Approved drawings and documentsCommunity Development Department
Planning Division — Cupertino
'CUPERTINQ APPROVED
Case # DIR-2
Applicatioi umbers)
Approval Body: Director Staff
Approval Date 08/27/�'
Signature Gian Paolo rtire
Case anager
Palo Alto
PROPOSED ADDITION & REMODEL
LOCATED AT 11602 SEVEN SPRINGS DR., CUPERTINO GA - SANTA CLARA COUNTY
:1 :,u,._
Mountain
View
Santa Clara
M
Cupertino
LOCATION MAP
SCALE: NO SCALE
PROP05ED
41 5F ADDITION
I
5EE NOTE 1 I -as—
SITE PLAN
SCALE: 1" = 10 '
San Jose
R=50'
(E) GA5 METER
(E) WATER METER
Project Narrative:
THE RESIDENCE WITH THE PROPOSED ALTERATIONS 15 LOCATED AT 11602 SEVEN SPRINGS DR. -
CUPERTINO, GA.
THE PROPOSED PROJECT CONSISTS OF SQUARING OFF THE EXISTING DINING ROOM WHIGH
RESULTS IN A 41 5F ADDITION. NEW ROOF RAFTERS WILL BE INSTALLED TO CONTINUE THE EXISTING
ROOF LINE. THE KITCHEN WILL BE REMODELED AND THE BEARING WALL BETWEEN THE KITCHEN
AND LIVING ROOM WILL BE REMOVED AND REPLACED WITH A NEW SUPPORT BEAM.
Project Data:
THIS PROJECT GONFORM5Z0:
2016 CALIFORNIA BUILDING CODE, VOLUME 1 & 2
2016 CALIFORNIA ELECTRIC CODE
2016 CALIFORNIA ENERGY CODE
2016 CALIFORNIA GREEN BUILDING GODS
2016 CALIFORNIA PLUMBING (2015 UPG)
2016 MEGHANIGAL (2015 UMG)
2016 CALIFORNIA RESIDENTIAL GODS A5 AMENDED BY THE STATE OF CALIFORNIA AND LOCAL
JURI5DIGTION5 ARE APPLICABLE TO TH15 PROJECT
GUPERTINO MUNICIPAL GOOF _ ., I� I� ^ "O'� ^ '.0" �.#' � �
ZONING: RE-51DENTIAL SINGLE FAMILY
OCCUPANCY: R-3
TYPE OF CONSTRUCTION: V-B
SPRINKLERS: NO
5TORIE5:2
APN: 366-54-016
LOT 51ZE: 4,g00 5F
EXISTING BUILDING ENVELOPE: 2,05q 5F
NEW BUILDING ENVELOPE: 2,Og8.4 5F
EXISTING LOT COVERAGE: 42.0%
NEW LOT COVERAGE: 42.8%
EXISTING 15T FLOOR LIVING AREA: 1,336.5 5F
NEW 15T FLOOR LIVING AREA: 1375A 5F
EXISTING 2ND FLOOR LIVING AREA: g63.1 5F
NEW 2ND FLOOR LIVING AREA: g63.1
General Notes:
ALL PLANS ARE FOR APPROXIMATE LOCATIONS FOR STRUCTURAL ITEMS SHOWN. VERIFY IN FIELD
ALL CONDITIONS AND MEASUREMENTS. DO NOT SCALE FROM PLANS.
1. CONTRACTOR SHALL SLOPE THE GRADE AWAY FROM THE FOUNDATION AS INDICATED BELOW:
1.1. AT A 5% SLOPE FOR A MINIMUM DISTANCE OF 1 O' MEASURED PERPINDICULAR TO THE FACE
OF THE WALL.
1.2. IF THE BUILDING 51TE DOES NOT ALLOW FOR 10' OF SLOPE, THE INSTALLATION OF DRAINS
AND/OR 5WALE5 15 REQUIRED.
1.3. IMPERVIOUS SURFACES WITHIN 10' 5HALL BE SLOPED AT A 2% MINIMUM GRADE AWAY
FROM THE EXISTING FOUNDATION.
2. THE INTENT OF THESE PLAN5 15 TO SHOW ALL ITEMS NEGE55ARY TO COMPLETE THE
5TRUCTURE(5). FOR ITEMS, METHODS, AND/OR MATERIALS NOT SHOWN, THE MINIMUM
REaUIREMENT5 OF THE 2016 GBG SHALL GOVERN. ALL WORK AND CONSTRUCTION SHALL
COMPLY WITH ALL OTHER APPLICABLE BUILDING GODE5, SOILS REPORTS, REGULATIONS, AND
SAFETY REQUIREMENTS.
3. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN
OR NOTED OTHERWISE. DETAILS NOT FULLY SHOWN OR NOTED SHALL BE 51MILAR TO DETAILS
SHOWN FOR 51MILAR CONDITIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF
CONSTRUCTION.
5. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE
SHORING, BRACING, AND FORMWORK. ETC., A5 REQUIRED FOR THE PROTECTION OF LIFE AND
PROPERTY DURING THE CONSTRUCTION OF THESE IMPROVEMENTS. SHORING AND BRACING
SHALL REMAIN IN PLACE UNTIL FLOORS, ROOF, AND WALL SHEATHING HAVE BEEN ENTIRELY
CONSTRUCTED. SHORING DRANINC75 AND CALCULATIONS SHALL BE SEALED BY A REGISTERED
ENGINEER AND SUBMITTED TO THE ENGINEER FOR REVIEW.
6. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL,
ELECTRICAL, AND STRUCTURAL DRAWINGS BEFORE PREPARING 5HOP ORAWING5,
FABRICATION, OR CONSTRUCTION. WRITTEN DIMENSIONS SHALL SUPERSEDE SCALED
DRAWINGS.
Material Specifications:
ROUGH SAWN LUMBER:
ALL FRAMING LUMBER SHALL BE DOUGLA5 FIR LARCH GRADED AND
MARKED IN ACCORDANCE WITH THE STANDARD GRADING RULES
NUMBER 16 OF THE WEST COAST LUMBER INSPECTION BUREAU.
BEAMS............................................................................... OF #2, U.O.N.
COLUMNS.......................................................................... DF #2, U.O.N.
RAFTERS, JOISTS, & HEADER5.........................................OF #2 U.O.N.
STUDS................................................................................STUD GRADE
REINFORCED CONCRETE:
CONCRETE COMPRESSIVE STRESS (fc) SHALL BE A MINIMUM 2,500 psi
UNLESS NOTED OTHERWISE ON PLANS.
REINFORCING STEEL SHALL BE A5TM A615-OR40 OR BETTER UNLE55
NOTED OTHERWISE ON PLANS.
EPDXY:
51MP50N 5ET-XP HIGH -STRENGTH EPDXY ADHESIVE
Design Criteria:
WIND:
NOMINAL DESIGN 3-s GUST WIND SPEEDS, V = 110 mph
WIND EXP05URE CATEGORY: B
SEISMIC:
SITE CLASS D
R15K CATEGORY 1
5D5 = 1.644g
50, = O.g43g
VERTICAL LOADING:
ROOF LIVE LOAD = 20 psf
ROOF DEAD LOAD = 15 psf
FLOOR LIVE LOAD = 40 psf
FLOOR DEAD LOAD = 15 psf
DRAWING INDEX
Al COVER SHEET/SITE PLAN
A2 EXISTING FIRST & SECOND FLOOR PLAN
A3 NEW FIRST FLOOR & ELEVATION PLANS
01 FOUNDATION PLAN & DETAILS
02 NEW ROOF PLAN, DETAILS, & ELECTRICAL
03 M15GELLANEOU5 DETAILS
55W1 STEEL STRONG -WALL ANCHORAGE DETAILS
55W2 STEEL STRONG -WALL FRAMING DETAILS
CITY OF GUPERTINO BMP PLAN
%Q�OFESS/pN�;�
78431
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Sanitary Sewer Notes & Requirements:
1. GLEANOUT SHALL BE THE SAME DIAMETER A5 THE STREET PORTION
OF THE SERVICE LATERAL. GRAVITY LATERAL 15 4" DIAMETER. (O.G.
4101)
2. THE BACKFLOW DEVICE WILL BE INSPECTED TO VERIFY EXISTENCE
AND SERVICEABILITY BY A DISTRICT INSPECTOR AT THE TIME OF VIDEO
INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH
WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.G. 7102)
3. GUPERTINO SANITARY DISTRICT INITIAL (VISUAL) INSPECTION
REQUIRED. CONTRACTOR SHALL LEAVE NEW PIPE INSTALLATION
EXPOSED. DO NOT BACKFILL. OWNER TO CONTACT DISTRICT 48 HOURS
PRIOR TO SCHEDULING A DISTRICT INSPECTOR FOR A VISUAL
INSPECTION. (O.G. 5203)
4. GUPERTINO SANITARY DISTRICT FINAL (GGTV) INSPECTION AND
APPROVAL OF THE NEW PROPERTY LINE GLEANOUT, POINT OF
CONNECTION, AND 015TRIGT LATERAL 15 REQUIRED PRIOR TO
CLEARANCE FOR CITY OF GUPERTINO FINAL INSPECTION. OWNER
MUST ALLOW DISTRICT AT LEAST 48 HOUR5' NOTICE TO SCHEDULE A
015TRIGT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO PROVIDE
BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON
COMPLETION OF INSPECTION. (O.G. 7102)
5. STORM WATER SURFACE OR ROOF DRAINS AND OTHER GENERAL
SURFACE WATER RUNOFF, SHALL NOT BE DISCHARGED TO THE
SANITARY 5EWER.
6. THE GUPERTINO SANITARY DISTRICT 015TRIGT REGOMMEN05
INSTALLING THE REQUIRED IMPROVEMENTS NEAR THE BEGINNING OF
THE PROJECT IN CASE ANY UNFORESEEN 155UE5 AR15E WITH THE
INSTALLATIONS.
T THE APPLICANT MAY POTENTIALLY BE REQUIRED TO UPGRADE THEIR
SANITARY 5EWER LOWER LATERAL IF THE DISTRICT FINDS THE
STRUCTURAL CONDITIONS OF THE PIPE TO BE UNSATISFACTORY.
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NO, REVISION
CLIENT
DATE
HOMEOWN5ER5 AT
11602 5EVEN 5PRING5 DR.
GUPERTINO, CA
GE TITLE
COVER SHEET
SITE PLAN
DATE
JOB NUMBER
03/25/201 q
00021 q
ARTIST
PAGE NUMBER
RL W
SCALE
AS NOTED
A 1
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # D I R-2
Applicatio umBer(s)
Approval Body: Director. Staff
Approval Date 08/27/
Signature Gian Paolo artire
Case anager
EXIST. 51DE ELEVATION (LOOKING SOUTH)
3/ 16" = V-0"
EXIST. REAR ELEVATION (LOOKING NEST)
3/16" = V-0"
PLAN KEYNOTES:
1. (E) 200 AMP MAIN SERVICE PANEL (V.I.F.)
2. (E) WATER HEATER
3. (E) FURNACE MUST BE CAPABLE OF MAINTAINING A TEMPERATURE OF 65° AT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALL5 IN ALL HABITABLE ROOMS.
CONTRACTOR SHALL V.I.F. EX15TINO FURNACE CAPACITY.
