14040085CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: 20746 CELESTE CIR
CONTRACTOR:
PERMIT NO: 14040085
GpdV Sr(1r<- U GTJ U N
OWNER'S NAME: TONY YAT -WAI AU
DATE ISSUED: 04/15/2014
OWNER'S PHONE: 4088664537
PHONE NO:
JOB DESCRIPTION: RESIDENTIAL COMMERCIAL
LICENSED CONTRACTOR'S DECLARATION
REMOVE AND REPLACE PATIO DECAY LIKE FOR LIKE
Lic. # `"1
License Cl�ass��
/!,�
Contractor'i.> L `-� ��"t Date
I hereby affirm that I am licensed under the provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business & Professions
Code and that my license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self - insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Sq. Ft Floor Area:
Valuation: $11700
I have and will maintain Worker's Compensation Insurance, as provided for by
APN Number: 32658014 00
Occupancy Type:
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
PERMIT EXPIRES IF WORK IS NOT STARTED
correct. I agree to comply with all city and county ordinances and state laws relating
WITHIN 180 DAYS IT ISSUANCE OR
to building construction, and hereby authorize representatives of this city to enter
180 D LED INSPECTION.
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
Is e, S
gran ting o ditionally, app licant understands and will comply
with all n gulation p the Cupertino Municipal Code, Section
nte
9 18.
RE- ROOFS:
Sign re Date y l
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
❑ OWNER- BUILDER DECLARATION
Signature of Applicant: Date:
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale (Sec.7044,
Business & Professions Code)
I, as owner of the property, am exclusively contracting with licensed contractors to
HAZARDOUS MATERIALS DISCLOSURE
construct the project (Sec.7044, Business & Professions Code).
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. I will
I hereby affirm under penalty of perjury one of the following three
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
declarations:
Health & Safety Code, Section 25532(a) should I store or handle hazardous
I have and will maintain a Certificate of Consent to self - insure for Worker's
material. Additionally, should I use equipment or devices which emit hazardous
Compensation, as provided for by Section 3700 of the Labor Code, for the
air contaminants as defined by the Bay Area Air Quality Management District I
of the work for which this permit is issued.
will maintain compliance ' t e Cupertino M icipal Code, Chapter 9.12 and
'
performance
I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
the Health & Safety Code, Sec 505, 2553 and 25534.
Owner or authorized ag n Date: 1
permit is issued.
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to the Worker's
CONSTRUCTION LENDING AGENCY
Compensation laws of California. If, after making this certificate of exemption, I
become subject to the Worker's Compensation provisions of the Labor Code, I must
I hereby affirm that there is a construction lending agency for the performance of
forthwith comply with such provisions or this permit shall be deemed revoked.
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
APPLICANT CERTIFICATION
Lender's Address
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
ARCHITECT'S DECLARATION
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
I understand my plans shall be used as public records.
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
Licensed Professional
9 18.
Signature Date
CUPERTINO
CONSTRUCTION PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255
(408) 777 -3228 • FAX (408) 777 -3333 • building(ftuoertino.org
❑ NEW CONSTRUCTION I I ADDITION ICI ALTERATION / TI ❑ REVISION / DEFERRED ORIGINAL PERMIT #
PROJECT ADDRESS 20746 Celeste Circle
APN # O /
_ T Y YAr W I
PHONE
E-MAIL
OwNERNAME De Anza Forge HOA
408.866.4537
STREET ADDRESS 2 2 6 Z-/
CITY, STATE, ZIP
FAX
a Q /
JackieMcGarry
CONTACT NAME
Archway, The Management Company
PHONE
I 408.866.4537
E -MAII,
•ime.g4m@archwavtmc.com
STREE ADDRESS
P.�. Box g20819osatos,
CITY,S TE, P
CA 95032
FAX
4o8.866.46i9
❑ OWNER ❑ OWNER - BUDDER M OWNERAGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT
CONTRACTOR NAME
LICENSE NUMBER
LICENSE TYPE
BUS. LIC #
Bob Tedrick
923594
B
COMPANY NAME
E -MAIL
FAX
BTC Bob Tedrick Construction Inc.
NicoleF@btcquality.com
2 . 8. oo
STREET ADDRESS
CITY, STATE, ZIP
PHONE
2021 Las Positas Court Suite 1
Livermore, CA 94551
925-454-0358
ARCHITECT/ENGINEER NAME
LICENSE NUMBER
BUS. LIC #
Mike Koontz
CACE35312, CASE2832
COMPANY NAME
E -MAIL MKoontz@Qengineers.com
FAX
UILICI ENGINEE INC.
4o8.583.0329
STREET ADDRESS
o Union Avenue Suite 200
CITY STATE ZIP
Cam 'bell, CA 95oo8
PHONE
4o8.583.0323 Ext. 13
DESCRIPTION OF WORK Decay repair on existing private patio
EXISTING USE
PROPOSED USE CONSTR
TYPE
# STORIES
I
USE
TYPE
OCC.
SQ.FT.
VALUATION ($)
EXISTG
NEW FLOOR
DEMO
TOTAL
AREA
AREA
AREA
NETAREA
BATHROOM
KITCHEN
OTHER
REMODEL AREA
REMODELAREA
I
REMODELAREA
PORCH AREA
DECK AREA
TOTAL DECYIPORCH AREA
GARAGE AREA: LIDETACH
I
[]ATTACH
I
# DWELLING UNITS:
IS A SECOND UNrr ❑ YES
SECOND STORY ❑YES
BEING ADDED? ❑ NO
ADDITION? ❑NO
PRE- APPLICATION ❑ YES IF YES, PROVIDE COPY OF
IS THE BLDG AN ❑ YES
TAL VALUATION:
PLANNING APPL # []NO PLANNING APPROVAL LETTER
EICHLER HOME? []NO
-
Q
By my signature below, I certify to each of the following: I am the property owner o nze ag on the owner's behalf. I have read this
application and the information v ovi is correct I have read the Description of Work and verify it is . I agree to comply with all applicable local
ordinances and state Iaws re tin g nstruction. I authorize representatives of Cupertino to er eta a ove- identified property for inspection purposes.
