITIONAL INF-ORMATION.
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2.
PROVIDE ANG+iOR BOLT 512E AND 5PACIN6 PER SMEAR WALL SCHEDULE AND
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TYP. DETAILS.
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5.
TYPICAL MINIMUM HEARINS WALL FRAMINS U.N.0.3
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5.1.
EXTERIOR AAL Lt 2X6 Df STUD AT 16' D.G.
5.2. INTERIOR WALLSt 2X4 DF STUD AT 16" D.G.
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-
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4.
SEE DETAIL 14/52 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL
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OPENING 5CdHEDULE.
5.
SEE TYPICAL SHEAR WALL 6CHEMILE FOR LOCATIONS NWERE 5X PT SILL PLATES
4" CONCRETE SLAB
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ARE REQUIRED, 1/52-
UJ/ 4" GRAVEL �---
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6.
DO NOT REMOVE OR MODIFY SUPPORT NESS OR HARP ARE FOR EXI5TIN&
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1
1/4" IN 12" TYP.
FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE EN61NEER OF RECORD.
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1.
TYPICAL FLOOR SHEATHING 040)1 5/4' THICK, APA, TECO, OR PITi'313UROH RATED
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SHEATHIN6 OR RATED STURD-I-FLOOR, SPAN RAT1N5 48/,24(24 FOR
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STURD-I-FLOOR), FJQ'OJURi° I STRUCTURAL PANELS, APPLIED W1TH L.ON&
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DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STA66ERED WITH 4' EK0
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OF%SET 4' (GASB✓ 1,3 CaO TABLE 23-V-1). GLUE FANELS TO ALL FRAMING, EDGE
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NAIL WITH 8d COMMON RING SHANK NAIL5 OR EQUIV (0.145' DIA X 8') AT 6'
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O.G. AT ALL PAM. W&ES, BOVIVARIES, BLOCKING AND "O;M INDICATED ON
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PLAN. FIELD NAIL AT 10' O.(:,. PROVIDE I/8" GAPS AT ALL PANEL ED&E5 U.N.O. BY
PANEL MANUFACTURER.
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8.
TYPICAL ROOF SHEATHING NW)- 5/5' THICK, APA, TECO, OR PITiSBUR&H RATED
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5HEATHIN6, SPAN RATING 82/16, EXPOSURE I STRUCTURAL PANELS, APPLIED WITH
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LONG DIMENSION ACRO55 51UPPORT5 AND ADJACENT PANELS 5TA66EREV WITH 4'
M
ENDS OFFSET 4' (CASE I,3 GBG TABLE EDGE NAIL WITH 8d COMMON OR
RP
EQUIVALENT (0.191" DIA X 2 1/2") AT 6" O.G. AT ALL PANEL EV&E5, BOUHDARIM,
2'-10"
&ABLE ENDS, BLOGKIN6 AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12' D.G.
PROVIDE 1/8" GAP AT ALL PANEL E06> '3 U.N.O. BY PANEL. MARJFAGTVREI;L
9.
USE (2) TRIMMERS AT HEADERS SPANNING 6'-0" AND 6REATM
10.
OIST -� TRIMMERS
SUPPORT ALL TRIMMERS ABOVE WI 1H FLOOR/CEILING JY�I
CAN NOT RUN COI'MR 0USLY TO FOUNDATION.
11.
PROVIDE P05. ATTACHMENT OF ALL BEAM TO POST, BEAM TO BEAM, POST TO
o
BEAM, AM J F05T TO POST GONN'S 1•41TH (2) ST22 C TRAP5 MIN. AND A55 CLIPS
_
J.N.O. PER PLAN AND DETAILS.
CD
12.
55EE NOTE SECTION 8.1 ON SHEET 51 FOR ROOF FRAMING.
N
15.
PROVIDE 4X P05T MIN. AT ALL BEAM AND 61RDC-R TRU55 BEARI46 POINTS AND
CONTINUE IN WALL TO FOUNDATION,j
o
14.
ANY DI5CREPANGIE5 BETViEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE
IMMEDIATELY BROUGHT TO THE ENS SINEER OF RECORD.
15.
PERFORATED SHEAR WALL5 HAVE BEEN DESI&NEP PER ANSI/AF 4 PA
5DPW5-2015 i GBGIb. FULL LENSIH OF WALL SHALL HAVE SHEAR PLY
-
INSTALLED PER SHEAR WALL SCHEDULE. HOL.DOWN5 ARE AT END5 ONLY PiH£RE
REQUIRED BY LATERAL GALLS. NO 5TRAPPIN& 15 REQUIRED AROUND OPENIN65.
16.
FOR HOLDDOWN INSTALLED IN LOCATIONS WITH EXI5TIN6 CONCRETE STEM WALL.,
IN57ALL 5/8' DIA TREADED ROD PI554 6836, EMBEDDED 12' INTO FOUNDATION
WITH SIMPSON SET XP EPDXY.
eC ALE: 114 it = 11-011
= NEW 2X UJALL&
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
FE 8 2 4 2017
9/28/16
0 0
2=4 a
REVISION
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04
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T77
RP
2'-10"
eC ALE: 114 it = 11-011
= NEW 2X UJALL&
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
FE 8 2 4 2017
9/28/16
0 0
2=4 a
REVISION
s
s
04
IN
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1111I IN
!ARCIIITECTURAL COMMENTS:
floors and walls about bathtubs with installed shower heads and
in shower compartments shall be finished with a nonabsorbent swfacc and such wall surfaces shall
extend to a height of not less than 6 feet above the floor. C.R.C. Section R307.2.
j40"f glazing in the following locations to be tempered. C.R.C. Section
R308.4.
A. In all fixed and operable panels of swinging, sliding and bifold doors.C.R.C. Section R308.4.1.
B, in an individual fixed or operable panel adjacent to a door where the where the bottom edge of
the glazing is less than 60 inches above the floor or walking surface and it meets either of the
following: C.R.C. Section 308.4.2
1. Tile glazing is within 24 inches of either side of the door in the plane of the door in a closed
position.
2.The glazing in on a wall perpendicular to the plane of the door in a closed position and within 24
inches of the hinge side of an in -swinging door.
C. Glazing in an individual fixed or operable panel that meets all of the following conditions. C.R.C.
Section R308.4.3.
1. The exposed area of an individual pane is larger than 9 square feet; and
2. The bottom edge of the glazing is less than 18 inches above the floor; and
3.The top edge of the glazing more than 36 inches above the floor; and
4.One or more walking surfaces arc within 36 inches, measured horizontally and in a straight line,
of the glazing.
D. Glazing in walls, enclosures or fences containing or facing hot tubs, whirlpools, saunas, steam
room, bathtubs and showers, and indoor or outdoor swimming pools where the bottom exposed
edge of the glazing is less than 60 inches, measured vertically above the standing or walking
surface. C.R.C. Section R308.4.5
p jO'flf- -----W carbon monoxide alarms shall be installed in the following locations. C.R.C.
Section R315.3.
A. Outside of each separate sleeping area in the immediate vicinity of the bedrooms.
B. On every occupiable level of the dwelling unit, including basements.
C. Whcrc a fuel -burning appliance is located with a bedroom or its attached bathroom, a carbon
monoxide alarm shall be installed within the bedroom.
the following shall be of naturally durable wood or wood that is
preservative -treated in accordance with AWPA U for the species, product, preservative and end use.
C.R.C. Section R317.1.
A. Wood girders when closer than 12 inches to the exposed ground.
u O TC:- lots shall be graded to drain surface water away from foundation walls.
The grades shall. fall a minimum of 6 inches within the first 10 feet, 5%. C,R.C. Section 8401.3.
at least one tinder -floor ventilation opening shall be within 3 feet of
each corner of the building. C.R.C. Section R408.1.
o-1 provide access to all under -floor space. C.R.C. Section R408.4.
A. Access thru the floor shall be a minimum of 18 inches by 24 inches.
B. Access thru a perimeter wall shall be not less than 16 inches by 24 inches.
The weep screed shall be placed not less than 4 inches above the earth or 2 inches above paved areas
and shall be of a type that will allow trapped water to drain to the exterior of the building. The
weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate
on the attachment flange of the weep screed. C.R.C. Section R703.7.2.1.
Where plaster is applied over wood -based sheathing, shall include a water -resistive vapor -permeable
barrier with a performance at least equivalent to two layers of grade D paper. C.R.C. Section
R703.6.3
Amend the plans to clearly show how the enclosed attic and enclosed rafter spaces formed where ceilings are
applied directly to the underside of roof rafters will be provided with the required cross attic ventilation.
C.R.0 Section R806.1. Provide calculations on the plans to show amount of cross ventilation is required
for each separate enclosed attic area or enclosed rafter space. Also clearly show with details, etc. how
the cross ventilation is being provided. Indicate required quantity of vents and specify type, net size and
location of the vents being Installed. On additions the calculations to take into account of any vents
being closed off or removed due to the addition. C.R.C. Section 806.2.
.A. Minimum total net free area shall not be less than 1/150 of the area of the space being
ventilated. (at the cave)
B. The area in item A, may be reduced to 1/300 if at least 40 percent and not more that 50 percent
of the required ventilating area is provided by ventilators located in the upper portion of the attic
or rafter space. Upper ventilators shall be located no more than 3 feet below the ridge or highest
point of the space with the balance of the required ventilation provided by the cave or cornice
vents.
WtO-rZ"i the required I inch clearance is maintained between the insulation and
the roof sheathing and at the location of the vent. C.K.C. Section R806.3.
Provide an attic access. Minimum size 22 inches by 30 inches C.R.C. Section R807.1. Garage, House,
and pool house.
I
113'-6"
(N) (oGibB SL. GL. DFZ.
P ININC�x 12
ROOM
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ill 611
2'-6" 6l-011 51-611
(N) 3080 CA(N) B 50 CA(N) 3050 CA 2'-2"
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LIVING ROOM
Now
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ELECTRIC COMMENTS
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•—,••—*! two small appliance branch circuits are required for the kitchen and
are limited to supplying wall and counter space outlets for the kitchen, pantry, breakfast room, dining
p
room, and similar areas. Note: The circuits cannot serve outside plugs, range hood, disposals,
dishwashers or microwaves - only the required countertop/wall outlets including the refrigerator.
C.E.C. Article 210.110(1) & 210.52(13).
Norl all 125 -volt, single-phase, 15 & 20 -ampere receptacles in the locations
specified shall have (GFCI) ground -fault circuit -interrupter protection for personnel. C.E.C. Article
210,8(A).
A. Bathrooms
B. Garages, and also accessory buildings that have a floor located at or below grade level not
intended as habitable rooms and limited to storage areas, work areas and areas of similar use.