4. EX15TING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEET CURRENT FLOW RATES WILL NEED TO BE UPGRADED:
4.1. WATER CL05ET5 WITH A FLOW RATE IN EXCE55 OF 1.6 gpf WILL NEED TO BE REPLACED WITH WATER CL05ET5 WITH A MAXIMUM FLOW RATE OF 1.2b gpf.
4.2. 5HOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 gpm WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 gpm 5HOWER HEAD.
4.3. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 gpm WILL NEED TO BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF 1.5 gpm
(OR 1.5 gpm FOR KITCHEN FAUCETS).
2650 FIXED
ca
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5050 XO
(E) MASTER
(E) WALK-IN
CLOSET
3016 XO 6014 FIXED 3050 5H
EXIST. SECOND FLOOR PLAN
1/4" = 1'-0"
(E) GARAGE
EXIST. FIRST FLOOR & DEMOLITION PLAN
1 /4" = 1'-0"
1650 FIXED
5050 XO
(E) LAUNDRY
3030 FIXED
CIRCLE
(E) ENTRY
3050 5H
(E) PANTRY
4050 XO
IN
LEGEND:
WINDOW & DOOR 51ZE5
EX15TING FRAMED WALL
REMOVE EX15TING WALL
FT IN FT IN (WIDTH x HEIGHT)
x
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3050 5H
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(E) DINING
(E) KITCHEN
(E) BREAKFA57
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■ �I!In■ OLVA NIZ
■CLIENT
HOMEOWN5ER5 AT
11602 SEVEN 5PRING5 DR.
GUPERTINO, GA
GE TITLE
(E) FIRST FLOOR &
SECOND FLOOR PLAN
DATE
JOB NUMBER
03/25/2019
000219
ARTIST
PAGE NUMBER
i RL W
/A n
SCALE
AS NOTED
1,/�1G
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # D I R-2 -19199
Applicatio umBer(s)
Approval Body: Directorl Staff
Approva I Date 08/27/12
Signature Gian Paolo grtire
case anaaer
NEW SIDE ELEVATION (LOOKING SOUTH)
3/16" = 1'-0"
NEW REAR ELEVATION (LOOKING WEST)
3/16" = 1'-0"
PLAN NOTES:
NEW ROOF TO MATCH EXISTING. INSTALL
CLASS A ROOF COVERING A5 REQUIRED
per CUPERTINO MUNICIPAL CODE SECTION
16.06.050. USE COMPOSITION ROOFING.
NEW EXTERIOR
TO MATCH
EX15TINC7SIDING
OR STUCCO. SEE
NOTE 4.
NEW WINDOWS TO
MATCH EXISTING
STYLE AND LOOK
CENTER NEW WINDOW UNDERNEATH
EXISTING 1/2 CIRCLE FIXED WINDOW
(N) 6050 XO (N) 6050 XO
(N) 4x10 HDR (N) 4x10 HDR
L = 5'-0-- 6D
SHEAR WALL SCHEDULE (SEE PLAINS)
6
3 2" 5TRUGT. 1 RATED SHEATHING w/ 10d @ 6" o.c. EDGE
NAILING & 10d @ 12" o.c. FIELD NAILING: (340 pIf)
32" 5TRUGT. 1 RATED SHEATHING w/ 10d @ 4" o.c. EDGE
4Q
NAILING & 10d @ 12" o.c. FIELD NAILING: (510 pIf)
USE 3x MIN. FRAMING (BLKG.) AND STAGGERED
NAILING @ SHEATHING EDGES
3 2" 5TRUGT. 1 RATED SHEATHING w/ 10d @ 3" o.c. EDGE
3
NAILING & 10d @ 12" o.c. FIELD NAILING: (665 pIf)
USE 3x MIN. FRAMING (BLKG.) AND STAGGERED
NAILING @ SHEATHING EDGES
3 2" 5TRUGT. 1 RATED SHEATHING w/ 10d @ 2" o.c. EDGE
2
NAILING & 10d @ 12" o.c. FIELD NAILING: (510 pIf)
USE 3x MIN. FRAMING (BLK(5.) AND STAGGERED
NAILING @ SHEATHING EDGES
5IMP50N STEEL 5TRONG-WALL 5HEARWALL
Al
5SW18x9; 18" WIDE x 9' TALL - ALLOWABLE SHEAR
LOAD = 2,145 LB5
1. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.6 gpm AT 60 psi.
2. THE GLAZING FOR THE NEW FRENCH DOORS SHALL BE TEMPERED.
3. CONTRACTOR SHALL INSTALL A NEW SPARK ARRESTOR TO THE EXISTING FIREPLACE CHIMNEY PER CUPERTINO MUNICIPAL CODE SECTION 16.04.060,
4. NOTES FOR EXTERIOR PLASTER/STUCCO:
4.1. WEATHER RESISTIVE BARRIERS SHALL BE INSTALL AS REQUIRED IN SECTION R103.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A
WATER-RE515TIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER.
4.2. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LE55 THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT BE LE55
THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRE55URE-PRE5ERVATIVE TREATED WOOD OR DECAY-RE515TANT WOOD A5 SPECIFIED IN SECTION
R311.1 OR GYPSUM BACKING.
4.3. A MINIMUM 26 ga. GALVANIZED CORRO5I0N-RE515TANT WEEP SCREED WITH:
4.3.1. A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 2" PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE AT ALL EXTERIOR WALL5.
4.3.2. THE 5CREE0 SHALL BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS.
5. FOR SECTION 1-1 & SECTION 2-2, SEE SHEET 03.
A3 L = 3'-0"
(N) DINING
5.25"x11.25" HERDER
(E) FAMILY ROOM
(E) ENTRY
60"x36" MINIMUM DIMENSIONS
1
L = 4'-0"
F
LEGEND -
WINDOW & DOOR 51ZF-5 FT IN FT IN
EXISTING FRAMED WALL
REMOVED WALL/WINDOW5
EX15TING FRAMED
OPENING = 5'-0"
USE (E) HDR FOR
(N) FR OR
2-6"
(N) 5068 FR DR
(N) KITCHEN
V-0" (MIN.) CLG.
L = 1 '-6" Al
(N) 2.0E PARALLAM
T'X 18"x 17'-9" +/-
BEAM
(E) LIVING ROOM
9'-0" GLG.
INSTALL FULL BLKG. ABOVE
BETWEEN FLOOR FRAMING
AND ATTACH TO TOP OF
SHEAR WALL
/
GE
(E) LAUNDRY
(N) 2.0E PARALLAM
5.25"x 11.25"x 19'-6" +/-
BEAM
.—f oncoT
(Ni 3.5„ X 3 5„ 1.8E
PA,RALLP��''i COLUMN
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NO. REVISION
CLIENT
DATE
HOMEOWN5ER5 AT
11602 SEVEN 5PRING5 DR.
GUPERTINO, GA
TITLE
(N) FIRST FLOOR &
ELE VA TION PLANS
DATE JOB NUMBER
03/25/2019 000219
O
ARTIST PAGE NUMBER
NEW FIRST FLOOR PLAN RLW
1 /4" = 11 AS NOTED A 3
In the Santa Clara Valley, storm drains flow
Communit1pi
gtJ _&�!rnf rnttcDr�'pt �l�n eks, and an to San
;I Francisco Bay, with no treatment.
PlanniDivision — Cupertino
PERTINo RPr, .her pollution is a serious problem for
wil i e dependent on our waterways and for
.ase # �0P e� who live near polluted streams or
bt;�@y tlagV--dI,�S)
pproval Body: Dir cfldroADRrafoanagement of construction sites
pproval Date 0 /1fAgces pollution significantly.
ignature Gian JAI�ar�keet summarizes the "Best Management
af�Ma,t ,s s or storm water pollution
prevention.
ORDINANCE OF
THE CITY OF CUPERTINO
FOR STORM WATER POLLUTION
PREVENTION & WATERCO URSE
PROTECTION:
Chapter 9.18
9.18.040 Discharge into the storm drain prohibited
It is unlawful to cause, allow, or permit to be
discharged, any discharge not composed entirely of
stormwater to the storm drain system or to surface waters
or to any location where it would contact or eventually be
transported to surface waters, including flood plain areas,
unless specifically called out in the Muri cipal Regional
Permit as an exempt or conditionally exempt discharge.
9.18.070 Accidental Discharge
All persons shall notify the Director of Public Works
i mmedi atel y u po n accidental ly discha rg i ng pot luta rits of
concern to enable countermeasures to be taken by the City
to mi nimize damage to storm drai ins and the receiving
waters. Initial notification sha11 be followed, within five (5)
business days of the date of occurrence, by a detailed
written statement describing the causes of the acdden taI
discharge and the measures being taken to prevent future
occurrences. Such notification W 11 not relieve persons of
iabi lity for violations of this chapter or for any fines imposed
on the City on account thereof under Section 13350 of the
Ca lifomi a Water Cone, or for vi d ation of Section 5650 of the
Califomia Fish and Wildlife Code, or any other applicable
provisions of State or Federal laws.
9.18.220 Violafion*
Any person who violates any provision of this Chapter
shall be guilty of a misdemeanor and upon conviction thereof
shall be punished as provided in Chapter 1.12 of the City of
Cupertino Wnici pal Code.
Chapter 1.12- General Penalty, Section 1.12_010,
paragraph D, states* -
Unless otherwise specified by this code, an infraction is
punishable by:
1. A fi ne not to exceed $100 for a first vi of ati on
2. A fi ne not to exceed $200 for a second violation
3. A fi ne not to exceed $500 for a third violation of
the same chapter within one year.
9.18.240 Civil penalty for illicit discharges*
Any person who discharges pollutants, in violation of this
Chapter, by the use of illicit connections shall be civilly liable
to the City i n a sum not to exceed twenty-five thousand
dollars per day per violation for each day in which such
violation occurs.
*Excerpts - For complete CODE language refer to the
City ofCupedlno Municipal Code.
Cupertino
Building Dept:
408-777-3228
Public Works Dept:
408-777-3354
Santa Clara County
Recycling Hotline-
800-533-8414
w.red ucewaste.org
www .rec yclestuff.com
Small Business Hazardous Waste:
408-299-7300
Cupertino Sanitary Sewer Distr
408-253-7071
Santa Clara Valley Urban Runoff
Pollution Prevention Prgm
800-794-2482
State Office of Emergency
Services
1-800-852-7550 (24 hrsj
Report spills to 91 1
Genera!
Construction
and Site
Supervision
Storm Ora in Pollution front
Construction Activities
Construmon sees are common sources of storm
water poltubon. Materials and wastes that blow of
vwush into a st orm drain _ gut ter. or sit ree l have a
di rec: rn pact on local creeks and the Ba,!
As a contractor, or site supervisor, owner or
operator of a site, you may be responsible far
any environment al damage c aased by your
subcontractors or employees.
General Principles
J Keep an orderly si to a nd a nsure good
housekee ping practices are used.
..� Maintain equipment properly
❑ cover matenais veen they are not n use
J Keep mat enais away from streets. storm
drains aInd dratnagechannes
J Ensure dust control ►'water doesn't leave site
ordtscharge to storm drains
Advance Planning To Prevent Poflution
.� scheduieexcavatjon and gradin gactivities
for dry weather periods. Tc reduce sot
erosron plant temporaryvegetatlon or place
other erosion mntrols �efore rain be gins Use
t ne Erosion and S edni ent Co rtrro; Manual.
available from 'he Regional Water Quality
Cortrd Board as a reference
❑ Contrd the amount d ►tmdf crossing your
site (espeaally during excavation') by Long
berms or ten-porar y or pern-enent drai nape
ditches to divert water flow around the site
Reduce stornxuater runoff velocities by
constfuctiag temporary check darns or beam
where appropriate
J Trai nyour employees and subcontractors
The city can prcmc* bfochures about these
issues for Vou to distribute to workers at your
construction site Inform yoursubcontractors
about the storm water regtprerrlertts arld 1:'eir
ovrn responsibilities Use Bk►ep nrg fox a Dear?
Bay, a cons trench on best ma nage men t ractn ce s
guide available at our Bulldn g Dept. oo unter
Goa! hbusekeepfrig Pracaces
J Designate one area of the site for auto parking.
vehicle refueling and rout re equipment
mai ntena noe The deslgna ted area should be waft
away from stye an -is or storm drain Inlets. berated if
necessary Make mapr reparsoff site
❑ To prevent off -site tracking of dirt, provide
ernrances with stabitmd aggregate surfaces Or
provide a hre "ash area.
J Keep materials out of the rain -prevent runoff
contamination at the source Cover exposed piles
cf sal or construction materials voth plastic
sheeting or temporary roofs. Before It rains. sweep
and remove materials from surfaces that drain to
storm darns. creeks. or channels
J Contain all litter, food wrappers. bottles and
cans - Place lidded trash and recycling bins
around the site.
J Clean up leaks, drips and other spills
mmedateiy sothey do not contaminate soil or
grou ndwet er or le aw rest due on pa ved surfaces.
tie dry cleanup methods whenever possible. If
you must use vAa ter. use just enoug h to keep the
dust down.
J Cover and mairtain durrpsters Place
durnpslers under roofs or caner w t h taps or
0 ast is s heeti ng secured a rocnd the outs ide of the
durrtpste r Wl er clean out a dumoster by hosing it
down on the ccnstrud.Ion site.
❑ PI aoe portable toilets away f rom storm drains
Make sure portable toilets are In good vuarkrxd
order Checkfrequenily for leaks
Ma ten alslWa see Handling
J Practice Source Reduction -- mnimae waste
when you order ma:enals Est mare carefulty.
❑ Recycle excess materials. whenever possible
such as concrete. asphalt scrap metal solvents.
degreasers_ Cleared vegetation, paper rock. and
%e hic le may ntena nce malenals such as the d cd .
antifreeze. batten es. and tires.
for info
L� Dispose of all wastes property Materials t hat
cannot be recycled must be taken to an
appr opn ate I a ndfi I I or di sp ose d of as hazardo us
vvaste Never bury vnaste matenals or leave them
n the street ornearacreekorstreambed
Permits
LI In addition to local grading and binding permits
you vi I need to obta n coverage under the State's
General Construction Activity Storm vrater Penns if
your construction site's disturbed area tdals 5
acres or more. I nfo rmabon on the General Permit
can be obtained from the Regional Water Quality
Cons rol Board tT his cn ter is wl I cha nge to one
acre as of Mar 2003.)
Landscaping,
Gardening,
and Pool
Maintenance
L an ds capi nglGarde n Maintenance
.J Protect stockpiles ant landscaping materials
from wind a nd rain by storing 7i am under
tarps or secured clastic sheering.
J Schedule grading and excavation project?
during dry weather
❑ Use to mpora ry the ck dams or d itches to
diver, runoff awav from storm drains.
J Protect stortn drains with sandbags, gravel -
filled bags, straw wattles. or cther sediment
contra is
J Re -vegetation is an ex�:elfent form of erosion
cunt ro I for any site
L1 Store pesticides, fertilizers, and other
chemicals indoors or in a shed or storage
ca bi net
:J U se pes tic ides s pa ►i ng ly. accord Ing tc
instructlo°is on the labe Rin se a rnpty
containers. a nd use rinsew ater a s product
Dispose of rinsed. errpy containers in the
trash Dispose of unused pesticides as
haza•doLis waste
J in Cupertino. residents with curbsid e recycling
can collect lawn garden and tree trimmings I
yardwaste toters. Yardwaste wiil be collected
and composted by the city s contraclors
Residents are encouraged to compost
yard waste on - site themselves. or take
yardwaste to a landfill where it will be
composted
Landscape c ont ra cto rs s h ould
take clippings and pruning waste
to a landfill that composts yard
waste iBFI's Nevvpy Island and
ZankerRd. Ian dfillare tie nearest)
J Do not blow or rake leaves into
the street.
Storm Drain Pollution
from Landscaping and
Swimming Pool Maintenance
Many landscaping activities expose soils and
increase the likelihood that earth and garden
them cals will run ofl into the storm drains during
trrtgatan or whe-i it rains
Swimming pool watercontairing chlorine and
copper -based algaecides should never be
discharged I storm drams. Those chemicals a re
toxic to aquatic life.
Pool/FountainlSpa Maintenance
Draining pools or spas
Wher it's time to drain a pool. spa. or 'ountain
please be sure to call the Cu pertmo Sanitary
Dish ict before you start torfurthe r g uIca nce on
flow rate restrictions. backflow prevention, and
handing specs cleaning waste (such as acid
wash: 0ischarce flatus shoulc be kep, to the lo)u
le vel s typ ically F ossfble throLich a ga rden h ose
Nigher tow rates may be prohibited by kcal
ordinance
J Never discharge pool or spa water to a
street or storm drain: discharge to a
sanitary sewercieanout.
J I possfble. when emptying a pool or spa. let
chlo rine di ssipa .e for a fevi days a nd th en
recycle.freuse water by draining it gradually
onto a landscaped area.
J Do not use copper -based algaecides_
Control algae ninth chlorine or other
alter nat ves. such as wdiurr Ur amide.
Filter Cleaning
J Never clean a filter in the street or near a
storm d rain. R nse cartricg a and
diatornaceo-is earth filters onto a dill area,
and spade filter residue into soil Dispose of
spent diatomaceous earth in the garbage
J If there is no suitable dirt area. call
Cupertino Sanitanl for Instuction s on
dIschargingfilter backwash or rInsewater to
the sanitary sewer.
Earth -Moving
Activities
Storm Drain Pollution
from Earth -Moving Activities
Soil excavation and grading operations loosen large
amounts of soil that can flow or blow into storm
trains when handled improperly. Sediments in runoff
can dog storm drains. smother aquatic life. and
cestroy habitats in creeks and the Bay. Effective
erosion control practices reduce the amount of runoff
crossing a site and slow the flow with check d ams or
roughened g round su rfaces.
Practices During Construction
J Remove existing vegetation only when
absolutely necessary. Plant temporary
vegetation for erosion control on slopes or
where construction is not immediately planned.
Protect downslope drainage courses,
streams, and storm drains with wattles. or
temporary drainage swales Use check darns or
ditches to divert runoff around excavations.
Refer to the Regional Water Quality Control
Boards Erosion and Sediment Control Field
Marti al fo r pro per er cis ion a nd sedim ent co ntr of
measures
J Cover stockpiles and excavated soil with
secured tarp s or pl astic sheet in g.
The property owner and the contractor share ultimate responsibility for
the activities that occur on a construction site. You may be held responsible
for any environmental damage caused by your subcontractors or employees.
Painting and
Application of
Solvents and
Adhesives
Storm Drain Pollution from Paints,
Solvents, and Adhesives
All paints, solvents, antd adhesives contain
chemicalsthat are harmful to wildlife in local
creeks, San Francisco Bay, and the Pacific ocean.
Toxic chemicals may come from liquid or solid
products or from cleaning res dues or rags. Paint
rratenN and wastes adhesives and cleaning fluids
should be recycled when possible. or disposed of
properly to prevent these materials from flowing
into Storm drains and watercourses
Handling Paint Products
❑ Keep all liquid paint products anti wastes
away from the gutter, street, and storm
drains.
Painting Cleanup
U Never clean brushes or rinse paint
cordainers into a street, gutter, storm drain,
French drain, or creek.
❑ Fo r wate r-ba sed paints. paint out brushes to
the extent possible. and r nse into an inside
sink drain that goes to the sanitary sewer
Ll For oil -based pairts. paint out brushes to the
extent possible and clean with thinner or
solvent. Filter and reuse tninnersand solvents.
where possible Dispose of excess liquids and
residue as hazardous waste.
Ll When thoroughly dry. empty paint cans. used
brushes_ rags. and drop doths may be
disposed of as garbage
Aunt Removal
J Paint chips and dust from non -hazardous
dry stripping and sand blasting may be
swept upon oDIlected in plastic drop cloths and
disposed of as trash.
Ll Chemical paint stripping residue, and chips
and dust from ma One paints, or paints
containing lead, mercury or tribut yl tin must
the disposed of as hazardous wastes. Lead
based paint removal requires a state -certified
contractor
J When stripping or cleaning building exteriors
with h igh-p ress ure water block storm drams.
Direct washwater onto a dirt area and spade
into soli, Or, check with Cupertino Sanitary
District to find out if you can atop or vaalum the
washwater and dispose of it i n a sanitary
sewerdrain Sampling of the washwater may
be required.
J Washwater from painted buildings
constructed before 1978 ran contain high
amounts of Lead, even if paint chips are not
present Before you begin stripping paint or
clean trig pre -1978 building extenorswith water
under high pressure, test paint for lead by
taking paint scrapings to a local laboratory.
(See Yellow Pages for a state -certified
laboratory. y
J If there is loose paint on the building. or if the
paint tests positive for lead. block storm
drains Check Wth Cupertino Sanitary District
to determine whether you may discharge water
to the sanitary sewer. or if you must send it
oflsite for disposal as hazardous waste
Paint Disposal, Return or Donation
J Dispose of unwanted liquid paint, thinners.
solverits, glues. and cleaning fluids as
hazardous ins ste (Call the Small Business
Hazardous Waste: Prgm. 299-7300).
J or Return to supplier (Unopened can sof paint
may be able to be returned. Check with the
ve ndo r r ega riling its "bu y-rack" policy.)
J Donate excess paint tcall299-7300 to donate.)
z
Roadwork �
and
Paving
General Business Practices
J Develop and implement erosion/sediment
control plans for roadway embankments.
J Schedule excavation and grading work during
dry weather.
J Check for and repair leaking equipment
Perform major equipment repairs at
dessgnated areas in your maintenance yard
where cleanup is easier- Avoid performing
equipment repairs at construction sites.
J When refueling or when vehicle/equipm ent
maintenance must be done on site. designate a
Iota do n away fro m storm drain s an d creeks
J Do not use diesel oil to Iubricate equipment
parts or clean a qutp merit
J Recycle used oil, concrete. broken asphalt.
etc. whenever possible. or dispose of properly.
(www.recyclestuff .com for list of recycling
companles }
Asphalt/Concrete Removal
❑ Avoid creating excess dust when breaking asphalt
or concrete.
J After breaking up old pavement. be sure to
remove all chunks and pieces Make sure
broken pavem ent does not com a in contact
with rainfall or runoff
J When making saw cuts. use as little water as
possible Shovel or vacuum saw -cut slurry and
remove from the site Cover or protect storm
drain inlets during saw -cutting. Sweep up • and
properly dispose of, all residues.