C. Outdoors
D. Kitchens, where the receptacles arc installed to serve the countertop surface.
E. Sinks - where receptacles are installed within 6 feet of the outside edge of the sink.
F. Bathtubs or shower stalls - where receptacles are installed within 6 feet of the outside edge of the
bathtub or shower stall.
G. Laundry areas.
QOTE: -1 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying
outicts (i.e., receptacles lights, smoke detectors, etc.) installed in dwelling unit kitchens, family
rooms• dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms,
closets, hallways, laundry areas, or similar rooms or areas shall be protected by a listed combination -
type arc -fault circuit interrupter, installed to provide protection of the entire branch circuit.. C.E.C.
Article 210.12(A).
tjb-TE�_- ; J outlets in every kitchen, family room, dining room, living room, parlor,
library, den, sunroom, bedroom room, recreation room or similar room or area of dwelling units,
receptacle outlets shall be installed so that no point measured horizontally along the floor line in any
wall space is more than 6 feet from a receptacle outlet. C.E.C. Article 210-52.
kitchen countertop receptacles shall be located above the counter
not more than 20 inches above the countertop and may not be installed face -up in the counter. C.E.C.
Article 210.52(C)(5),
kitchens, pantries, breakfast rooms, dining rooms, and similar areas of dwelling
units, receptacle outlets for countertop spaces shall be installed per the following. C.E.C. Article 210-52(C).
A. A receptacle outlet shall be installed at each wall countertop space that is 12 inches or wider. Receptacle
outlets shall be installed so that no point along the wall line is more than 24 inches measured horizontally
from a receptacle outlet in that space,
'B. At least one receptacle shall be installed at each island countertop space with a long dimension of 24
inches or greater and a short dimension of 12 inches or greater.
C. At least one receptacle outlet shall be installed at each peninsular countcrtop space with a long dimension
of 24 inches or greater and a short dimension of 12 inches or greater. A peninsular countertop is measured
from the connecting edge.
►.!0'71^-'_. % ' --, a dedicated 20 -amp branch circuit shall be provided to supply the laundry
receptacle outle4s). CEC Articles 210.11(C)(2). (this circuit shall have no other outlets)
one 120 -volt, 20 -amp branch circuit shall be provided to supply a
bathroom outlet(s). Such circuit shall have no other outlets. (Exception -where the circuit supplies a single
bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied.) CEC
Articles 210.11(C)(3) and 210.52
Vj> rjg:--p lk LSALL. GFI outlet at each sink in the bathrooms. C,E.C. Article 210.8(A).
�IrOT�i--------** all 125 -volt, single-phase, 15 & 20 -ampere receptacles in the locations
specified shall have (GFCI) ground -fault circuit -interrupter protection for personnel. C.E.C. Article
210.8(A).
A. Bathrooms
B. Garages, and also accessory buildings that have a floor located at or below grade level not
intended as habitable rooms and limited to storage areas, work areas and areas of similar use.
C. Outdoors
D. Kitchens, where the receptacles are installed to serve the countcrtop surface.
E. Sinks - where receptacles are installed within 6 feet of the outside edge of the sink.
F. Bathtubs or shower stalls - where receptacles are installed within 6 feet of the outside edge of the
bathtub or shower stall.
G. Laundry areas.
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LL
13'-4" PERF
"T
10 01, .,
f o o ENTRY
30&8 (N) 30b8
kp'TS - "' all 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying
outlets (i.e., receptacles lights, smoke detectors, etc.) installed in dwelling unit kitchens, family
jrooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms,
closets, hallways, laundry areas, or similar rooms or areas shall be protected by a listed combination -
type arc -fault circuit interrupter, installed to provide protection of the entire branch circuit.. C.E.C.
Article 210.12(A).
W O'j'1 — outlets in every kitchen, family room, dining room, living room, parlor,
library, den, sunroom, bedroom room, recreation room or similar room or arca of dwelling units,
receptacle outlets shall be installed so that no point measured horizontally along the floor line in any
wall space is more than 6 feet from a receptacle outlet. C.E.C. Article 210-52.
kX115 required kitchen countcrtop receptacles shall be located above the counter
not more than 20 inches above the countcrtop and may not be installed face -up in the counter. C.E.C.
Article 210.52(C)(5).
07rl . kitchens, pantries, breakfast rooms, dining rooms, and similar areas of dwelling
units, receptacle outlets for countertop spaces shall be installed per the following. C.E.C. Article 210-52(C).
A. A receptacle outlet shall be installed at each wall countcrtop space that is 12 inches or wider. Receptacle
outlets shall be installed so that no point along the wail line is more than 24 inches measured horizontally
from a receptacle outlet in that space.
B. At least one receptacle shall be installed at each island countertop space with a long dimension of 24
inches or greater and a short dimension of 12 inches or greater.
C. At least one receptacle outlet shall be installed at each peninsular countcrtop space with a long dimension
of 24 inches or greater and a short dimension of 12 inches or greater. A peninsular countertop is measured
from the connecting edge.
a dedicated 20 -amp branch circuit shall be provided to supply the laundry
receptacle outlet(s). CEC Articles 210.11(C)(2). (this circuit shall have no other outlets)
at least one 120 -volt, 20 -amp branch circuit shall be provided to supply a
bathroom outlet(s). Such circuit shall have no other outlets. (Exception -where the circuit supplies a single
bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied.) CEC
Articles 210.11(C)(3) and 210.52
Electrical panel and sub -panels grounding shall comply 2016 CEC Article 250-32. Provide separate
grounding wire to each panel from main electrical service entrance panel.
1 . N "".,.. the width of the working space in front of electrical equipment shall be
the width of the equipment or 30 inches, whichever is greater. The depth of the working space in the
direction of liver parts shall not be less than that specified in C.E.C. Table 110.26(A)(1). The height
of the working shall be clear and extend from the grade, floor or platform to a height of 6'-6" or the
height of the equipment, whichever is greater. C.E.C. Article 110.26(A).
all non-locking type 125 -volt, 15 and 20 amp receptacles in the dwelling shall
be tamper-resistant. C.E.C. Article 406.12(A).
Fixtures, lamp holders and receptacles outlets shall be securely supported. A fixture that weighs more than 6
pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder.
CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans. CEC Art.
314.27 (A) & (D).
a0 15 ---- all luminaries located in wet locations shall be marked, "suitable for wet locations" and all
luminaries located in damp locations shall be marked, "suitable for damp locations." CEC Article 410.10(A)
MECHANICAL COMMENTS
(O'7�+ e--'►' ' a closet designed fora clothes dryer, has a minimum opening of 100
square inches for makeup air shall be provided in the door or by other approved means. C.M.C.
Section 504.4.1.
all luminaries installed in residential construction must qualify as "high efficacy
luminaires in accordance with Table 150.0-A. 2016 California Energy Code, Section 150.0(k).
one light in each bathroom, laundry rm, and garage shall be on vacancy sensor.
At outdoor lighting, arnend the plans to show all lights permanently mounted to the residential building or to
other buildings on the same lot are to be
A. IIigh efficacy luminaries and
B. Controlled by a manual on and off switch and
1.Controlled by a photocell and motion sensor, or
2.Photo control, or
3.Astrouomical time clock, or
4. Ener¢v:.manaeement control system (FMCS).
ENERGY COMMENTS
4aTei- ---- the required "Radiant Barrier" is also to be installed on all vertical surfaces
and gable end walls in the attic. California Energy Commission Certificate of Compliance, form CF -1 R.
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1111I IN
!ARCIIITECTURAL COMMENTS:
floors and walls about bathtubs with installed shower heads and
in shower compartments shall be finished with a nonabsorbent swfacc and such wall surfaces shall
extend to a height of not less than 6 feet above the floor. C.R.C. Section R307.2.
j40"f glazing in the following locations to be tempered. C.R.C. Section
R308.4.
A. In all fixed and operable panels of swinging, sliding and bifold doors.C.R.C. Section R308.4.1.
B, in an individual fixed or operable panel adjacent to a door where the where the bottom edge of
the glazing is less than 60 inches above the floor or walking surface and it meets either of the
following: C.R.C. Section 308.4.2
1. Tile glazing is within 24 inches of either side of the door in the plane of the door in a closed
position.
2.The glazing in on a wall perpendicular to the plane of the door in a closed position and within 24
inches of the hinge side of an in -swinging door.
C. Glazing in an individual fixed or operable panel that meets all of the following conditions. C.R.C.
Section R308.4.3.
1. The exposed area of an individual pane is larger than 9 square feet; and
2. The bottom edge of the glazing is less than 18 inches above the floor; and
3.The top edge of the glazing more than 36 inches above the floor; and
4.One or more walking surfaces arc within 36 inches, measured horizontally and in a straight line,
of the glazing.
D. Glazing in walls, enclosures or fences containing or facing hot tubs, whirlpools, saunas, steam
room, bathtubs and showers, and indoor or outdoor swimming pools where the bottom exposed
edge of the glazing is less than 60 inches, measured vertically above the standing or walking
surface. C.R.C. Section R308.4.5
p jO'flf- -----W carbon monoxide alarms shall be installed in the following locations. C.R.C.
Section R315.3.
A. Outside of each separate sleeping area in the immediate vicinity of the bedrooms.
B. On every occupiable level of the dwelling unit, including basements.
C. Whcrc a fuel -burning appliance is located with a bedroom or its attached bathroom, a carbon
monoxide alarm shall be installed within the bedroom.
the following shall be of naturally durable wood or wood that is
preservative -treated in accordance with AWPA U for the species, product, preservative and end use.
C.R.C. Section R317.1.
A. Wood girders when closer than 12 inches to the exposed ground.
u O TC:- lots shall be graded to drain surface water away from foundation walls.
The grades shall. fall a minimum of 6 inches within the first 10 feet, 5%. C,R.C. Section 8401.3.
at least one tinder -floor ventilation opening shall be within 3 feet of
each corner of the building. C.R.C. Section R408.1.
o-1 provide access to all under -floor space. C.R.C. Section R408.4.
A. Access thru the floor shall be a minimum of 18 inches by 24 inches.
B. Access thru a perimeter wall shall be not less than 16 inches by 24 inches.
The weep screed shall be placed not less than 4 inches above the earth or 2 inches above paved areas
and shall be of a type that will allow trapped water to drain to the exterior of the building. The
weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate
on the attachment flange of the weep screed. C.R.C. Section R703.7.2.1.
Where plaster is applied over wood -based sheathing, shall include a water -resistive vapor -permeable
barrier with a performance at least equivalent to two layers of grade D paper. C.R.C. Section
R703.6.3
Amend the plans to clearly show how the enclosed attic and enclosed rafter spaces formed where ceilings are
applied directly to the underside of roof rafters will be provided with the required cross attic ventilation.