J Sweep, never hose down streets to clean up
tracked dirt. Use a street sweeper or vacuu m
truck. Do not dump vacuumed liquor in storm
drains.
Storm Drain Pollution
from Roadwork
R oad pa vin g, su rfacing, and pavem ent re rn ova I
happen right in the street, where there are numerous
opportunities for asphalt. saw -cut slurry. or
excavated material to illegally en ter storm drains
Extra planning is required to store and dispose of
materials properly and guard against pollution of
storm dra ins creeks. an d the Bay
During Construction
Avoid paving and seal coating in wet
weather, or when rain is forecast, to prevent
fresh materials from contacting stormwater
runoff.
❑ Cover and seal catch basins and manholes
wh ern app lying seal coat. slur ry sea i -og seal.
o r situ liar m aterial s.
❑ Protect drainage ways by using ear,h dikes.
sa nd bag s. or other control s to divert or Ira p
and filter runoff.
❑ Never wash excess material from exposed -
aggregate concrete or similar treatments into
a street or storm drain. Collect and recycle. or
dispose to dirt area
J Coverstockpiles (asphalt sand. etc.) and
other co nstructto n materials with plastic tarps
Protect from rainfall and prevent runoff with
tem p orar y roofs or plastic s h eets an d germ s
❑ Park paving machines over drip pans or
absorbent material (cloth. rags. etc. ) to catch
drips when not in use
❑ Clean up all spills and leaks using 'dry"
methods {with absorbent materials and/or
rags}, or dig up. remove. and properly dispose
of contaminated soil.
❑ Collect and recycle or appropriately dispose of
excess abrasive gravel or sand ???
❑ Avoid over -application by water trucks for dust
co ntrol
Dewatering
Operations
Storm Drain Pollution
From Dewate ring Activities
Be sure to call your city's storm water inspector
at 408-472-9907 before discharging water to a
street: gutter. or storm drain. Filtration or diversion
through a nasin, tank. and sediment trap may oe
required. Reuse water for dust control, irrigation or
another on -site purpose to the greatest extent
possible.
Ch eck fo r Sed im ent or Toxic Pollutants
❑ Check for odors. discoloration, or an oily sheen
on groundwater.
❑ Ask your city inspector whether the
groundwater must be tested by a certified
labo ratory.
❑ Depending on the test results. you m ay be
allowed to discharge pumped groundwater to
the storm drain OR you may be required to
discharg a to the sa nitary sewer or colle ct a nd
haul the water off - site for treatment and
disposal at an appropriate treatment facility.
❑ When discharging to a storm drain, protect the
inlet using a barrier of burlap bags filled with
drain rock, or cover inlet with filter fabric
anchored under the grate .
❑ Contact Cupertino Sanitary District at 253-7071
prto r to discharging to the sanitary sewer.
Removal of BMP Facilities
The Project Contractor is responsible
for removal of all BMP Facilities
located within the Public Right of Way
upon project final inspection.
Fresh Concrete
and Mortar
Application
Storm Drain Pollution from
Fresh Concrete and Mortar
Applications
Fresh concrete and cement -related mortars
that wash into lakes. streams, or estuaries
are toxic to fish and the aquatic
environment. Disposing of these materials
to the storm drains or creeks can block
storm drains. causes serious problems. and
is prohibited by law.
General Business Practices
J W ash out concrete mixers on ly in designated
washout areas in your yard, away from storm
drains and waterways where the water will flow
Into a temporary waste pit in a dirt area Let
water percolate through soil and dispose of
settled, hardened concrete as garbage.
Wheneverpossible. recycle washout by
pumping back into mixers for reuse
:1 Wash out chutes onto dirt areas thatd❑ not
flow to streets or dra ins
_.I Always store both dry and wet materials
under cover, protected from rainfall and runoff
and away from storm drains or waterways.
Protect dry materials from wind
J Secure bags of cement after they are open
Be sure to keep wind-blown cement powder
away from streets, gutters. storm drains.
rainfall. and runoff
J Do not use diesel fuel as a lubricant on
concrete forms tools. or trailers
During Construction
J Don't mix up more fresh concrete or cement
than you will use in a two-hour period.
j Set up and operate small mixers on tarps or
heavy plastic drop cloths.
-1 When cleaning up after driveway or sidewalk
construction. wash fines onto dirt areas. not
down the driveway o r in to the street or storm
dra in
J Protect applications of fresh concrete and
m ortar from ra in fa II and ru noff un til the
m ateria I has dr ied
❑ Wash down exposed aggregate concrete
only when the washwater can (1 ) flow onto a
dirt area, (2) drain onte a bermed surface from
which it can be pumped and disposed of
properly. or (3) be vacuumed from a catchment
created by bloekin g a storm dra in inlet If
necessary. divert runoff with temporary berms
Make sure runoff does not reach gutters or
storm drains.
J When breaking up pavement, be sure to pick
up all the pieces and dispose of properly
Recycle large chunks of broken concrete. See
www.reducewaste ❑rp for info on recyclers.
J Never bury waste material Dispose of small
amounts of excess dry concrete. grout and
mortar in the trash
J Never dispose of washout tnto the street.
storm drains, drainage ditches, or streams
H e a v y
Equipm ent
C peratlon
5 t❑ rm water P o llu do n
from Heavy Equipment on
Construction S ites
Poorly m ainta fined vehicles and heavy
equipment that leak fuel. oil, antifreeze or
other fluids on the construction site are
corn m on sou rces of storm drain pollutio n.
Prevent spills and leaks by isolating
equipment from runoff channels, and by
watching for leaks and other maintenance
problems Remove construction equipment
fro m the site as soo n as possible
Site Planning and Preventive Vehicle
Maintenance
J ❑esr9nate one area ofthe construction sile, well
away from stream s or storm drain inlets forauto
and aquiprn ent parktng refve ling and routine
vehicle and equipment maintenance Contain
the area with berms. sand bags. or other
barriers
J Maintain altvehicles and heavy equipment
In sp ect frequently for and repair Teaks
J Perform major maintenance, repair jobs ano
ve hrcle and equiprn en,. vw ass .ng off -sing, w nere
clean uo rs a aster
.1 if you mus:grain and repiace motoroil. radia[8f
coolant or other fluids on site use drip pans or
drop cloths to catch drips and spills Coiieci
all spent flu ds store rn sepa*ate containers and
properly dispose as hazardous waste (recycle
w hen ever possible)
J Dv not use diesel oil to lubricate equipment
Paris o• clean eau rpm ent Use on 1y water for
any cnsrte clean ing
J Cover exposed fifth wheel hitches and oche
ory or greasy equipmentdur!ng rain events
S P i I I CleanuP
.J Clean up spills immediately
..1 Never hose down "dif,y' oavem a r.t or
impermeaole surfaces where !rotes have spiliec
Use dry cleanup methods ;absorbent
m ater,a Is cat litter a nalor rags) w he never
possible and proper;y cispose o f ab so rben t
in aterFaIs
J Sweep up spilled drymaterrals immediately.
Never atte m Pt to -wash them away" w nth water.
or b.iry them
J Use as little w ate r as possib Ie fog dust control.
Ensue water used doesn it leave SA or
discharge to storm drains
J Clean up spill$ on dirt areas by digging up and
property disposing cfconlarhrnaled sari
J CaiI91 f for significant spills
J If the spill poses a significant hazard to
human health and safety property or the
environment you must also report it to the
State office of Emergency Services.
.:'QROF ESS1pN�:�.
ii�ic? C 78431 'r°i 1
II�I� ZI11
EXP.09/3Jt i 30
7/01 /19
Small Business
Hazardous Waste
Disposal Prgm
Businesses that generate less
than 27 gallons or 220 pounds
of hazardous waste per month
are eligible to use this program.
Call 408-299-7300
for a quote.
m?/, It
CITY of
CUPEkTINC
5antx Clara V.allo-
I •rhan Rwrrri7
Poiluiinn Provention Program
APPROVE
TIMM BORDEN, R=45512
DIRECTOR OF PUBLIC WORKS
/I L14 CONSTRUCTION BEST MANAGEMENT PRACTICES
DATE
�qur!_!JY ��;� Cr-tU P - ��R? ;�Irl� O
DEPARTMENT OF PUBLIC WORKS
UPDATED SEPTEMBER 2016
SHEET:
OF shin rs
FILE:
fi
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # D I R-2
Applicatio umber(s)
Approval Body: Director StafF (N) 51MP50N HDU4-5052.5 w/
Approval Date 08/27/ 5/8" DIA. A.B. 8" EMBED. DEPTH
Signature Gian Paolo rtire ° ° e e a
Case anager
. e • a d.. °
Q e
a d'
°'. a Q.
�(N) SIMPSON HOU2-5052.5 w/
5/8" DIA. A.B. 6" EMBED. DEPTH
-----------------
(tA) 4x6
a I 2'-0"
7
SECTION A -A
" MIN. CONCRETE SLAB
w/ #5 REBAR @ 12" O.G.
EACH WAY, M015TURE
BARRIER, & GRAVEL
#5 x 2-0" DOWELS @ 24" O.G.
DRILL & BOND w/ EPDXY, TYP
EMBED NEW DOWEL 6" MIN.
INTO EXISTING CONCRETE &
MAINTAIN A MIN. 3" EDGE
CLEARANCE AROUND ALL
6" MIN. DOWELS.
------------------------- 6 (E) P05T-TEN5IONED
MIN. -
TENDONS, CONTRACTOR
..e ° °
TO VERIFY (E) LOCATIONS °
6" MIN. g. '
— — — — — — — —� AND PRESERVE IN PLACE o O d. .
e $
SECTION G-C,
TYP. SECTION: (N) CONCRETE SLAB TO (E) EXTERIOR FOOTING DETAIL
NO SCALE
NOTES:
1. EXISTING FOUNDATION TYPE 15 UNKNOWN. ENGINEER A55UMED P05T-TEN51ON SLAB BASED ON INFORMATION AVAILABLE.
2. CONTRACTOR SHALL VERIFY THE FOUNDATION SYSTEM AND INFORM THE ENGINEER IF A55UMED CONDITIONS DIFFER FROM
ACTUAL CONDITIONS.
3. IT 15 THE GONTRACTOR'5 50LE RESPONSIBILITY TO LOCATE THE EX15TING POST-TEN5IONED TENDONS AND MARK THEIR LAYOUT IN
THE EFFECTED AREAS. THE EX15TING P05T-TENSIONED TENDONS SHALL REMAIN UNDAMAGED IN PLACE. CONTRACTOR SHALL
ENSURE THAT ALL NEW CONSTRUCTION WILL NOT DAMAGE THE EXISTING TENDONS INCLUDING THE DUCTS AND GROUT
CONTAINED WITHIN.
4. IF ANY NEW FOUNDATION WORK 15 DETERMINED THAT IT WILL DAMAGE EXISTING TENDONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
5. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZING -COATED GALVANIZED STEEL, STAINLE55 STEEL,
SILICON BRONZE OR COPPER.
5.1. ONE -HALF -INCH DIAMETER OR GREATER STEEL BOLTS.
5.2. PLAIN CARBON STEEL FASTENERS IN 5BX/DOT AND ZING BORATE PRESERVATIVE -TREATED WOOD IN AN INTERIOR, DRY
ENVIRONMENT SHALL BE PERMITTED.
(N) SIMPSON A23 CLIP
EA SIDE, TOT 2 PER POST, TYP.
LAMINATED COLUMN,
SEE "NAIL LAMINATED
DETAIL" ON SHEET D3
#5 EPDXY DOWELS, TOT 3
MAINTAIN 4" EDGE-015TANCE,
TYP.
FRAMING SECTION D-D
3/4" = 1'-0"
3" CLR., TYP.
(N) 7 x18" P5L
(N) SIMPSON EGCQl.1-65D52.5
(N) 51MP50N M5T145
1 EA 51DE TOT 2
SPACED TOP & TOT 3
EVENLY SPACED BOTTOM
MAINTAIN 4" EDGE-015TANCE,
TYP.
51MP50N PB546
#5 EPDXY DOWEL5, TOT 2
MAINTAIN 4" EDGE-015TANCE,
TYP.
#4 REBAR, TOT 3 TOP &
BOTTOM EVENLY SPACED, TYP.
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6" MIN. z z
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24" MIN.
1. 2x P.T. SILL FL. = U
2. BRACED WALL PANEL/SHEAR WALL A5 OCCURS, SEE PLAINS
FOR DETAILS. z z
3. CONCRETE SLAB w/ #5 REBAR @ 12" EACH WAY, M015TURE o
BARRIER & GRAVEL PER 2016 GBC. o
4. 2x STUDS @16" O.G. N
0 0 a
5. #5 REBAR TOP & BOTTOM U.N.O.
o A QUj
6. 5/8" DIA. ANCHOR BOLTS @ 32" O.G. MAX. w/ 3"x3"X4" PL. � a z
WASHER. EMBED A.B. 9" MIN. INTO FOOTING. o oc w co w
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1. 2' 5HEETROCK ON ALL WALL5. z If
8. OPTIONAL GOLD JOINT FOR TWO POUR SYSTEM. L
9. #4 SLAB TIE @ 24" O.G. FOR TWO POUR SYSTEM.
10. COMPACTED NON -EXPANSIVE ENGINEERED FILL.
SECTION B-B
TYP. SECTION: (N) 5LAB-ON-GRADE EXTERIOR FOOTING
NO SCALE
SECTION F-F
3/4" = 1'-0"
`WW-1 W1 r1j
SPACED TOP & TOT 3
EVENLY SPACED BOTTOM
oQROFESSeA,%:.
-%A N CF - e�,�"
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II�I� C 78431
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■ NO. REVISION DATE ■
■CLIENT
HOMEOWN5ER5 AT
11602 5EVEN 5PRING5 DR.
GUPERTINO, GA
GE TITLE
FOUNDA TION PLAN
& DETAILS
DATE
JOB NUMBER
03/25/2019
000219
ARTIST
PAGE NUMBER
RL W
SCALE
AS NOTED
DI
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # D I R-2 -19199
Applicatio
umber(s)
Approval Body: Director
Staff
Approva I Date 08/27/
Signature Gian Paolo
artire
case
anaeer
E
47 ------ �k�o )L---------
RS @ 1( 0
E
5/5" SHEATHING WITH 6d
@ 6" O.G. E.N. & 12" O.G.
MSTA30 AT EACH RAFTS
BEAM w/ 51MP50N LRU210Z, TYP.
INSTALL 51MP50N H1
@ EACH RAFTER, TYP.
SECTION E-E
TYP. SECTION: (N) ROOF RAFTERS
NO SCALE
(N) OF #1 2x10
RAFTERS @ 16" O.G.
15'-6" MAX
5PAN-LENGTH
TABLE 150.0-A
CLASSIFICATION OF HIGH -EFFICACY LIGHT SOURCES
HIGH -EFFICACY LIGHT SOURCES
Luminaires installed with only the lighting technologies in this table shall be classified as high efficacy
Light sources in this column, other than those installed in ceiling
Light sources in this column shall be certified to the Commission as High
recessed downlight luminaires, are classified as high efficacy and are not
Efficacy Light Sources in accordance with Reference Joint Appendix JAS
required to comply with Reference Joint Appendix JAS
and be marked as meeting JAB.
1. Pin -based linear or compact fluorescent light sources using
b. All light sources in ceiling recessed downlight luminaires. Note that
electronic ballasts.
ceiling recessed downlight luminaires shall not have screw bases
2. Pulse -start metal halide.
regardless of lamp type as described in Section 150.0(k)1 G.
3. High pressure sodium.
q. GU-24 sockets containing LED light sources.
4. GU-24 sockets containing light sources other than LEDs.a, b .
10. Any light source not otherwise listed in this table and certified to
5. Luminaires with hardwired high frequency generator and induction
the Commission as complying with joint Appendix b.
lamp.
6. Inseparable 55L luminaires that are installed outdoors.
1. Inseparable 55L luminaires containing colored light sources that
are installed to provide decorative lighting.
Notes:
a. (5U-24 sockets containing light sources such as compact fluorescent lamps and induction lamps.
b. California Title 20 Section 1605(k)3 does not allow incandescent sources to have a GU-24 base.
ROOF & SECOND FLOOR FRAMING PLAN (N) KITCHEN & DINING ROOM ELECTRICAL PLAN
1/4" = 1'-0" 3/8" = 1'-0"
ELECTRICAL SYMBOLS LEGEND
DUPLEX OUTLET - 110 VOLT
220 VOLT OUTLET
WP GFGI CE
WATER PROOF GFGI WITH BUBBLE GOVER
COUNTER TOP; TAMPER RE515TANGE GROUND
GFGI
FAULT CIRCUIT INTERRUPTER
EXISTING SINGLE POLE SWITCH
S.D. / C.M.00
SMOKE DETECTOR / CARBON MONOXIDE COMBO
EXHAUSTFAN
REGE55ED CEILING MOUNTED HIGH EFFICACY
LIGHTING IN ACCORDANCE WITH TABLE 150.0-A
V
5HOWER RATED REGE55ED CEILING MOUNTED LIGHTING
Dz) �iFGI
Dz) Of=
Q TELEPHONE HOOKUP
GABLE TELEVISION CONNECTION
FLUORESCENT FIXTURE - EXTERIOR WALL MOUNTED
FLUORESCENT FIXTURE - WALL MOUNTED
---- GFGI 0-�±L "
\
NOTE:
6.
REGE55ED DOWNLIGHT LUMINAIRES IN GEILIN65 SHALL BE L15TED FOR ZERO GLEARANGE, SHALL BE CERTIFIED A5 AIRTIGHT (INGLUDING EXHAUST FAN HOU51N65), SHALL BE SEALED WITH A 6A5KET OR CAULK
BETWEEN THE LUMINAIRE HOU5IN6 AND GEILING, SHALL NOT GONTAIN 5GREW BASE 50GKET5, AND ALL LIGHT SOURCES SHALL BE MARKED "JAS-2016-E" A5 SPECIFIED IN REFERENCE J015T APPENDIX JAB.
SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
q.
ALL FORWARD PHASE GUT DIMMERS USED WITH LED LIGHT SOURCES SHALL COMPLY WITH NEMA 55L IA.
1. IN EACH 5LEEPING ROOM .
10.
LUMINAIRES SHALL BE 5WITGHED WITH READILY AGGE551BLE GONTROL5 THAT PERMIT THE LUMINAIRES TO BE MANUALLY 5WITGHED ON AND OFF.
2. OUT5IDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
11.
DIMMERS OR VAGANGY SENSORS SHALL CONTROL ALL LUMINAIRES (EXCEPTIONS: LUMINAIRES IN CLOSETS AND LE55 THAN 10 sq. ft. AND IN HALLWAY5).
3. ON EAGH ADDITIONAL STORY OF THE DWELLING, INGLUDING BA5EMENT5 AND HABITABLE ATTIG5 AND NOT INCLUDING GRAWL SPACES AND UNINHABITABLE
12.
UNDER CABINET LIGHTING SHALL BE 5WITGHED SEPARATELY FROM OTHER LIGHTING SYSTEMS.
ATTICS. IN DWELLING5 OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM
13.
RESIDENTIAL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF 5WITGH WITH PHOTOCELL AND MOTION SENSOR -
INSTALLED
INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LE55 THEN ONE FULL STORY BELOW
4
A MINIMUM OF TWO 0 AMP SMALL APPLIANCE BRANGH GIRGUIT5 SHALL BE PROVIDED FOR ALL REGEPTAGL OUTLETS IN THE KITCHEN, DINING ROOM PANTRY OR OTHER 51MILAR AR A5.
2 E E E E E E E
THE UPPER LEVEL.
15.
GOUNTERTOP5 IN KITCHENS, PANTRIES, BREAKFAST ROOMS, DINING ROOMS AND 51MILAR AREAS, SPACED 12 INGHE5 OR WIDER SHALL HAVE REGEPTAGLE5 INSTALLED 5UGH THAT NO POINT ALONG THE WALL
4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF THE BATHROOM THAT CONTAINS A BATHTUB OR
15 MORE THAN 2 FEET FROM A RECEPTACLE.
5HOWER UNLE55 TH15 WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SEGTION R314.3.
16.
ALL WALL 5PAGE5, 2 FEET OR MORE IN WIDTH, SHALL HAVE REGEPTAGLE5 INSTALLED 5UGH THAT NO POINT MEASURED ALONG HORIZONTALLY 15 MORE THAN 6 FEET FROM A RECEPTACLE (12 FOOT MAXIMUM
5PAGING).
CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION5:
17.
ALL 120-VOLT, 5I1461-E-PHA5E, 15- AND 20- AMPERE BRANGH GIRGUIT5 SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
5. OUT5IDE OF EAGH SEPARATE 5LEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
LIBRARIES, DENS, BEDROOMS, 5UNROOM5, REGREATION ROOMS, GL05ET5, HALLWAYS, LAUNDRY AREAS, OR 51MILAR ROOMS OR AREA5 SHALL BE PROTECTED BY A L15TED ARG-FAULT CIRCUIT INTERRUPTER.
6. ON EVERY OGGUPIABLE LEVEL OF A DWELLING UNIT, INGLUDING BASEMENTS.
1 a.
ALL REGEPTAGLE5 IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, GRAWL SPACES, UNFIN15HED BASEMENTS, KITCHENS (WHERE RECEPTACLES SERVE GOUNTER TOP SURFACES), LAUNDRY
I. WHERE A FUEL BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS ATTAGHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN
AREA, 51NK5 (WITHIN 6 FEET OF THE EDGE OF THE SINKS, BATHTUBS, OR 5HOWER5), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER (GFGI) PROTECTION.
THE BEDROOM.
1 q.
IN ALL AREAS SPECIFIED IN 210.52, ALL 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE L15TED TAMPER RE515TANT REGEPTAGLE5.
V A N CSIQN�\\��
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■ NO. REVISION DATE ■
CLIENT
HOMEOWN5ER5 AT
11602 5EVEN 5PRIN65 DR.