C.R.0 Section R806.1. Provide calculations on the plans to show amount of cross ventilation is required
for each separate enclosed attic area or enclosed rafter space. Also clearly show with details, etc. how
the cross ventilation is being provided. Indicate required quantity of vents and specify type, net size and
location of the vents being Installed. On additions the calculations to take into account of any vents
being closed off or removed due to the addition. C.R.C. Section 806.2.
.A. Minimum total net free area shall not be less than 1/150 of the area of the space being
ventilated. (at the cave)
B. The area in item A, may be reduced to 1/300 if at least 40 percent and not more that 50 percent
of the required ventilating area is provided by ventilators located in the upper portion of the attic
or rafter space. Upper ventilators shall be located no more than 3 feet below the ridge or highest
point of the space with the balance of the required ventilation provided by the cave or cornice
vents.
WtO-rZ"i the required I inch clearance is maintained between the insulation and
the roof sheathing and at the location of the vent. C.K.C. Section R806.3.
Provide an attic access. Minimum size 22 inches by 30 inches C.R.C. Section R807.1. Garage, House,
and pool house.
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•—,••—*! two small appliance branch circuits are required for the kitchen and
are limited to supplying wall and counter space outlets for the kitchen, pantry, breakfast room, dining
p
room, and similar areas. Note: The circuits cannot serve outside plugs, range hood, disposals,
dishwashers or microwaves - only the required countertop/wall outlets including the refrigerator.
C.E.C. Article 210.110(1) & 210.52(13).
Norl all 125 -volt, single-phase, 15 & 20 -ampere receptacles in the locations
specified shall have (GFCI) ground -fault circuit -interrupter protection for personnel. C.E.C. Article
210,8(A).
A. Bathrooms
B. Garages, and also accessory buildings that have a floor located at or below grade level not
intended as habitable rooms and limited to storage areas, work areas and areas of similar use.
C. Outdoors
D. Kitchens, where the receptacles arc installed to serve the countertop surface.
E. Sinks - where receptacles are installed within 6 feet of the outside edge of the sink.
F. Bathtubs or shower stalls - where receptacles are installed within 6 feet of the outside edge of the
bathtub or shower stall.
G. Laundry areas.
QOTE: -1 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying
outicts (i.e., receptacles lights, smoke detectors, etc.) installed in dwelling unit kitchens, family
rooms• dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms,
closets, hallways, laundry areas, or similar rooms or areas shall be protected by a listed combination -
type arc -fault circuit interrupter, installed to provide protection of the entire branch circuit.. C.E.C.
Article 210.12(A).
tjb-TE�_- ; J outlets in every kitchen, family room, dining room, living room, parlor,
library, den, sunroom, bedroom room, recreation room or similar room or area of dwelling units,
receptacle outlets shall be installed so that no point measured horizontally along the floor line in any
wall space is more than 6 feet from a receptacle outlet. C.E.C. Article 210-52.
kitchen countertop receptacles shall be located above the counter
not more than 20 inches above the countertop and may not be installed face -up in the counter. C.E.C.
Article 210.52(C)(5),
kitchens, pantries, breakfast rooms, dining rooms, and similar areas of dwelling
units, receptacle outlets for countertop spaces shall be installed per the following. C.E.C. Article 210-52(C).
A. A receptacle outlet shall be installed at each wall countertop space that is 12 inches or wider. Receptacle
outlets shall be installed so that no point along the wall line is more than 24 inches measured horizontally
from a receptacle outlet in that space,
'B. At least one receptacle shall be installed at each island countertop space with a long dimension of 24
inches or greater and a short dimension of 12 inches or greater.
C. At least one receptacle outlet shall be installed at each peninsular countcrtop space with a long dimension
of 24 inches or greater and a short dimension of 12 inches or greater. A peninsular countertop is measured
from the connecting edge.
►.!0'71^-'_. % ' --, a dedicated 20 -amp branch circuit shall be provided to supply the laundry
receptacle outle4s). CEC Articles 210.11(C)(2). (this circuit shall have no other outlets)
one 120 -volt, 20 -amp branch circuit shall be provided to supply a
bathroom outlet(s). Such circuit shall have no other outlets. (Exception -where the circuit supplies a single
bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied.) CEC
Articles 210.11(C)(3) and 210.52
Vj> rjg:--p lk LSALL. GFI outlet at each sink in the bathrooms. C,E.C. Article 210.8(A).
�IrOT�i--------** all 125 -volt, single-phase, 15 & 20 -ampere receptacles in the locations
specified shall have (GFCI) ground -fault circuit -interrupter protection for personnel. C.E.C. Article
210.8(A).
A. Bathrooms
B. Garages, and also accessory buildings that have a floor located at or below grade level not
intended as habitable rooms and limited to storage areas, work areas and areas of similar use.
C. Outdoors
D. Kitchens, where the receptacles are installed to serve the countcrtop surface.
E. Sinks - where receptacles are installed within 6 feet of the outside edge of the sink.
F. Bathtubs or shower stalls - where receptacles are installed within 6 feet of the outside edge of the
bathtub or shower stall.
G. Laundry areas.
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kp'TS - "' all 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying
outlets (i.e., receptacles lights, smoke detectors, etc.) installed in dwelling unit kitchens, family
jrooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms,
closets, hallways, laundry areas, or similar rooms or areas shall be protected by a listed combination -
type arc -fault circuit interrupter, installed to provide protection of the entire branch circuit.. C.E.C.
Article 210.12(A).
W O'j'1 — outlets in every kitchen, family room, dining room, living room, parlor,
library, den, sunroom, bedroom room, recreation room or similar room or arca of dwelling units,
receptacle outlets shall be installed so that no point measured horizontally along the floor line in any
wall space is more than 6 feet from a receptacle outlet. C.E.C. Article 210-52.
kX115 required kitchen countcrtop receptacles shall be located above the counter
not more than 20 inches above the countcrtop and may not be installed face -up in the counter. C.E.C.
Article 210.52(C)(5).
07rl . kitchens, pantries, breakfast rooms, dining rooms, and similar areas of dwelling
units, receptacle outlets for countertop spaces shall be installed per the following. C.E.C. Article 210-52(C).
A. A receptacle outlet shall be installed at each wall countcrtop space that is 12 inches or wider. Receptacle
outlets shall be installed so that no point along the wail line is more than 24 inches measured horizontally
from a receptacle outlet in that space.
B. At least one receptacle shall be installed at each island countertop space with a long dimension of 24
inches or greater and a short dimension of 12 inches or greater.
C. At least one receptacle outlet shall be installed at each peninsular countcrtop space with a long dimension
of 24 inches or greater and a short dimension of 12 inches or greater. A peninsular countertop is measured
from the connecting edge.
a dedicated 20 -amp branch circuit shall be provided to supply the laundry
receptacle outlet(s). CEC Articles 210.11(C)(2). (this circuit shall have no other outlets)
at least one 120 -volt, 20 -amp branch circuit shall be provided to supply a
bathroom outlet(s). Such circuit shall have no other outlets. (Exception -where the circuit supplies a single
bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied.) CEC
Articles 210.11(C)(3) and 210.52
Electrical panel and sub -panels grounding shall comply 2016 CEC Article 250-32. Provide separate
grounding wire to each panel from main electrical service entrance panel.
1 . N "".,.. the width of the working space in front of electrical equipment shall be
the width of the equipment or 30 inches, whichever is greater. The depth of the working space in the
direction of liver parts shall not be less than that specified in C.E.C. Table 110.26(A)(1). The height
of the working shall be clear and extend from the grade, floor or platform to a height of 6'-6" or the
height of the equipment, whichever is greater. C.E.C. Article 110.26(A).
all non-locking type 125 -volt, 15 and 20 amp receptacles in the dwelling shall
be tamper-resistant. C.E.C. Article 406.12(A).
Fixtures, lamp holders and receptacles outlets shall be securely supported. A fixture that weighs more than 6
pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder.
CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans. CEC Art.
314.27 (A) & (D).
a0 15 ---- all luminaries located in wet locations shall be marked, "suitable for wet locations" and all
luminaries located in damp locations shall be marked, "suitable for damp locations." CEC Article 410.10(A)
MECHANICAL COMMENTS
(O'7�+ e--'►' ' a closet designed fora clothes dryer, has a minimum opening of 100
square inches for makeup air shall be provided in the door or by other approved means. C.M.C.
Section 504.4.1.
all luminaries installed in residential construction must qualify as "high efficacy
luminaires in accordance with Table 150.0-A. 2016 California Energy Code, Section 150.0(k).
one light in each bathroom, laundry rm, and garage shall be on vacancy sensor.
At outdoor lighting, arnend the plans to show all lights permanently mounted to the residential building or to
other buildings on the same lot are to be
A. IIigh efficacy luminaries and
B. Controlled by a manual on and off switch and
1.Controlled by a photocell and motion sensor, or
2.Photo control, or
3.Astrouomical time clock, or
4. Ener¢v:.manaeement control system (FMCS).
ENERGY COMMENTS
4aTei- ---- the required "Radiant Barrier" is also to be installed on all vertical surfaces
and gable end walls in the attic. California Energy Commission Certificate of Compliance, form CF -1 R.
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STRUCTURAL NOTES
I. GENERAL
A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPLICABLE LOCAL CODES.
B. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC ITEMS
DEPICTED IN THE ATTACHED CALCULATIONS. REQU I REMENT5 NOT SPECIFICALLY SHOWN IN THE ATTACHED
CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER
BUILDING CODE REQUIREMENTS NOT INCLUDED IN TH15 DESIGN INCLUDING WATERPROOFING, FIREPROOFING,
PRA I NAGE,BUILT-UP BUILDING PAD AND ALL
HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING,
OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS.
G. ALL WATERPROOFING AND FLASHING FOR, BUT NOT L I M I TED TO, ROOFS, FOUNDATIONS FLOORS, ETC. 15
THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
D. SHOULD ANY CHANGES BE MADE ENGINEER, THFRM THE DEN THE ENGINEER WI L1N THESE DOCUMENTS ITHOUT THE
ASSUME NO RESPONSIBILITY FOR ANY
WRITTEN APPROVAL FROM
ELEMENT OR SYSTEM OF THE STRUCTURE.
E. THE CONTRACTOR 15 RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL
SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION Y:ORKEl5 AND THE STRUCTURE
DURING CONDITIONS
HOWN IN THELBE DRAA NGOSMPLISHED SHALL BE USED IF ZANY PART OFBTHE GI ONSTRUCTIO 15 G
F. SIMILAR CONDITIONS S
NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS.
G. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTING ON THE PLANS. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND SHALL BE
FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION.
H. STRUCTURAL DRAWINGS AND DETAILS 5UPERCEDE ANY SHOP DRAWINGS IN ALL CIRCUMSTANCES. THE
CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION 15 IN FULL AGREEMENT WITH THE LATEST
STRUCTURAL DRAWINGS AND DETAILS. THE REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER OF
RECORD IS FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN INCLUDING LOADING AND
DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWIN65 CORRECT.