CUPERTINO, CA
GE TITLE
NEW ROOF PLAN,
DETAILS, & ELECTRICAL
DATE
JOB NUMBER
03/25/2019
00021 q
ARTIST
PAGE NUMBER
RL W
]� n
SCALE
AS NOTED
1/JJG
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case #
Appro�
Approx,
Signah
Co unity Development Department
lanning Division - Cupertino
cuPEariNo APPROVED
Case # D I R-2019-003
Application Number(s)
f
Approval B dy: Director / Staff
3"
Approva I D e 08/27/19
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED. 3„
Signature Glan Paolo Martlre
ilkH
d d
4 -0
Case Manager
b v
4 4 d Q
V ❑ d d
de ❑ a de
b n v a
dQ v q d
3" CLR. MIN. d a 3" CLR. MIN. 1
1 /2 W 1 /2 W
W
SLAB ON GRADE FOUNDATION
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
SSWAB
3'
3" CLR. MIN.
3'1
H
SSWAB
MINIMUM CURB/STEMWALL
,( WIDTH PER 4/SSW1.
J SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
n . • ..°� ^
d
4 q a
d
d ❑ d ^ d
❑ ❑ v' .
q 4 a
d
a q
16F 4tifff
1 /2 W 1 /2 W
CURB OR STEMWALL FOUNDATION
� d
v a
de
4
d q v
d d
❑ d
e
3" CLR. MIN.
`IkWL
"r
W
SSWAB
MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
a~ 4
d d
INTERIOR FOUNDATION BRICK LEDGE FOUNDATION
NOTES:
1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES.
2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED.
3- MAXIMUM H = le - de- SEE 5/SSW1 AND 6/SSW1 FOR le -
STEEL STRONG -WALL ANCHORAGE - TYPICAL SECTIONS
SLAB OR CURB AND
SIMPSON STEEL SURROUNDING FOUNDATION
STRONG -WALL NOT SHOWN FOR CLARITY
d 4� g a
2 4 a a
W s • q a
1 W I a p a a d Wi
n SSWAB
2 W z W
SEE TABLES BELOW FOR DIMENSIONS
FOUNDATION PLAN VIEW
STEEL. STRONG -WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE
SSWAB 314" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
DESIGN CONCRETE ANCHOR ASD ASD de
CRITERIA CONDITION STRENGTH ALLOWABLE (in (�) ALLOWABLE (in (in)
UPLIFT (Ibs) UPLIFT (Ibs)
STANDARD 8,800 22 8 16,100 33 11
CRACKED 9,600 24 8 17,100 35 12
HIGH STRENGTH 18,500 36 12 33,000 51 17
SEISMIC 19,900 38 13 35,300 54 18
STANDARD 8,800 19 7 15,700 28 10
UNCRACKED 9,600 21 7 17,100 30 10
HIGH STRENGTH 18,300 31 11 32,300 44 15
19,900 33 11 35,300 47 16
5,100 14 6 6,200 16 6
STANDARD 7,400 18 6 11,400 T 24 8
9,600 22 8 17,100 32 11
CRACKED 11,400 24 8 21,100 36 12
HIGH STRENGTH 13,600 27 9 27,300 i _ 42 14
15,900 30 10 31,800 46 16
19,900 35 12 35,300 50 17
WIND 5,000 12 6 6,400 14 6
STANDARD 7,800 16 6 12,500 22 8
9,600 19 7 17,100 28 10
UNCRACKED 12,500 22 8 21,900 32 11
HIGH STRENGTH 14,300 24 8 26,400 36 12
17,000 27 9 31,500 40 14
19,900 30 10 35,300 43 15
NOTES:
1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY
REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.
2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR
HIGH STRENGTH (HS) (ASTM A449).
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY
USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND
ACI 318-11 SECTION D.3.3.4.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS,
THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6. REFER TO 1/SSW1 FOR de.
SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI
STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE
STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR4500 PSI CONCRETE
SSWAB 314" ANCHOR_ BOLT
SSWAB 1"ANCHOR
BOLT
SSWAB 314" ANCHOR BOLT SSWAB 1" ANCHOR
BOLT
DESIGN
CONCRETE
FCONDITION
ANCHOR
ASD
W
de
ASD
W
de
DESIGN
CONCRETE
ANCHOR
ASD
W
de
ASD
W
de
CRITERIA
STRENGTH
ALLOWABLE
(in)
(in)
ALLOWABLE
(in)
(in)
CRITERIA
CONDITION
STRENGTH
ALLOWABLE
(in)
(in)
ALLOWABLE.
(in)
(in)
UPLIFT (Ibs)
UPLIFT (Ibs)
UPLIFT (Ibs)
UPLIFT {Ibs)
9,000
20
7
15,700
29
10
8,700
18
6
16,000
27
9
STANDARD
STANDARD
9,600
21
7
17,100
31
11
9,600
20
7
17,100
29
10
CRACKED
18,200
32
11
33,000
46
16
CRACKED
17,800
29
10
32,100
42
14
HIGH STRENGTH
19,900
34
12
35,300
48
1$
HIGH STRENGTH
19,900
32
11
35,300
45
15
SEISMIC
8,800
17
6
15,700
25
9
SEISMIC
9,100
16
6
15,700
23
8
STANDARD
9,600
19
7
17,100
27
9
STANDARD
9,600
17
6
17,100
25
9
UNCRACKED
18,600
28
10
32,600
40
14
UNCRACKED
17,80Q
25
9
32,500
37
13
HIGH STRENGTH
19,900
30
10
35,300
42
14
HIGH STRENGTH
19,900
27
9
35,300
39
13
6,000
14
6
7,300
16
6
5,400
12
6
6,800
14
6
STANDARD
7,300
16
6
13,500
24
8
STANDARD
8,300
16
6
11,600
20
7
9,600
20
7
17,100
29
10
9,600
18
6
17,100
26
9
CRACKED
11,800
22
8
22,700
34
12
CRACKED
11,600
20
7
21,400
30
10
13,500
24
8
27,400
38
13
13,400
22
8
25,800
34
12
HIGH STRENGTH
17,000
28
10
32,300
42
14
HIGH STRENGTH
17,300
26
9
31,000
38
13
19,900
32
11
35,300
45
15
19,900
29
10
35,300
42
14
WIND
6,000
12
6
7,500
14
6
WIND
6,800
12
6
6,800
12
6
STANDARD
7,500
14
6
12,800
20
7
STANDARD
8,500
14
6
12,400
18
6
9,600
17
6
17,100
25
9
9,600
16
6
17,100
23
8
UNCRACKED
12,800
20
7
21,300
28
10
UNCRACKED
12,400
18
6
21,600
26
9
14,800
22
8
26,000
32
11
14,500
20
7
26,700
30
10
HIGH STRENGTH
16,900
24
8
31,300
36
12
HIGH STRENGTH
16,800
22
8
32,200
34
12
19,900
27
9
35,300
39
13
19,900
25
9
35,300
36
12
NOTES:
1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11
APPENDIX D
WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.
2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT.
STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH
F.
DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND ACI
318-11 SECTION D.3.3.4.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED
1 AND
2 FAMILY DWELLINGS IN SDC C.
5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY.
FOUNDATION
DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN
PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6. SEE 1/SSW1 AND 2/SSW1 FOR W AND de.
SSWAB TENSION ANCHORAGE SCHEDULE
3500/4500 PSI
Lh MIN
Lt
4" MIN
STEEL STRONG -WALL SHEAR ANCHORAGE
3"
3„ _
SEISM IC3
WIND°
ASD ALLOWABLE SHEAR LOAD V (Ibs.)'
MODEL
Lt OR
MIN. CURB !
SHEAR
SHEAR
MIN. CURB /
-
#3 HAIRPIN,
#3 TIE, GRADE 60
Lh (in.)
STEMWALL
REINFORCEMENT
REINFORCEMENT
STEMWALL
6" MIN CURB / STEMWALL
8" MIN CURB 1 STEMWALL
WIDTH {in.}
WIDTH (in.)
GRADE 60 REBAR (MIN.)
REBAR (MIN.)
UNCRACKED
CRACKED
UNCRACKED
CRACKED
FIELD TIE AND SECURE DURING
FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT. OVERLAP
CONCRETE PLACEMENT.
SSW12
9
(1) #3 TIE 6
NONE REQUIRED
-
1230
880
1440
1030
VARIES WITH BOLT SPACING.
SSWAB
SSW15
12
(2) #3 TIES 6
NONE REQUIRED
-
1590
1135
1810
1295
SSWAB
SSW18
14
(1) #3 HAIRPIN
8$
(1) #3 HAIRPIN
6
HAIRPIN SHEAR REINFORCEMENT
TIE SHEAR REINFORCEMENT
SSW21
15
(2) #3 HAIRPIN
85
(1) #3 HAIRPIN
6
HAIRPIN REINFORCEMENT ACHIEVES
MAXIMUM ALLOWABLE
SHEAR LOAD OF THE STEEL
STRONG -WALL PANEL
SSWAB
SSW24
17
(2) #3 HAIRPIN
8$ (1) #3 HAIRPIN__r
6
#3 HAIRPIN (#3 TIE SIMILAR).
SSWAB
1 A SEE TABLE FOR REQUIRED QUANTITY.
r
#3 HAIRPIN (#3 TIE SIMILAR).
NOTES:
1%2' CLR
T .
1?2' CLR
SEE TABLE FOR REQUIRED QUANTITY.
1.
SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI
318-11 AND ASSUME MINIMUM
fc=2,500 PSI CONCRETE.
. -
ll r
11 2" SPACING
SEE DETAILS I/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE.
2.
SHEAR REINFORCEMFNT IS NOT REQUIRED FOR PANELS INSTALLED
ON A WOOD FLOOR, INTERIOR FOUNDATION
4 .
APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS.
•
e
'
eME
3.
SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F.
DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY
e
' m ,,r.
°
4
USE WIND ANCHORAGE SOLUTIONS.
4.
WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B.
REGISTERED DESIGN PROFESSIONAL
5.
MINIMUM CURB/STEMWALL WIDTH IS 6" WHEN STANDARD STRENGTH SSWAB IS USED.
4
IS PERMITTED TO MODIFY DETAILS
6.
USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL STRONG -WALL PANEL DESIGN SHEAR
FORCE EXCEEDS THE
FOR SPECIFIC CONDITIONS.
TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD.
4
7.
CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-14 SECTION 17.7.2 AND ACI 318-11 D.8.2.
A
HAIRPIN INSTALLATION SECTION A -A
(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.)
STEEL STRONG -WALL ANCHOR BOLT SHEAR ANCHORAGE
DIAMETER
LENGTH
1 36
HS
HS ON HIGH
STRENGTH MODELS
HEAVY HEX NUT
FIXED IN PLACE ON
ALL SSWAB
ANCHOR BOLTS
HEAVY HEX NUT
PLATE WASHER
HEAVY HEX NUT
STEEL STRONG -
WALL WIDTH
MODEL NO.
DIAMETER
LENGTH
le
12" MODEL
SSWAB314x24
314"
24"
19"
SSWAB314x24HS
314"
24"
19"
SSWAB314x30
314"
30"
25"
SSWAB314x30HS
314"
30"
25"
SSWAB314x36HS
3/4"
36"
31"
15", 18", 21 AND
24" MODELS
SSWAB1x24
1"
24"
19"
SSWAB1x24HS
1"
24"
19"
SSWABlx30
1"
30"
25"
SSWABlx30HS
1"
30"
25"
SSWAB1x36HS
1"
36"
31"
2 SSW ANCHOR BOLTS
7
t-
C
2
u
SSWHSR_KT
1 24
'.11 . HX
t HX ON
EXTENSION KIT
TOP OF CONCRETE
HEAVY HEX NUT
FIXED IN PLACE ON
ALL SSWAB ANCHOR
BOLTS
3/4" OR 1" HIGH
STRENGTH ROD
0
0
HIGH STRENGTH
COUPLER NUT
SSWHSR
AND SSWAB
ASSEMBLY
1
3"
ASSEMBLY le =
SSWAB I e
+ SSWHSR I e + 3"
SSW WIDTH MODEL NO. DIAMETER TOTAL le
LENGTH
12" MODEL SSWHSR3/4-2KT 3/4" 24" 21"
SSWHSR3/4-3KT 3/4" 36" 33"
15", 18", 21 AND SSWHSRI-2KT 1" 24" 21"
24" MODELS SSWHSRI-3KT 1" 36" 33"
5 SSW ANCHOR BOLT EXTENSION
rOP OF
''ONCRETE
3WHSR
T TO LENGTH
NECESSARY
;H STRENGTH
UPLER NUT
SWAB
�4
SSWT EXTERIOR INSTALLATION
SSWTPF PANEL FORM INSTALLATION
rno n� rnr.r•ne-r�
........3 far SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
<<� ��vvB for 5SW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
SSVVT INTERIOR INSTALLATION
SSWTBL BRICK LEDGE INSTALLATION
kc) at,+ c)wvHB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
2x2
U �
a e a
4
A °
SSW ANCHOR BOLT TEMPLATES
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW 15,
SSW18, SSW21, SSW24
7
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NAME
DATE
8-8-201 6
SCALE
N.T.S.
CHECKED
SHEET
sswi
OF, SHEETS
JOB NO.
mmunity Development Department
Planning Division - Cupertino
S } �1 � STD.WA
CUPERTINO APPROV MODE
I
Case# DIR-2019-0 I NO.
SSW 12)
Approva Bo
Approva Da
Signatur
■
■
■
S
0 0 F_
SSW15)
SSW24
55W18)
SSW21 >
SSW24>
SW24
SSW12x,
SSW15x
SSW18x;
SSW2?
SSVV21 x.
0 0
SSW24x.
SS1N21
SSW 12)
SSW15)
0 0
SSW18)
_
SSW18
SSW21)
SSW24)
SSW12)
SSW78
SSW15)
SSW18)
0 0
SSW21)
SSW15
SSW24)
S5W12x
0 0
SSW15x
SSW15
SSW18x
SSW21x
SSW24x
SSW12
SSW15x
WALL PROFILES
SSW18x
SSW21x
SSW24x
SSW15x
SSW 18x
SSW21x
SSW24x
TABLE NOTES: SSW18x
1. SDS%* x 3'/s" SCREWS PROVIDED WITH WALL. SSW21x
2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS.
SSW24x
STEEL STRONG -WALL MODELS
RIM JOIST, BEAM,
OR BLOCKING `
IF APPLICABLE
114" HOLES TO ATTACH
OPTIONAL BLOCKING OR
FRAMING
PRE -ATTACHED
WOOF] STUDS
HOLES PREDRILLED IN
STUDS FOR WIRING.
ADDITIONAL 1-1/8" DIAMETER
HOLES MAY BE DRILLED THRU
WOOD STUDS AT ANY HOLE
LOCATION MATCHING AN
OBROUND HOLE IN
STEEL PANEL FLANGE.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
STEEL STRONG -WALL MODELS
LL -STK WALL HOLDOWN QTY. OF
MODEL H (in) T (in) ANCHOR TOP OF WALL
NO. BOLTSZ SCREWS'
7 - - 80 3 112 (2) 314" 4
7 - - 80 3 112 (2) 1" 6
7 - - 80 3 112 (2) 1" 9
7 - - 80 3 112 (2) 1" 12
7
- -
80
3 112
(2) 1"
14
'.4
- -
85 112
3 112
(2) 314'
4
.4
- -
85 112
3 112
(2) 1"
6
'-4
- -
85112
3 112
(2) 1"
9
'.4
- -
85 112
1 3 112
(2) 1"
12
'.4
- -
85 112
3 112
(2) 1"
14
8
- -
93 114
3 112
(2) 314"
4
8
SSW15x8-STK
93 114
1 3 112
(2) 1"
6
8
SSW18x8-STK
93 114
3112
(2) 1"
9
8
8
9
9
9
9
9
SSW21x8-STK
93 114
3112
(2) 1"
12
SSW24x8-STK
93 114
3 112
(2) 1"
14
4
- -
105 114
3 112
(2) 314"
SSW15x9-STK
105 114
3 112
(2) 1"
6
SSW18x9-STK
105 114
3 112
(2) 1"
9
SSW21x9-STK
105 114
3 112
(2) 1"
12
SSW24x9-STK
105 114
3 112
(2) 1"
14
10
- -
117 114
3 112
(2) 314"
4
10
10
10
10
11
11
11
11
12
12
12
12
13
13
13
SSW15x1a-STK
117 1/4
3 1/2
(2) 1'"
6
SSW18x1D-STK
117 114
3 112
(2) 1'
9
SSW21x10-STK
117114
3 112
{2} 1"
12
14
SSW24x10-STK
117 114
3 112
(2) 1"
SSW15x11-STK
129 114
5 112
(2) 1"
6
SSW18x11-STK
129 114
5 112
(2) 1"
9
SSW21x11-STK
129 114
5 112
(2) 1"
12
SSW24x11-STK
129 114
5 112
(2) 1"
14
6
9
SSW15x12-STK
141 114
5 112
(2) 1"
SSW18x12-STK
141 114
5 112
(2) 1"
SSW21x12-STK
141 114
5 112
(2) 1"
12
14
9
1 12
14
SSW24x12-STK
141 114
5 112
(2) 1"
SSW1 8x13-STK
SSW21x13-STK
SSW24x13-STK
153 114
5 112
(2) 1"
153 114
153 114
5 112
5 112
{2) 1"
(2) 1"
SINGLE -STORY SSW ON CONCRETE
A
TOP PLATE
78 MAXIMUM WOOD SHIM
WITH SDS 14' x 312" SCREWS.
FOR SHIMS GREATER
THAN78', SEE 5
SSW2,
ATTACH TOP OF WALL TO TOP PLATES
WITH SDS %" x 3Y? SCREWS (PROVIDED)
STEEL PANEL
OPTIONAL PILOT HOLE
PREFABRICATED HOLES IN STEEL
PANEL. (VARY WITH EACH MODEL)
ADDITIONAL CUTTING OF STEEL
WALL OR ENLARGING OF EXISTING
HOLES NOT PERMITTED,
ELECTRICAL BUSHINGS
AT ALL ROUND MECHANICAL HOLES.
4 OR / 7
;W2, ,55W2. ALTERNATE
GARAGE HEADER re2
ROUGH OPENING HEIGHT SSW2ALTERNATE
MODEL
H
ROUGH
Na.
CURB
OPENING
HEIGHT
5SW12x7
SSW15x7
5y�,
7'- 11'"
SSW18x7
SSW21 x7
6"
7' - 2"1
SSW24x7
SSW12x8
SSW15x8 5y?
8' -0/4"
0
0
SSW18x8
°
SSW21 x8 6"
8' _ 314"
°
SSW24x8
Q
1. THE HEIGHT OF THE GARAGE CURB
ABOVE THE GARAGE SLAB IS CRITICAL
FOR THE ROUGH HEADER OPENING AT
GARAGE RETURN WALLS.
2. SHIMS ARE NOT PROVIDED WITH
STEEL STRONG -WALL.
3. FURRING ON UNDERSIDE OF GARAGE
HEADER MAY BE NECESSARY FOR
0
0
POST & POST
LESSER ROUGH OPENING HEIGHTS.
BASE DETAIL
BY OTHERS
RI
OPENING
HEIGHT
2
SHEAR TRANSFER
DESIGN & DETAILS
RY OTHERS
MIN WIDTH
_.ADER BY
FHERS. FOR
JLTI-PLY HEADER
-QUIREMENTS
:E 11
SS
SHEET SSW4
GARAGE PORTAL FIRST STORY WALL:
_TEM WHEN SSWP-KT ADD -STK TO MODEL
IS SPECIFIED NAME.
EXAMPLE: SSW21x9-STK
❑ 0
SSW2
PLACE SSW PANEL OVER
a o 0 o THE ANCHOR BOLTS AND
SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
I USE 1'4" WRENCH 1 SOCKET FOR 314" NUT
° -47USE 1� " WRENCH/ SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
1 ....� i 4 •\
a 6 ad Q q
1 e 4 14 SEE SSW1 TO .5 W FOR
I I e ANCHORAGE SOLUTIONS
° d 11 e 11
Li
4 d 4 dp REGISTERED DESIGN PROFESSIONAL
4 .2 IS PERMITTED TO MODIFY DETAILS
�- FOR SPECIFIC CONDITIONS.
STEEL
STRONG -WALL
MING BY
OTHERS, a
TYPICAL
Ira II°
4 II e1 tl
STRONG -WALL ON CONCRETE 4 Qe II
SECTION
FOR 8" TO 12" BLOCK DEPTHS PLACE SSW PANEL OVER
- l SIMPSON GS16 STRAPS REQUIRED THE ANCHOR BOLTS AND 1 4
WITH 10dx1'/z NAILS (0-148" x 1-7) SECURE WITH HEAVY SSW1 55W1
SHIM BLOCK HEIGHTS GREATER HEX NUTS. (PROVIDED) -SEE TO FOR
THAN 8"AND UP TO 10": USE 1Y�" WRENCH !SOCKET FOR 314" NUT ANCHORAGE SOLUTIONS
8 NAILS INTO BLOCK
8 INTO SSW NAILER STUD USE 1�i$" WRENCH 15OCKET FOR 1" NUT REGISTERED DESIGN PROFESSIONAL
SHIM BLOCK HEIGHTS GREATER NUTS SHALL BE SNUG TIGHT. IS PERMITTED TO MODIFY DETAILS
THAN 19" AND UP TO 12 DO NOT USE AN IMPACT WRENCH.
10 NAILS INTO BLOCK FOR SPECIFIC CONDITIONS.
10 INTO SSW NAILER STUD
DRILL 2" DIAMETER x 1"
DEEP HOLE OR NOTCH
2"x2"x1" DEEP MAX. IN
SHEATHING & RIM JOIST, 1
SET LOWER NUT FLUSH I o a o 0
NAILING WITH TOP OF SHEATHING.
BY OTHERS SSW BASE PLATE SHALL l
JOIST HANGER SIT FLUSH & LEVEL ON NUTS.
(IF REQUIRED) 1 e
❑ ❑� 11
{ ,
4 � I
COUPLER NUT 11 1 1 a �I f A
AND THREADED �� I � 1 � L
RODS (INCLUDED 1 °
WITH SSW_-1 KT) 1 b °
II II
8 11 ❑ II
SEE SHEET
SSW1 FOR
ANCHORAGE INTERIOR ELEVATION
SOLUTIONS.