I. WALL FINISHES SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY
ALLOW THE FINISH TO EXPAND
AND
TO� NSURE TH?�T DEFE OTS N�THEKIN6. IT SHALL BE FINISHES DO NOT HAPPEN.K5PON51 B I L I TY
OF THE OWNER OR CONTRACTOR
J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE 50ALED.
K. FULL-TIME OR PARTIAL SPECIAL8 THS OLLOWING TYPES OIOGONSTRUGLL BE TION SHALLBEBE INSPECTED: UCITEP IN �ANGE
WITH GBG 2016 SECTION
- EPDXY REINFORCING AND ANCHOR BOLTS
THE SPECIAL INSPECTOR BEEXPERIENCEF
GBO QUAL FIIED, AND HEIR SHALL BEBE G COMMECORD AND NSURATE DEPARTMENT AND SHALL RATE WITH
TH15 TYPE OF INSPECTION REQUIRED.
2. DE51 GN REQUIREMENTS:
A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2016 CHAPTER I6,
DIVISIONS I, II, III, AND IV U.N.O.:
B. SEISMIC:
SEISMIC IMPORTANCE FACTOR: I
SEISMIC.SITE GLASS: D
5EI5M!C DESIGN CATEGORY: D
RESPONSE MODIFICATION FACTOR: R = 6.5
MAPPED SPECTRAL RESPONSE ACCELERATIONS: 59 = 0.621, 51 = 0.2-i9
SPECTRAL RESPONSE COEFFICIENTS: 5D5 = 0.559, SDI = 0.343, Gs = 0.055
BASIC SEISMIC -FORGE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS
SEISMIC BASE SHEAR (ULT I MATE) :
HOUSE = 9.08 KIPS
GARAGE = 3.63 KIPS --
POOL HOUSE = 1.65 KIPS
ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORGE PROCEr�URE
G. WIND:
WIND SPEED: 110 MPH
WIND EXPOSURE: G
D. GRAVITY LOAD5:
LIVE LOADS:
ROOF.............................................. 20 P5F
FLOOR............................................. 40 PSF
SLEEPING..................................... 30 P5F
ROOF SNOW .................................. n/a PSF
3. 51TE WORK AND FOUNDATIONS:
A. ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER GBG TABLE 1806.2. UNLESS OTHERWISE NOTED BY
GEOTECHNICAL REPORT. 71NEER HAS
B. BUILDING SITE IS ASSUMED TO BE DRAINED NYNOTHERFREE
GONDITICLAY
050 ENGOUNTEEXPANSIVE
RED MUST BE BROUGHT TO MADE A GEOTEGHN I GAL REVIEW OF SITE,
THE ATTENTION OF THE ENGINEER.
G. ALL FOOTINGS (RETAINING WALL, SPREAD AND WALL FOOTINGS) SHALL BE CONSTRUCTED WITH A. DEPTH
BELOW THE FROST LINE, 12" MIN AND PER LOCAL REQUIREMENT5.
D. ALL FOUNDATION 71:ZENGHE5 SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL.
E. NATIVE OR FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINIIMUM SLOPE OF 5% FOR A
MINI1-iJM 10 FEET HORIZONTAL. FINISHED 5URFAGE5 SUCH AS CONCRETE OR ASPHALT SHALL `',LOPE A
MINIMUM 2% OFc PER ADA REQUIREMENTS.
F. IF BUILDING PAD 15 REQUIRED, FILL MATES ILL �E n BE NE�EINSPECTED ANDVERTII=IED BY A � IIRD
FOREIGN MATERIALS. ENGINEERED FILL
PARTY OTHER THAN THE ENG I NEER OF RECORD.
G. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE OF
THE RETAINED SIDE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT.
H. A GEOTHECHNICAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR AI7JAGL.i�T TO
SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS NOT DESIGNED IN
ACCORDANCE WITH CHAPTER IS SECTION 1505 OF GBG 2016.
I. THIS DESIGN AND GALGBUE BROUGHT TO THE ATTENTION ITIDO FTHE ENGINEER OF1 LS AND 57 ABLE, LEVEL, OR STEPPED
RECORD PRIOR TO
FOOTINGS. IT SHOULD
CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT.
J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXISTING
FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN
I NGREA5ED S I GNI F I CANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. TWE OWNER SHALL BE ADV I SED
sETTLEMENTHAT THE EATS OTHER PROBLEMS A550GIATED WITHH EX1571N6 FOUNDATIONST:ON5 MAY OR MAY NOT BE LY QARE- BEYO D THESCOPEOF
CRACKING AND OT
TH15 DESIGN.
4. CONCRETE:
MINIMUM 25 DAY STRENGTH OF 2,500 PSI U.N.O.
A. CONCRETE SHALL HAVE A M
B. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 AND SHALL BE TYPE lI OR TYPE III LOW ALKALI.
G. AGGREGATE SHALL CONFORM TO ASTM G-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI
REACTIVE AS DETERMINED BY A5TM G -22i, 289, AND 295. IF TEST DATA 15 UNAVAILABLE IN REGARDS
TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45%
BY WEIGHT.
D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST
EDITION OF THE AGI 315.
E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM:
-AT GARAGE SLABS; USE 4 THICK S.O.G. WITH #3 BARS AT 15" O.G. EACH WAY ABOVE MID -DEPTH OF
SLAB OVER MOISTURE BARRIER OVER 4" AGGREGATE BASE.
-AT ALL OTHER CONDITIONS; USE 3-1/2" SLAB S1TH SLAB BUILDUP ATALLMODTHER TH OF SLAB, OR 6X6
WWF ABOVE M i D -DEPTH OF SLAB WITH S
F. SAW -GUT SLAB WITH 3/4" DEEP TSRVALS 5� AL1 RVOT TOCK OEXGEED a' -O" OL AT INTERVALS
SLAB 15 UN -REINFORCED.
WHERE SLAB 15 REINFORCED,
5. REINFORCING STEEL
A. ALL REINFORCING STEEL SHALL BE A5TMSHALL BE A5TM A615,G IE40 FOR #4 RAD 60FOR #5 BARS ARS AND SMALLER. ALL
REINFORCING STEELANND LARGER- AE DED WIRE FABRIC
IS TO BE A5TM A155 WITH LAPPING OF 1 1/2 SPACES.
B. ALL BARS SHALL BE DEFORMED PER ASTM A305.
G. ALL BARS SHALL BE GLEAN AND FREE OF L005E FLAKY RUST, GREASE OR OTHER BOND IMPAIRING
MATERIALS.
D. ALL BENDS SHALL BE MADE GOLD.
E. LAP REINFORCING 40 BAR DIAMETERS, U.N.O.
F. REINFORCEMENT COVER SHALL BE AS FOLLOWS:
-CONCRETE CAST AGAINST AND PERMANENTLY EXP05EP TO SOIL: 5"
-CONCRETE WITH SOIL OR WEATHER EXPOSURE:
#5 BARS AND SMALLER 1 1/2"
#6 BARS AND LARGER 2"
-CONCRETE WITHOUT 501L OR WEATHER EXPOSURE: 3/4"
G. . ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY
SECURED IN P051TION BEFORE AND DURING CONCRETE PLACEMENT.
6. FRAM I N6 LUMBER:
A. MINIMUM NAILING SHALL BE PER GBG 2016 TABLE 2304.9.1, U.N.O.
B. ALL FRAMING MEMBERS SPECIFIED IN THE5E
CONTRACTORS CALCULOPTIONATIONS
ARE MINIMUMS, LARGER MEMBERS OF SAME
SPECIES MAY BE SUBSTITUTE
G. CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF 5HRINKAGE WHICH COULD GAUSS SETTLEMENT OF
ROOF AND OR FLOORS
RPROOF NG SYSTEM THE CONTRACTOR FAILURE OF �ALLTTAK �
MIN& MEMBERS OR
COMPROMISED WATE ALL MEASURES NECESSARY TO
PROTECT FRAMING FROM THE EFFECTS OF 5HRINKAGE.
D. ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF
MATERIAL THAT 15 NATURALLY RE515TANOE TO DECAY.
6.1 MATERIALS:
A. SHEATHING:
-ROOF SHEATH I NG : SEE ROOF FRAMING PLANS
-FLOOR SHEATHING: SEE FLOOR FRAMING PLANS
-WALL SHEATHING: SEE SHEAR WALL 50HEDULE
B. GLUE -LAM BEAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO
WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.
G. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN
SHALLACCORVANr_,E WITH GBO THE FIIELD I N5PEIGOTO,AND A5TM R PRIOR TOC COMPLETION OF FRAME INSPECT515-1. BEAM INSPECTION ION N�5
SHALL BE SUBMITTED
ACCORDANCE WITH GBG 1704.2.
D. MICRO -LAM BEAMS, LVL (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI 4 F\/=285 PSI MIN.,
AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481
E. SILL PLATES SHALL BE pp-55URE TREATED DOUGLAS FIR WITH ANCHOR BOLTS PER SHEAR WALL
SCHEDULE AND 3" X 3" X .229" PLATE WA5HER5 LOCATED AT 6-0" O.G. MAX. WITH ONE BOLT LOCATED
1'-0" MAXIMUM FROM EACH END OF EACH PIECE.
F. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH A5 GRADED BY THE W.W.P.A. OR W.G.L.I.B. AND
SHALL HAVE A MOISTURE CONTENT LE55 THAN Icl%, U.N.O.
-STUDS SHALL BE STUD GRADE OR BETTER-
-ALL POSTS SHALL BE DF -L #1 U.N.O.
-2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.C.
-2X JOISTS SHALL BE DF -L #2 U.N.C.
-CONGEALED BEAMS SHALL BE DF -L #2
-EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE�GRAARD _FOHGR(4X6 AND LARGER)
-ALL BEAMS 6X AND LARGER SHALL BE FREE OF
G. ALL NAILS SHALL BE GOMMONKU.DRIVENERE EXPOSED TO VNEATHER OR AITHIN la"INTO PRESSURE TREATED MATERIAL, NAIL55HALL BETNAILS
HOT
SHALL BE GALVANIZED. AHE
DIPPED GALVANIZED.
H. BOLTS AND LAG SCREWS SHALL BE ASTM A-30-7 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE
RUST.
1. ALL HARDWARE GALLED SHALL BE S I MP50N 5TRON6 TIE CO., OR ENG I NEER APPROVED EQUIVALENT,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED
FASTENERS. ALL CONNECTORS NOR AS OTHE" 5E DIRECTED BY MANUFACTURER FOR CO
GALVANIZED, ZMAX, STAINLESS STEELCORROSION
RES I STANCE ALAI N5T SPECIFIC PRESSURE TREATMENT CHEMICAL.