2x FLAT SHIM BLOCKJ� #14 SCREWS TO
I toll ALTERNATE 1ST FLOOR WOOD FRAMING 7 PANEL wiTHSSW(PROVIDED
LTP4 SPACING _ 4x SHIM BLOCK _
BY OTHERS
ATTACH WITH SDS14" x 4Y2' ATTACH SDS SCREWS 2nd STORY REGISTERED DESIGN PROFESSIONAL
SCREWS TO SHIM BLOCK TO SHIM BLOCK STEEL STRONG -WALL - IS PERMITTED TO MODIFY DETAILS
INSTEAD OF SDS1.4" x al;"
FOR SPECIFIC CONDITIONS.
0 0 0 0 SCREWS PROVIDED. o o 0
ADJACENT FRAMING Q a Q
BY OTHERS SHEAR TRANSFER PLATE FLOOR SHEATHING
AND #14 SELF -DRILLING SCREWS
2x FLAT SHIM BLOCK 4x SHIM BLOCK (PROVIDED WITH SSW-2KT).
PLACE SSW PANEL OVER THREADED
RODS AND SECURE WITH HEAVY HEX
NUTS (PROVIDED). USE
1 114" WRENCH/SOCKET FOR 314" NUT
1 518" WRENCH/SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
- SIMPSON A34 EACH SIDE
SOLID BLOCKING BELOW
r STEEL STRONG -WALL
WOOD FIRST -FLOOR
WALL CONNECTION KIT
WALL MODEL
WIDTH OD CONTENTS
(in)
12 SSW12-1KT EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
15 SSW15-1KT (with #14 SCREWS)
18 SSW18-1KT (2) 314"x18" or 1" x 18" THREADED
RODS (ASTM A36)
21 SSW21-1KT (2) COUPLER NUTS
(2) HEAVY HEX NUTS
24 SSW24-1KT INSTALLATION INSTRUCTIONS
ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY.
MODEL SSW_-1KT . EXAMPLE: SSW21-1KT
0 0 0 0
SHEAR TRANSFER
PLATE, (PROVIDED
° ° WITH SSW_-1KT}
RIM JOIST
Ea L
•
4x SHAPED I ❑ FLOOR FRAMING AT 2'-0"
d I d Q I 4 a A OC MAX. WHERE FRAMING
SHIM BLOCK SOLID BLOCKING BELOW I 1 1 0
CRIPPLE SHEAR WALL, STEEL STRONG -WALL 10d COMMONS I 4 I a d IS PARALLEL TO WALL,
(12" MAX. DEPTH TO FRAMING I INSTALL BLOCKING WITHIN
BLOCKING AND STRAP BETWEEN FLOOR FRAMING NOT PROVIDED ❑ I 1 J
AT TALL END) 10d COMMON NAILS ( ) SHEAR TRANSFER 6" OF EACH END OF SSW.
BY OTHERS -
(NOT PROVIDED) ° BY OTHERS BLOCKING DEPTH SHALL
LTP4 SPACING (LTP4 SHOWN) MATCH FLOOR FRAMING.
BY OTHERS EXTERIOR ELEVATION SECTION
ATTACH SIDS SCREWS RIM JOIST
ATTACH SDS SCREWS TO BLOCKING
TO SHIM BLOCK FIRST FLOOR AT WOOD FRAMING NOTES:
0 0 0 0 0 o a o SHEAR TRANSFER 1. USE WOOD FIRST -FLOOR ALLOWABLE LOAD TABLES FROM THE
0 0 Q r ADJACENT Q Q Q 0 ADJACENT FRAMING BY OTHERS STRONG -WALL CATALOG FOR THIS INSTALLATION.
BY OTHERS (SIMPSON LTP4 SHOWN FOR PERPENDICULAR FLOOR FRAMING SPACED 7
FRAMING ILLUSTRATION) AT 2'-0" OC MAXIMUM. WHERE FRAMING 2. USE ALTERNATE DETAIL TO ACHIEVE MAXIMUM ON -CONCRETE REGISTERED DESIGN PROFESSIONAL
BY OTHERS ALLOWABLE LOADS. 55�. IS PERMITTED TO MODIFY DETAILS
RAKE WALL CRIPPLE WALL IS PARALLEL TO WALL, INSTALL
BLOCKING WITHIN 6" OF EACH END OF 3. FOR TWO-STORY STACKED STEEL STRONG -WALLS WITH WOOD FOR SPECIFIC CONDITIONS.
SDS 14" x 312' SCREWS STEEL STRONG -WALL. BLOCKING DEPTH 7
REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: {INCLUDED WITH WALL) FIRST FLOOR, USE ALTERNATE DETAIL
1. SHEAR TRANSFER REGISTERED DESIGN PROFESSIONAL SHALL MATCH FLOOR FRAMING DEPTH. SSW2
2. OUT OF PLANE LOADING EFFECT IS PERMITTED TO MODIFY DETAILS FIRST STORY 4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER
3. INCREASED OVERTURNING AND DRIFT FOR SPECIFIC CONDITIONS. STEEL STRONG -WALL FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION.
DUE TO ADDITIONAL HEIGHT.
TOP OF WALL HEIGHT ADJUSTMENTS 5 TWO-STORY STACKED FLOOR SECTION 8
DRILL 2" DIAMETER x 1" PLACE SSW PANEL OVER THREADED
DEEP HOLE OR NOTCH 1 RODS AND SECURE WITH HEAVY HEX
2"x2"x1" DEEP MAX. IN
2 OR 5
55 SSW2 ALTERNATE
STEEL
STRONG -WALL
BLOCKING
BELOW SSW
JOIST HANGER
_ (IF REQUIRED)
55W-STK OPTION -
(FACTORY INSTALLED)
M�
i
f
NUTS (PROVIDED). USE
1 5!8" WRENCHISOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
SIMPSON A34 EACH SIDE
STANDARD l 1" DIAMETER f SOLID BLOCKING BELOW
STEEL STRONG -WALL THREADED Rorsc r STEEL STRONG -WALL
AT 2nd FLOOR
ORDER TWO-STORY
STACKED WALL
CONNECTOR KIT
SEPARATELY.
MODEL SSW -2KT .
SHEATHING & RIM JOIST,
SET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS,
ROD (PROVIDED W
LENGTH SSW_2KT)
T
FOR SHIMS GREAT
THAN 718" SEE
MAXIMUM UPPER PANEI
ROD LENGTH REDUCTION I
18 INCHES 1,00
21 INCHES 0,94
ROD LENGTH IS TOTAL OF F
JOIST DEPTH PLUS TOP PLA
PLUS SHIM THICKNESS.
]RILL 1 1116" MAX DIAMETER
ROLE IN DOUBLE TOP
'LATE FOR RODS
ATTACH TOP OF SSW TO
TOP PLATES WITH
SDS'/" x 3'/z" SCREWS
(PROVIDED WITH SSW)
HEAVY HEX NUTS TOP
AND BOTTOM {PROVIDED
WITH SSW_-2KT). NUTS SHALL
BE SNUG TIGHT. DO NOT
USE AN IMPACT WRENCH.
INTERIOR ELEVATION
SHEAR TRANSFER I
AND #14 SELF -DRILLING SC
(PROVIDED WITH SSW.
EXAMPLE: SSW21-2KT
SHEAR TRANSFER
-
BY OTHERS
Q
Q
Q
(LTP4 SHOWN)
REGISTERED DESIGN PROFESSIONAL
Q
Q
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL H 10d COMMOP+
IS PERMITTED TO MODIFY DETAILS CURB {NOT INCLUD
FOR SPECIFIC CONDITIONS. d� u U a WALL CONNECTION KIT
4 n s a
WALL MODEL
_� m
4 CONTENTS
a 4 '
WIDTH
SSW2 -- _"_._�... _. .- , , , . , , , (in)
ND.
GARAGE WALL OPTION 7 GARAGE WALL OPTION 2 IFA
j14 d 1 I II 15 SSW15-2KT EACH KIT CONTAINS:
NOTE: FOR GARAGE WALL OPTION 2 II d I ' , II (1) SHEAR TRANSFER PLATE
REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR-R 18 SSW1
7-FT. HIGH STEEL STRONG -WALL MODELS d {� I l� (with #14 SCREWS}
1. SHEAR TRANSFER 4 OR 7 `� �� (2) 1" x 48" THREADED RODS {A5TI1
ARE 80", 2" TALLER THAN 7-FT. HIGH WOOD I I J I REGISTERED DESIGN PROFESSIONAL 21 SSW21-2KT {6) HEAVY HEX NUTS
STRONG -WALL SHEARWALLS 2. OUT OF PLANE LOADING EFFECT SSW2 SSW2 ALTERNATE I
3. INCREASED OVERTURNING AND DRIFT DUE
IS PERMITTED TO MODIFY DETAILS 24 SSW24-2KT INSTALLATION INSTRUCTIONS EXTERIOR ELEVATION
TO ADDITIONAL HEIGHT, FOR SPECIFIC CONDITIONS. -
ALTERNATE GARAGE WALL OPTIONS 3 TWO-STORY STACKED 6 TWO-STORY STACKED FLOOR FRAMING
fT
4
FIRST FLOOR AT WOOD FRAMING
HEADER BY OTHERS. 16d COMMON NAILING. SEE SIDE
2 PLY 2x12 MIN WITH 1 VIEWS FOR SPACING.
SHEATHING BETWEEN PLYS
OR 2 PLY 134'x11'8' MIN. LVL
(2 PLY LVL SHOWN) INSTALL 5DS14"x312"SCREWS. SEE SIDE VIEWS
FOR NUMBER & SPACING
NOTE: (SCREWS BY INSTALLER)
MULTI -PLY HEADERS MAY BE
USED WITH STEEL STRONG-
WALL FOR WIND DESIGNS OR - 1 i REGISTERED DESIGN PROFESSIONAL
IN SEISMIC DESIGN CATEGORIES + 1 2 IS PERMITTED TO MODIFY DETAILS
A-C {IBC &IRO} ONLY 1 FOR SPECIFIC CONDITIONS.
SDS14"x312" SCREWS
\ PROVIDED WITH WALL
SSW
SSW MULTI -PLY HEADER CROSS SECTION
10
211 per.
2" +f 1
INSTALL SDS 114"x3 112" SCREWS
3
HORIZONTALLY THROUGH LVL OR
2 x LUMBER HEADER PLYS. 4 SCREWS
TOTAL FOR SSW12, 6 SCREWS TOTAL
4
FOR SSW15, SSW18, SSW21 AND SSW24.
2,
SDS 1/4"x3 1/2" SCREWS PROVIDED
1
+
WITH WALL
FASTEN PLYS TOGETHER WITH 16d
COMMON NAILS AT 16" O.C. ALONG EACH
EDGE OF BEAM.
1
2 ; .4
15132" SHEATHING BETWEEN
°
2x HEADER PLYS SHALL MATCH HEADER
DEPTH AND EXTEND FULL WIDTH OF
STEEL STRONG -WALL
SSW, MINIMUM.
- (SSW18 SHOWN)
SIDE VIEW
SSW WITH MULTI -PLY HEADER
MULTI -PLY HEADERS 7'I
1. STEEL STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY, INC."
HOME OFFICE: 5956 W. LAS POSiTAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597,
"SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE
BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY
COMPONENTS FOR THE STEEL STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.
7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES,
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
9 NOTES 12
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8-8-201 6
SCALE
N.T.S.
CHECKED
SHEET
SSW2
OF SHEETS
10B N0.