J. MANUF. iCTURED I JOISTS (SUCH AS TRU55 J015T5, OR BCI) SHALL BE INSTALLED PER THE MANUFACTURES
RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/450 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD
(SUCH AS TIMa3ER STRAND) WITH ALL "I" J015 AS USE
A DOUBLE
ERRIM OR 1-3/4" LVL RIM AT ALL
LOCATIONS WHERE LEDGERS ARE US I",
6.2 BEAM5 AND POSTS:
A. ALL BUILT UP MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 1661NAILS AT 6" O.G.,
T45 U.N.O.
B. BUILT UP MULTIPLY LVL BEAMS SHALL BE FASTENED TOGETHER PER MANUFACTURES RECOMMENDATIONS.
G. PROMPT; DOUBLE FLOOR J015T5 UNDER PARTITION WALL5 RUNNING PARALLEL TO JOIST SPAN AND
UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR
ALL OTHER EQUIPMENT LIMITED TO. HO GWATER HEATER0T BE 5TOVE;T{REFRIGERATORROVEOAN ON THE �IRE L DPL5
OR ACE
INGLIIDING BUT NOT
ENGLOSUREE-, WOOD BURNING STOVE, ETC...
D. PROVIDE SOLID BLOCKING IN JOI5T FRAMING ABOVE -ALL 5UPPORT5
E. SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS ,KITH EQUIVALENT Fi,At-oNG AND
BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
F. VERTICAL GRAIN BLOCKING OR FRAMING SHALL BE USED WHERE POSTS WITH COLUMN GAP5 OR BARING
PLATES ARE SPECIFIED
6.3 WALL FRAMING:
A. TOP PLATT= SPLICES OF STUD WALL5 SHALL BE 4D" LONG WITH (12) I6� SINKERS EACH SIDE OF EACH
SPLICE U.N.O. WHERE SPLICE 15 INTERRUPTED OR PLATE 15 D 15GONT i NUOi.5, USE 572122 S1 -RAP U.N.O.
B. DOUBLE TOP PLATE SPLICES AND JOINTS IN DOUBLE TOP PLATE OF LOAD BE:IARING WALL.5 SHALL OCCUR
AT THE CENTER LINE OF SUPPORTING STUD.
G. FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0"
D. WHERE SHEAR ANCHOR BOLTS HAGKEBT SND INSTKALLATION PER MANUFACTURERS REG MME DACTLY PLACED, USE 5IMP50N 71TEN HP Rp1.t51ITH
6 MINIMUM EMBEDMENT INTO CON
AND CURRENT IGBO REPORT. STACK 2X PLATES.
E. CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIOLI75,
F. NOTCHED AND/OR GUT STUDS TO FIT AROUND ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE
FULL BEARING TO THE FOUNDATION PLATE.
G. LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS
WHICH DO NOT REQUIRE THE GUTTD5PEARE
GIFI N Ar-,rALTERNATIVE.
H. SEE NOTE 6.1-E FOR 51 LL AND ANCHOR BOLT
GEIVING NAILING AT -3" ON CENTER OR LE55 SHALL BE 3X NOMINAL U.N.O. PER PLANS
I. WALL FRAMING RE
AND SHEAR WALL SCHEDULE.
6.4 CONNECTIONS.
ILLED I/I6" OVERSIZE.
A. HOLES FOR THROUGH BOLTS SHALL BE DR
B. ALL BOLTS, NUTS, AND LAG 5CREW5 SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE
BEARING AGAINST WOOD.
G. ALL BOLTS AND LAG 5CREW5 SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE
CLOSING IN OR AT COMPLETION OF JOB.
D. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
8.1: PREFABRICATED ROOF TRUSSES:
A. PREFABRICATED ROOF TRU55E5 SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE
REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND GBG 2303.4.
B. COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION
DETAILS, STAMPED AND SIGN BREGORD PINEER RlOR TO TRU55 IN THE STATE FABRICATION.OF CALIFORNIA, SHALL BE
REVIEWED BY THE ENG 1 NEER OF
G. TRUSS DESIGN LOADS:
-TOP CHORD LIVE LOAD 20 PSF (CONSTRUCTION)
-TOP CHORD DEAD LOAD 5 PS
-BOTTOM CHORD DEAD LOAD 10 PSF
-TOTAL LOAD 55 P5F
-UPLIFT LOAD AS REQUIRED BY THE GBG 2016
D. TRU55 BRI DG 1 NG SHALL BE AS REQU I RED AND SPECIFIED BY THE TRUSS FABRICATOR.
E. TRU55 TO TRU55 CONNECTIONS ARE THE RESPONSIBILITY OF THE TRUSS DESIGNER.
F. TRUSS MANUFACTURER SHALLOBTAIN
HE FOLLOW NG MAXIMUM DEFLECALL NECESSARY APPROVALS TIONS UNDER DESIGN LOAD OM THE LOCAL o LIVE
G. TRUSSES SHALL BE DESIGNSD
LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240
5.2 GUT AND STACKED ROOF FRAMING:
A. GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF
THE LATEST CALIFORNIA BUE P(CHAPTER 25). PURLINS, E
ROVIDED BY THE CONTRACTOR THAT ARE CAPABLE MEI�)IATE SUPPORTS,
AND CONNECTIONS SHALL BE OF TRANSMITTING
ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY:
I. RAFTER MAXIMUM SPANS
A. 2X6 DF -L #2: T -O"
B. 2X8 DF -L #2: 9'-O"
G. 2X10 DF -L #2: II' -O"
2. MINIMUM BRACE SIZE = 2X6
3. MAXIMUM BRAE SPACING = 4'-0" O.G.
4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O.
B. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF
5Y57EM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS
MADE A CURSORY REVIEW OF THE FRAMING 51ZF-5 AND SUPPORT LOCATIONS, AND HAS PROVIDED
GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED
ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN
ACCORDANCE WITH THE LOADING N�G�ON CRITERIA S RIA. IF ANY ErIFIC, ELEMENT REQU RED, PLEA�t GONTAC° THF THE RO= E NGINEERSYS
OR
TEM
15 NOT SHOWN AND DETAILED GO
ADDITIONAL INFORMATION.
Of PREFABRICATED WALL FRAMES:
HARDY FRAME "Z" WALL TJ PANEL, OR
A. PREFABRICATED WALL FRAMES SUCH AS SIMPSON 5TRONG WALL,
OTHER SHALL BE VERIFIED BY THE CONTRACTOR TO BE OF APPROPRIATE HEIGHT AND LENGTH FOR THE
FIELD CONDITIONS PRIOR TO ORDERING ANY PRODUCTS. D I SCREPA.NC I ES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENG I NEE� SOTA�LLED N ACCORDANCE ERIN6. ALL ANCHORW TH I G � REPORTLD AND HORS, AND
SUPPLEMENTAL EQU I PMEN SHALL BE
MAANUFAGTURER'5 RECOMMENDATIONS.
B. COMPLETE SPECIFICATIONS AND CURRENT ICG 2EPORT MUST BE AVAILABLE TO THE INSTALLER FOR
REVIEW PRIOR TO PLACEMENT.
3UTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
ABBREVIATIONS
AB
ANCHOR BOLT
L
ANGLE
ADD'L
ADDITIONAL
LLH
LONG LEG HORIZ.
ADJ
AJAGENT
ri
LLV
LONG LEG VERT.
ALT
ALTERNATE
LONG
LONG 1 TUD I NAL
ANG
ANCHOR
L5L
LONG SLOTTED HOLE
ARCH
ARCHITECTURAL
LVL
LAMINATED VENEER LUMBER
BLDG
BUILDING
MAX
MAXIMUM
ELK&
BLOCKING
MB
MACHINE BOLTS
BM
BEAM
MECH
MECHANICAL
BOT (B)
E30TTOM
MFR
MANUFACTURER
BTWN
BETWEEN
MIN
MINIMUM
MISG.
MISCELLANEOUS
GB
CARRIAGE BOLTS
MTL
ME1'.4L
GGJ
CONTROL JOINT
GIP
GA5T-IN-PLACE CONCRETE
(N)
NEW
GJ
CONSTRUCTION JOINT
NCM
NOMINAL
GLR
CLEAR
N5
NEA?;" SIDE
GMU
CONCRETE MA50NRY UNIT5
NSA
NES 5ON 571JD ANCHOR
GOL
COLUMN
NTS
NOT TO5GAI-E
GONG
CONCRETE
CONN
CONNECTION
OG
ON CENTER
CONSTR
CON5TRUGTION
OD
OUTSIDE DIAMETER
CONT
CONTINUOUS
OH
OPPOSITE HAND
GONTR
CONTRACTOR
OPNG
OPENING
.
GP
COMPLETE PENETRATION
0V5
OVERSIZE ROUND HOLE
GTR
CENTER
PDF
POWDER DRIVEN FASTENER
GTSK
COUNTERSINK
PERP
PERPENDICULAR
DBA
DEFORMED BAR ANCHOR
PL
PLATE
DBL
DOUBLE
PLYWD
PLYWOOD
DF -L
DOUGLAS FIR - LARCH
FL 05
PLACES
PP
-PARTIAL PENETRATION ----_ _
_ _ __ IA _--_-=
DIAMETER _
PT
PRESSURE TREATED -
DJ
DOUBLE JOIST
P/G
PRECAST CONCRETE
DO
- -
DITTO
-
- P/T
- P057-TEN51ONED - -----
DWL
DOWEL -- -
EA
EACH
REINF
REINFORCEMENT
EF
EACH FACE
REQ'D
REQUIRED
EL
ELEVATION (DATUM)
ELEV
ELEVATION
SG
51 -IF CRITICAL
EN
EDGE NAILING
5H6
SHEATHING
EQ
EQUAL
SIM
SIMILAR
E5
EACH SIDE
506
SLAB -ON -GRADE
EXIST (E) EXISTING
55L
SHORT SLOTTED HOLES
EXP
EXPANSION
STD
5TANDF.RD
EXT
EXTERIOR
STIFF
STIFFENER
EN
EACH WAY
5TL
STEEL
50
SQUARE
FF
FINISH FLOOR
5YM
SYMMETRICAL
FIN
FINISH
T 4 B
TOP 4 BOTTOM
FJ
FLOOR J015T
T O (P) TOP OF (PLYWOOD)
FLR
FNDN
FLOOR
FOUNDATION
TOG
TOP -OF -CONCRETE
FOS
FAGS OF STUD
TOF
TOP -OF -FOOTING
F5
FAR SIDE
TOS
TOP -OF -STEEL
FTG
FOOTING
TOW
TOP -OF -WALL
TN
TOE NAIL
GA
GAGE
TYP
TYPICAL
&ALV
&ALVANIZED
UNO
UNLESS NOTED OTHERWISE
61-5
GLUE -LAM BE/�M
HDR
HEADER
VERT
(V) VERTICAL
HGR
HANGER (S I MPSON)
HORIZ
(H HORIZONTAL
WP
WORKPOINT
H�•B
HIGH STRENGTH BOLTS
WWF
WELDED WIRE FABRIC
ID
INSIDE DIAMETER
W/
WITH
INT
INTERIOR
W/O
WITHOUT
J5T
JOI5T
JT
JOINT
K
KIPS
3UTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
16" O.G. MAX SPACING
ll ROUGH
H OPENING
D
W
G
NOTES:
I. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE.
2. PROVIDE (2) BOLTS MIN PER SILL PLATE.
3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENtSITH OF 1 3/4" MAY BE
USED WHEN A STANDARD GUT WASHER 15 ADDED BETWEEN THE PLATE WASHER AND NUT.
SOLE PLATE NAILING 8" O.G. 4. AT EXISTING FOUNDATIONS OR MISSED A.B.'5 PROVIDE 1/2" DIAM. TITEN HD AT REQUIRED
DBL TOP PLATE MIN U.N.O. PER 5.N.5.,1/52
p,B S_PAGING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST,, 8" MIN, END D-1-5- T-.-1 8"
- TitE3, T'I`P PER 4/52 MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER
8" MIN 8" MIN MFR'S RECOMMENDATIONS
RIM OR SOLE PLATE 5. ANCHOR BOLT EMBEDMENT SHALL BE DETERi- INED BY P.T. SLAB ON GRADE DESIGNER
BLOCK BELOW NAILING PER
1/2" M I N � S.W.S., TYP
A.B. PER SHEAR WA! L SCHEN. W/ 2" HOOK
AND 3" X 3" X 0.2211" PLATE WASHER, TYP.
e - / • �0
_ ROUGH - - - - - - - - U.N.O. BY SHEAR WALL SGHED.
OPENING 1/2" MIN J I I �/ 12" MAX6'-Oil MAX AT (1) AND (2) STORY PT F
4 -O MAX AT (3) STORY AND ABOVE SILL
G
BOTTOM
PLATE
PER PLAN
IL L L
ROOF OR FLOOR
SHEAR WALL SCHEDULE
SHEAR
WALL
TYPE
EDGE
NAILING
SHEA-
THING
ALLOW.
LOAD
#/FT
SOLE
PLATE
FASTENING
"51MP5ON"
CLIP
SPACING
1/2" DIA. A.B.-7" EMBED
2X PT SILL 3X PT SILL
A.B. SPACING A.B. SPACING
ADD'!_
NOTES
b
6"
3/8"
164
12d AT II" O.G.
A35 AT 4'-0" O.G.
6'-0" O.G.
6'-0" O.G.
UP TO I6-0"
164
(3) 2X4
b"
3/8"
BOT
I2d AT 7" O.G.
A35 AT 2'-8" O.G.
3'-q" O.G.
4'-3" O.G.
(4) #4 EA WAY
260
F3
411
5/511
550
I2d AT 5 O.G.
A35 AT 2'-0" O.G.
21-111 O.G.
51-3110.0.
4
350
4
4"
3/8"
18"
12d AT 5 O.G.
A35 AT 1-10" O.G.
11-5110.0.
51-0110.0.
4
X32
3
3"
3/8"
TOP AND BOT
I2d AT 4 O.G.
A35 AT I'-5" O.G.
11-0110.0.
2'-4" O.G.
4
685
2
2"
3/8"
5'-6"
16d AT 4" O.G.
A35 AT I' -I" O.G.
WG
1'-a " C.G.
4
�40
A
2 SIDES 411
3/8"
760
16d AT 3" O.G.
A35 AT 11" O.G.
WG
P-6" O.G.
4
1065
33
311
2 SIDES
3/8ll
ciao
Ibd AT 2" O.G.
A35 AT q" O.G.
WG
I'-2" O.G.
4
15,70
22
:2115/511
2 SIDES
1280
1:2d AT 2" O.G.
A55 AT 7" O.G.
WG
0'-10" O.G.
4
17110
NOTES:
I. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.G. MAX,
BLOCK ALL PANEL EDGE5.
2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING TO
BOTH SIDES OF WALL WHE2r- 5PFVFIED "2 SIDES".
3. NAILS: USE Sd COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP PLATE,
SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.G. 12d SINKER
FRAMING PER PLAN ROOF OR PLY NAILING PER'�
FLOOR PLY. PLAN SHANK DIA.=0.135 , 20d COMMON SHANK DIA.=0.177 , DO NOT OVERDRIVE NAILS. _TAGGER SOLE
m -i =PER PLAN AT RETROFIT OR FOUNDATION FASTENING AND PRE -DRILL PILOT 'MOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL PLEMENTS.
-1,., J1 L w4 'a' I J f MISPLACED A.B. B.O. PER PLAN SEE DETAIL 3/52 FOR MORE INFORMATION.
SEE NOTE 4 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING.
P.T. SILL AND
A.B. PER 8/52 '77VTYPICAL NAILING INTO RIM OR BLOCKL5�NORCHBOLT SPACING DETAIL 1 TYPICAL SHEAR WALL SCHEDULE
A. HEADER PER PLAN 9
B. TRIMMER PER SCHEDULE
G. KING STUD PER SCHEDULE S2 NO SCALE SZ NO SCALE S2 NO Sc9LE
D. (2) A55 AT MULTILE KING STUDS
E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRAGED STUD LENGTH
F. BLOCK SOLID AT MULTIPLE STUDS AND CONTINUE MULTIPLE STUD GROUP TO 3" GLR
FOUNDATION. 3" GLR
G. NAIL MULTIPLE TRIMMERS/NTNG STUDS TOGETHER WITH 16d AT 12" O.G. 5TA66ERED,
U.N.o.
H. WALL STUD PER PLAN, DF#2 AT 16" O.G. U.N.O.
I. POST PER PLAN d REINFORCING PER SGHED.
z
13
2X4 WALL OPENING SCHEDULE .9 PLATE WAL PER PLIAN wAl PER PLIAN
Z
Cr'ENING SIZE (A)
HEADER SIZE
TRIMMERS
KING STUDS
UP TO 4'-0"
SEE PLAN
(1) 2X4
(1) 2X4
4'-0" TO 6'-011
SEE PLAN
SEE PLAN
(1) 2X4
(2) 2X4
(2) 2X4
(2) 2X4
6-0" TO 8'-0"
8'-0" TO 10'-0"
SEE PLAN
(2) 2X4
(3) 2X4
UP TO I6-0"
SEE PLAN
(3) 2X4
(3) 2X4
2X6 WALL OPENING SCHEDULE is PLAN
OPENING SIZE (A)
HEADER SIZE
TRIMMERS
KING 5TUr7S
UP TO 6-0"
SEE PLAN
(1) 2X6
(1) 2X6
6'-O" TO 8'-O"
5EE PLAN
(2) 2X6
(1) 2X6
8'-O" TO 10'-O"
SEE PLAN
(2) 2X6
(2) 2X6
UP TO I6' -O"
SEE PLAN
(2) 2X6
(2) 2X6
tuDBL SIDED �� DBL 51DELI
Q THICKNESSIL
SHEAR PLY W
SHEAR ALL SHEAR PLY :< SHEAR WALL
PER PLAN WHERE OCCURS PER PLAN
• • • • 3" GLR / WHERE OCCURS
-'�- H.D. PER.
- DIt�tEN518N "I�" -- -
E.N. =.t:'. W4€P€ OCCURS PLAN - E.N. WHERE
A FQOTING SECTION FTF STRAP FTF STRAP
OCCURS
O
FOOTING PLAN OEr'V PER PLAN PER PLAN
E.N. SHEAR L
PER PLAN
E.N. R PLY
PER PLAI`'I.
FOOTING SCHEDULE
GOUT. WALL ~ COMi P' POS
` PER PLAN
DONT. WALL COMP. POST
PER PLANALL
FOOTING TYPE
THICKNESS, U.N.O.
DIMENSION A
DIMENSION B
REINFORCING
LOCATION
F;._S
12"
I'-6"
I'-6"
(2) #4 EA WAY
BOT
F2
12"
2'-O"
2'-0"
(3) #4 EA WAY
BOT
F2.5
12"
2'-6"
2'-6"
(4) #4 EA WAY
BOT
F3
12"
3'-O"
3'-0"
(4) #4 EA WAY
BOT
F3.5
12"
3'-6"
3'-6"
(5) #4 EA WAY
BOT
F4
18"
4'-0"
4'-0"
(6) #4 EA WAY
TOP AND BOT
F4.5
18"
4'-6"
4'-6"
(6) #4 EA WAY
TOP AND BOT
F5
IS"
5'-O"
5'-0"
(10) #4 EA WAY
TOP AND BOT
F5.5
18"
5'-6"
5'-6"
(11) #4 EA WAY
TOP AND BOT
F6
18"
"
6'-0
b'-0"
(12) #4 EA WAY
TOP AND BOT
E.N. SHEAR L
PER PLAN
E.N. R PLY
PER PLAI`'I.
HOLIDOWM SCHEDULE
GOUT. WALL ~ COMi P' POS
` PER PLAN
DONT. WALL COMP. POST
PER PLANALL
51MP5ON
MODEL
NUMBER
MIN.
COMP.
POST
DIST. FROM
CENTER OF
GONG. ANCH. TO
FACE OF POST
ANCHOR TYPE, U.N.O. PER
PLAN, SEE NOTE 2,5
I OR 2 1 2
POUR POUR POUR
NAILS/
SDS
SCREWS/
POST BOLTS
MIN.
STEM
WALL
WIDTH
HDU2
DBL 2X
15/161,
SB 5/8x24 55TB16 55TB20
6 SCREWS
6"
HDU4
DBL 2X
15/161
SB 5/8x24 55TB20 55TB24
10 SCREWS
6"
HDU5
DBL 2X
1 5/16"
5B 5/ax241 SSTB24 15B 5/8x24
14 SCREWS
b"
HDUB -
6X6
1 3/8"
SB -1,'8x24 - SSTB28- 55TB34-
20 SCREWS
- 8" -
HDUII
6X5
13/5',
1"54, NOTE 3
30 SCREWS
8"
HDU14
6X6
1 11/I6"
I"I/8, NOTE 3
36 SCREWS
8"
ILD tL
5THD8/RJ
DBL 2X
1 1/2"
STUD
(24) 16d
6"
STHDIO/RJ
DBL 2X
1 1/2"(28)
i�o
I6I bd
6"
STHD14/RJ
DBL 2X
1 1/2"
1
(38) I&d
6"
E.N. SHEAR L
PER PLAN
E.N. R PLY
PER PLAI`'I.
NOTES:
HOLDOWN5 SHALL BE INSTALLED PER MANUFACTURER'S REGOM, ENDAT10N5.
GOUT. WALL ~ COMi P' POS
` PER PLAN
DONT. WALL COMP. POST
PER PLANALL
2.
MIN EMBED FOR 51MR50N 58 5/8 AND SB 7/8 SHALL E3E ;8". SEE PLAN FOR EMBED IN
WHERE OCCURS
WHERE OCCURS
(IS) 8d
OTHER GA5E5. WHERE 3X SILL PLATE IS REG'D AND 55TB BOLTS ARE USED,
i'-2"
(26) ad
(2) 0514
ORDER 55TB##L FOR LONGER THREAD LENGTH.
(36) 8d
(4) GS16
3.
PROVIDE F1554 GR36 THREADED ROD WITH 28" MINIMUM EMBED IN MONOPOURED
STRAP
HOLDOMW
(72) 8d
GONGRETE AND NUT WITH 1/2" THICK BY 3" 5Q. PLATE WASHER AT BOTTOM OF
8"
(25) ibd SINKERS
GM5T14
EMBEDDED END.
(33), IOd
CM5TI2
4.
DOUBLE STUDS SHALL BE NAILED TOGETHER WITH Ibd OR I2d (DIA.=0.131") AT 6" O.G.
[U
(Y�WW�
+
STAGGERED.
A.B. PER
5.
STRAPS: MINIMUM FOUNDATION END DISTANCE FOR STRAP HOLIDOWN5 IS 1 1/2". NAIL
51ZE FOR STRAP HOLDOWNS IS Ibd SINKER (0.148" DIA. X 3 1/4" LENGTH)
14 TYPICAL WOOD STUD WALL ELEVATION 1a SPREAD FOOTING SCHEDULE 6 TYPICAL STRAP/HD PLAN SECTION HOLDOWN SCHEDULE
S2 NO SCALE S3 NO SCALE J2 NO SCALE S2 NO SCALE
TOP PLATE
AND 5PLIGE 3X STUDS WHERE 9 8 (5) Ibd AT LAP WALL CORNER
SHEAR PLY PER 4/52
E
PER PLAN E.N. SHEAR PLY E.N. Q'D PER SWS 52 53 5PLIGE, TYP WHERE OCCURS
PER PLAN
E.N. L I = TTS =/7�
L/3 L/3 L/3
E.N. PER
SHEAR TRANSFER STRAP SCHEDULE
STRAP REO'D
MIN. END/LAP LENGTH
END LENGTH NAIL allANT1 TY
0516
I'-2"
(13) 8d
0514
i'-7"
(IS) 8d
(2) 0516
i'-2"
(26) ad
(2) 0514
I'-7"
(36) 8d
(4) GS16
I'-2"
(52) 8d
(4) 0514
I'-7"
(72) 8d
GMSTGI6I''
8"
(25) ibd SINKERS
GM5T14
:2-41f
(33), IOd
CM5TI2
3'-3"
(43) IOd
z � w
v to
I
6"
I
DONT. HDR
113/16"
X�p
- 2 5/16"
1/8" GAP
PER
SWS
NOTES:
mIL
RAI.,ED
FLOOR
PLAN 8
z SGHED.,
o
O
MANUF.,
TYP
i K
[U
(Y�WW�
+
A.B. PER
SWS
0J4
Lu
;
ILD tL
><D/3
D/4
I. NOTCHING SHALL NOT OCCUR WITHOUT WRITTEN CONSENT FROM ENGINEER OF RECORD.
STUD
F.N. R SW
i�o
5PAG I NG
I (
COMP.
POST
2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH Ibd OR i2d (DIA.=0.131") AT 6" O.G. STAGGERED.
+ + + +
+
--- E.N.
HOLES PERMITTED WITHIN
HATCHED AREA ONLY
2. MAX BORED HOLE DIAMETER UNLESS SPECIFICALLY NOTED OTHERWISE = 0/4.
PER SWS
A
REQ'D PER
CONT. BEAM
PER PLAN
I
tX
O
I
HD
SGHED.
Q Q
I
6"
I
8"
113/16"
X�p
- 2 5/16"
w�Lu = m STRAP PER
2 13/16"
NOTES:
mIL
RAI.,ED
FLOOR
PLAN 8
z SGHED.,
" Q
I
O
(Y W lX 15/52
I
i K
[U
A.B. PER
SWS
0J4
Lu
I. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
x1:
4a0
I. NOTCHING SHALL NOT OCCUR WITHOUT WRITTEN CONSENT FROM ENGINEER OF RECORD.
i�o
HOLDOWN POST
4"
7/8"
6"
15/51,
8"
113/16"
10"
- 2 5/16"
12"
2 13/16"
SHERA PLY
BLKG AS REQ'D PER PLAN
AT PANEL EDGES -
SB I HD PER PLAN
SILL PLATE I•I 4 pI
PER SWS I 53 I )
RIM AT
NOTES:
PER PLAN
4 2/52
NOTES:
RAI.,ED
FLOOR
A.B. PER
SWS
I. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
I. NOTCHING SHALL NOT OCCUR WITHOUT WRITTEN CONSENT FROM ENGINEER OF RECORD.
A.B.
PER
2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH Ibd OR i2d (DIA.=0.131") AT 6" O.G. STAGGERED.
2. MAX BORED HOLE DIAMETER UNLESS SPECIFICALLY NOTED OTHERWISE = 0/4.
HD SGHED.
SHEAR WALL LENGTH
°
3. AT (4) STRAP LOCATIONS USE (2) STRAPS AT EXTERIOR FACE OF POST AND (2) STRAPS AT
3. HOLES SHALL NOT BE SPACED LESS THAN "D" INCHES, CENTER TO CENTER.
INTERIOR FACE OF POST
FND PER PLAN 12"
MIN
SHEAR TRANSFER ST RAP SCHED ULE
- RA
11 SHEAR PORTAL FRAMING DETAIL(_7
` TYPI JOIST PENETRATION
3 TYPICAL SHEAR WALL ELEVATION15
S2 NO SCALE
52
NO SCALE
S2 NO SCALE
S2 1 STIURYCONDMON
NO SCALE
SHEAR PLY
NOTE:
SHEAR PLY
CORNER WHERE OCCURS
(5) Ibd NAILS AT CORNER OR INT. WALL
USE 05I6 STRAP X (OPENIN(5 WIDTH +32")
STRAP
2X BLOCKING
PER PLANHEAR
-�
PLY
E.N.ENPER PLAN r E.N.
LONG ABOVE AND BELOW OPENING W/
f
ibd SINKERS AT 4'-O" MIN. LAP LENGTH TYP
Ibd SINKERS AT
8d NAILS AT 2 1/16" 0.r-,. - CENTER
_
I6" D.G. (12) MIN. Ibd SINKERS AT I6" D.G.
16" O.G. (12) MIN.
STRAP ON OPENING
E.N.
+
+ + +
+ + + + + +
+
E.N.
COMPRESSION POST PER HD SGHED
BETWEEN SPLICES (12) MIN. BETWEEN SPLICES
BETWEEN SPLICES
A
_T1
BEAM PER PLAN
+
+
+
HOLDOWN PER PLAN
^,
DBL TOP PLATE OPENING
STRAP PER
+
4X6 BLOCKING
THREADED ROD
EXTENSION 48 MAX
PER 8/SDI
WIDTH CONT. KING STUD
PLAN $
PER PLAN
1:24"MAX
SGHED. 15/52
I+
+
SIMPSON o
+
WRAP STRAP AT
CORNER AS REQ'D
P.T.D.F. SILL PER 5/52 CN W
-STUD AT EA SP ICE
L
DBL TOP PLATE
z
I
+
_
CORNER OR INT. WALL WHERE OCCURS
HEADER PER PLAN
+
+ + +
+
+ -..
E.N.EN
.........r
FRMiT #
- STRAP PER
SOLID BLOCKING
(1) #4 WITHIN SHEAR
TYPICAL TOP PLATE SPLICE
BUTTE COUNTY DEVELOPMENT SERVICES
`t NOTE
N
LAP LENGTH
+
X
�
00
GONE OF HD A.B.
.... ....... ........ ..... ......
`
REVIEWED FOR
`
EDGE NAIL
PER I I/S4
I
(
X IL
CODE COMPLIANCE
Z =
OPENING
I6" MIN TO
END OF
ALONG
BLOCKING
TRIMMER PER PLAN ---,,\
�
-
DBL TOP ST2122 STRAP U.N.D.
PLATE PER �- -2 BY c rL
Z �
W(L W
- X
<t Q
(`!
SHEAR WALL
I +
I- p
O
w,n n <
"" `
CONT. FND
DETAIL ABOVE CENTERED ON
D I SCONT I NU 1 TY
CONT. WALL
-y
O
I°I
_
Q
WHERE
:� WHERE OCCURS
I�
_ _
- -_
EDGE NAIL
I
+
w4
_
° a
OCCURS
(5) Ibd NAILS
STRAP
IIII
I`I
I
I
ALONG
BLOCKING
X
d 4
O
a
a
+ +
+.
PER NOTE
A
I
°
I I
Lu
+
; +
Z
I I
I I•I
O
55T5 A.B. PER+
d
-
'n
PLAN OR HD
°
i ^' ° 11 11 ILII I.I
III II IIII i
BOTTOM 1.11111 IIII II
PLATE i I I i I i l i i l I( SHEAR Y
PER PLAN
I I I I I°I
11LLL-- IL-- -.11
EDGE NAIL ALONG OPENING
16 SHEAR WALL OPENING DETAIL
S2 NO SCALE
HOLDOWN POST
PER PLAN $ 7/52
SHEAR WALL LENGTH
12 SHEAR PORTAL FRAMING DETAIL
S2 )
50HED. 2/SD2 a a
° » STUD AT EA 5PLIGE _ +
a
........... ............. ..........................
TYPICAL TOP PLATE PARTIAL PLANAT TOP
T TP /v _11 1rfYtf Tr T1/TR IF TW I P"7T11 I M - -
gTYPICAL HOLDOWN DETAIL
NO SCALE S2
4 TYPICAL TOP PLATE SPICE DETAIL
NO SCALE S2 NO SCALE
STRAP
PER PLAN
NEW EXISTIN6
MING FRAMING
ROOF FRAMING NOT
SHOWN FOR CLARITY
DBL TOP
PLATE PER
4/52
RAMING
AN
13 DRAG CONNECTION
S3 NO SCALE
ROOF PLY PER PLAN
DRAG STRAP AND BLK
WHERE OCCURS PER PLAN
E.N.
SOLE NAILING PER 5W5
2X BLOCK
A55 WHERE HI EA TRUSS, TYP
ROOF TRUSSES, B.O. OCCURS
E.N.
DBL TOP PLATE PER 4/52 SHEAR PLY
PER PLAN
SHEAR PLY WHERE OCCURS
AT "2-5IDE" GOND
WALL FRAM NG PER PLAN D I M PER
PLAN
TYPICAL EAVE DETAIL
NOTCH END RAFTER--; ol 1 /2 STRAP
��
1'-5 MAX FOR OUTLOOKERSLENGTH
E.N. STRAP
/---ROOF PLY PER PLAN PER PLAN
FASCIA \A I
9
53
ROOF FRAMIN
PER PLAN
NO SCALE
WALL FRAMING
TO BE REMOVED
2X LEDGER WITH (2)" X 4"
2X RIMSDS SCREWS AT I6" O.G.
(E) FLOOR PLY FLOOR PLY
(E) FLOOR JOIST PER PLAN PER PLAN
(E) P.T. SILL
�- LU HANGER FLOOR JO I 5
z PER PLAN
(E) FOUNDATION
— 12" MIN
('5(E) FOUNDATION - LEDGER DETAIL
LE
NO SCA
SHEAR AT I N51 DE FACE
WHERE OCCURS PER PLAN
WALL FRAMING PER PLAN
BLOCK SOLID AT P05T AND H.D.
SHEAR PLY PER PLAN
2X DECKING AND
NAILING PER PLAN SOLE NAILING
E.N.
FLOOR JOIST PER PLAN 2X RIM
P.T. SILL AND A.B. PER 5/52
E.N.
8" MIN SLAB ON
.................................................. GRADE
z
PER PLAN
............ WHERE
OCCURS
€ 6" MINED <'� SLOPE FINISHED
GRADE WAY
FROM FND
#4 AT 24 O.G. HORIZ
#4 AT 18" O.G. VERT -HIM,
=I
WHERE STEM > 24"
3" CLEAR
-- 12" MIN (1) #4 CONT. TOP AND BOTT
TYPICAL FO UNDA77ON DETAIL
FLOOR PLY AND
NAILING PER PLAN
50LID BLOCKING -\
WALL FRAMING PER PLAN I/
BLOCK 50L I D AT POST AND H.D.
SHEAR PLY PER PLAN
2X DECKING AND
G NAILING PER PLAN SOLE NAILING GIRDER PER PLAN WITH
NO SCALE
FLOOR JOIST PER PLAN LAP 6"
ON CENTERLINE OF GIRDER
E.N. BG 1105T GAP AT POSTS (5) 8d TOENAILS PER F.J.
FLOOR PLY
FLOOR JOIST PER PLAN 2X RIM PER PLAN 4X6 POST WITH (4) I(6d z
TOENAILS TO PIER
I
(E) P.T. 51 LT T
L `
"WET5ET"
B.O. E.N. PRECAST
r T _ _ _ _ _ _� RAFTER PER PLAN PLATE PER FLOOR JOIST
4/52 z PER PLAN GONG. PIER j
E.N. FLOOR JO I ST/LEDGER WI TH -
DBL TOP PLATE 2X12 BLOCK AT 24" r—i I I �p (3) Ibd NAILS AT 16" O.G. €
O.G. WITH (3) Ibd BEAM PER PLAN --� - £
PER 4/52 WALL FRAMING "
TOE NAILS EA END, I �
PER PLAN `
SHEAR PLY POST PER PLAN
PER PLAN DBL 2X MIN
v.r.
z
WALL FRAMING PER
PLAN SEE 8/54 €µ:::L
FOR MORE INFO (E) FOUNDATION
. 'q_ DIM PER PLAN �- �-FOUNDATION
PER PLAN
— 12" Ml -
('i 4
I
14 GABLE END AT BALLOON FRAMED WALL
S3 1 NOSCALE
E.N.
ROOF PLY 2X BLOCK
PER PLAN ---\
RAFTER PER PLAN
ROOF PLY
PER PLAN
RAFTER
PER PLAN
EA RAFTER
BEAM PER
PLAN
15 :)IRIDGE BEAM CONNECTION
1p DRAG BEAM CONNECTION 6 (E) FOUNDATION - LEDGER DETAIL Z INTERIOR FOUNDATION
S3 NO SCrlI.B "3',) NO SCALE ,3 NO SCALE PER PLAN
DIM PER
ROOF PLY (5) TOE NAIL PLAN
PER PLAN E.N. Z�
-Z:
ROOF ROOF PLY PER PLAN
TRUSSES, B.O. 2X6 FLAT RAr-TER PER PLAN
Jr
OUTLOOKERS
AT 24" O.G. DRAG STRAP AND BLK
PLYWOOD, NAILING WHERE OCCURS PER PLAN
AND FINISH PER PLAN (3) Ibd SPLICE
AT CONN. E.N.
DRAG E.N. ROOF PLY
TRUSS, B.O. PER PLAN -
RAFTER + j
WHERE + 2X BLOCK
(2) Ibd EA WEB OCCURS - - - - - -
2X6 BLK AT A55 CLIP WHERE MEMBER OF A55 WHERE OCCURS H I EA RAFTER, TYP.
4'-0" O.G. W/ (3) OCCURS PER SHEAR
DRAG TRU55 \ E.N.
Ibd T.N. EA END WALL 5GHED /\ DBL TOP PLATE PER 4/52
SHEAR PLY WHERE OCCURS / \
ROOF AT 2-51DED WALL5 - SHEAR PLY PER PLAN
TRU55, B.O.
WALL FRAM I Nv
(3) Ibd TOE NAILS EA BLK E.N. PER PLAN DIM PER
PLAN
DBL TOP PLATE PER 4/52 SHEAR PLY PER PLAN
NOTE: WALL FRAMING PER PLAN
CONTRACTOR SHALL VERIFY NOTCH DEPTH
AND LOCATION WITH TRU55 MFR. PRIOR TO
GUTTING SEAT GUT FOR OUTLOOKER.
11 SHEAR TRANSFER AT ROOF TRANSITION
EAVE DETAIL
S3 S3 NO SCALE S3
2X BLK AT BRACE
ROOF PLY E.N. (5) TOE NAIL
E.N. E.N. PERPLAN E.N.
E.N.
I 0A HA L I
ROOF PLY PER PLAN '
14�/jSGHED.
2X VERT BLK EA
5EE HOLD DOWN 50HEDULE
SIDE OF FRAMING STRAP PER PLAN
E.N.
WHERE OCCURS
DBL TOP
PLATE
o PER 4/52
E.N. DBL TOP
PLATE
2X BLOCK I
WALL K DTH REQU I REMENT5
E.N.
PER 4/52
PER 4/52
PER PLAN
DRAG
SHEAR PLY
PER PLAN
SHEAR PLY
TRUSS, B.O.
2X BLOCK TO MATCH
WALL BELOW
OCCURS AT 2-51DED WALL
SHEAR PLY PER PLAN
O O O O
W/ 8d 4" O.G.
MIN
(3) I bd EA
NOTCH AT
0 WEB/CHORD
GARAGE DOOR
2X VERT A55 CLIP WHERE
2X CONT. BLK W/
0 0 BLK EA SIDE A OCCURS PER
SOLE NAILING
OF TRUSS SHEAR WALL
EXTERIOR
N\�
F 1
14�/jSGHED.
PER SWS. SOLE NAILING
PER SW5
5EE HOLD DOWN 50HEDULE
E.N.
FOR ADDITIONAL STEM
DBL TOP
PLATE
o PER 4/52
E.N. DBL TOP
PLATE
E.N. 3
DBL TOP PLATE�AL1`
WALL K DTH REQU I REMENT5
L SHEAR
PER 4/52
PER 4/52
PER PLAN
SHEAR PLY
PER PLAN
SHEAR PLY SHEAR PLY
PER PLAN PER PLAN
A
16 SHEAR PANEL BLOCKING DETAIL
S3 NO SCALE
WALL FRAMING r- �-..
12 DRAG TRUSS CONNECT 7ON DETAIL
NO SCALE
DIM PER
PLAN
ROOF
TRUSSES, B.O. I 2X6 FLAT
OUTLOOKER5
AT 24" O.G.
.U55,
GABLE END
TRUSS, B.O.
orz—
- 2X6 BRACE AT
4'-0" O.G. W/ (4) Ibd PLYWOOD,
NAILS EA END NAILING AND
2X6 BLK AT FIN 15H PER PLAN
X CONT. 4'-0" O.G. W/ (3) HGAIO AT 48" O.G. AND
SLK W/ SOLE Ibd T.N. EA END A55 CLIP WHERE
AILING PER OCCURS PER SHEAR
WS I WALL SGHED
DBL TOP E.N.
PLATE PER (3) Ibd TOE NAILS EA BLK
4/52
SHEAR PLY DBL TOP PLATE PER 4/52 SHEAR PLY PER PLAN
PER PLAN
NOTE:
WALL FRAMING PER PLAN
CONTRACTOR SHALL VERIFY NOTCH DEPTH
AND LOCATION WITH TRU55 MFR. PRIOR TO
GUTTING SEAT GUT FOR OUTLOOKER.
g TYPICAL GABLE END DETAIL
NO SCALE S3 NO SCALE
P05T BASE PER PLAN
ol
S.O.G. PER PLAN ° 2 " GLR M I N
-'� F I N I SHED
DEPTH PER GRADE
PLAN
J � 4
RE INFORG I NG
5" GLR--:r—
WIDTH PER PER 50HED.
PLAN
WITH 5LAE3
P05T PER PLAN
P05T BASE PER PLAN
.°°
b MAX
2" GLR MIN
�
FINISHED
DEPTH PER
PLAN
RE I NFORC I NG
3" GLR WIDTH PERPER 5GHED.
PLAN 4
WITHOUT 5LAB
�3FOUNDAT[ONAT EXTERIOR POST
NO SCALE
NO SCALE
DRAWING NUMBER
NOTE:
5EE HOLD DOWN 50HEDULE
FOR ADDITIONAL STEM
WALL K DTH REQU I REMENT5
AT SHEAR WALL LOCATIONS
SHEAR PLY WHERE
OCCURS AT 2-51DED WALL
SHEAR PLY PER PLAN
WALL FRAMING PER PLAN
NOTCH AT
GARAGE DOOR
PTDF SILL AND ANCHOR PER 5/52
OR THRESHOLD E N . -
EXTERIOR
N\�
EXPANSION JOINT
5.0.6. WHERE
OCCURS
CONCRETE SLAB
= z
ON GRADE
dJ —
6" MIN
;
FINISHED•
GRADE
UNDERLA)MENT
r,9 ,
PER PLAN
O
' ........' #4 AT 24" O.G. HORIZ
#4 AT 15" O.G. VERT
WHERE STEM > 24"
#4 CONT TSB, U.N.O.
i
i- ERMIT #---
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
n:,TE'�7 _ BY
('4 E=RIOR GARAGE WALL FOUNDATION
NO SCALE
DRAWING NUMBER
,
E>17.ftr
os3a l �s33 jos3y