Signature of Applicant/Agent: Date: 04.10.2014
SUPPLEMENTAL INFORMATION REQUIRED
PLAN CHECK TYPE
ROUTING SLIP
❑ ovER THE COUrrrER
❑ BUILDING PLAN REVIEW
_ New SFD or Multifamily dwellings: Apply for demolition permit for
existing building(s). Demolition permit is required prior to issuance of building
permit for new building. -
❑ EXPRESS
❑ PLANNING PLAN REVIEW
_ Commercial Bldgs: Provide a completed Hazardous Materials Disclosure
❑ STANDARD
❑ PUBLIC WORKS
form if any Hazardous Materials are being used as part of this project.
❑ LARGE
❑ FIRE DEPT
Copy of Planning Approval Letter or Meeting with Planning prior to
-submittal
MAJOR
❑ SANITARY SEWER DISTRICT
of Building Permit application.
❑ ENVIRONMENTAL HEALTH
B1dgApp_2011.doc revised 06121111
MUM CITY OF CUPERTINO
UUr Ti crI'rM A WnD _ 1P.1I T11 ,D1NC DlVTCTnN
OCCUPANCY TYPE:
20746 CELEST CIRCLE
DATE: 04/15/2014
REVIEWED BY:
ILIADDRESS:
APN:
BP #:
*VALUATION: 1$11,700
*PERMIT TYPE: Building Permit
PLAN CHECK TYPE: Alteration / Repair
PRIMARY
SFD or Duplex
-% 2nd Unit? Yes '% No
® Yes GNo
PENTAMATION 1 R3SFDREM
PERMIT TYPE:
USE:
OTC?
$0.00
WORK
REMOVE AND REPLACE PATIO DECAY LIKE FOR LIKE
Permit Fee: Hourly Only? ® Yes Q No
$0.00
SCOPE
0,0
OCCUPANCY TYPE:
TYPE OF
CONSTR.
FLR AREA
s.f.
PC FEES
PC FEE ID
BP FEES
BP FEE ID
R -3 (Custom)
II- B,111- B,IV,V -B
0
$0.00
0.0
$0.00
$0.00
PME Plan Check:
$0.00
Permit Fee: Hourly Only? ® Yes Q No
$0.00
Suppl. Insp. Fee: Reg. () OT
0,0
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
$0.00
TOTALS:
0
$0.00
$0.00
ME.CH, HOURLY "_. QVRLY Yes :. No ; ELEC,,HOURLY , ®Yes . Q No'
vfec }t T'la t Y,ccx I'hutah. Plan (.'hecl, I tec. I'/an Ch"'(7'
i f .ch M'rir lit Fee: 1'lr;mb. Permit !"Ce:
Irtsi. Other PlUmb fnst. odlur Irsp,
}c -cr•.
Inv), Ptrutrb. h;sp. Fee: /''10(, fns "" CC':
NOTE: This estimate does not include fees due to other Departments (i e. rtammng, rumuc worKs, rare, aunttury .ewer'Utatrtct, vvt
FEE ITEMS (Fee Resolution 11 -053 Eff. 711113)
FEE
QTY /FEE
-
MISC ITEMS
Plan Check Fee: Hourly Only? 0 Yes (F) No
$0.00
1� hours Plan Check, Hourly
$139.00 1STPLNCK
Suppl. PC Fee: Reg. ® OT
0.0
hrs
$0.00
PME Plan Check:
$0.00
Permit Fee: Hourly Only? ® Yes Q No
$0.00
Suppl. Insp. Fee: Reg. () OT
0,0
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
$0.00
( "'on' -u (`rion E CIA'.
f }llitll.ti'tl'(7 il`t'`'C't':
0
E)
Work Without Permit? ® Yes Q) No
$0.00
Advanced Planning- Fee:
$0.00
I L I hours Inspections
$278.00 ISTINSP Inspection, Hourly
G
0�
- 1 -,wel 0r?ciorwrocition Fees:
Strong Motion Fee:
1BSEISMICR
$1.17
Select an Administrative Item
Bldg, Stds Commission Fee: 1BCBSC
$1.00
S
$2.17
$417.00
TOTAL FEE:
$419.17
Revised: 04101/2014
De Anza Forge
Homeowners Association
Friday, April u, 2014
To: City of Cupertino
Community Development Department
Building Division
103oo Torre Avenue
Cupertino, CA 95014 -3255
Re: De Anza Forge Homeowners Association
20746 Celeste Circle
Please be informed that BTC Bob Tedrick Construction has been contracted to complete the
decay repair on the existing private patio at this address. This is an HOA responsibility, and the
homeowner has given Archway, The Management Company permission to act on their behalf.
You may contact us at anytime via telephone 4o8.866.4537 or fax 4o8.866.4619. Thank you for
your assistance.
Sincerely,
r C
f
Jackie McGarry
Association Manager
Archway, The Management Company
P.O. Box 320819, Los Gatos, CA 95032-0113
408 -866 -4537 / FAX 408 -866 -4619
GENERAL NOTES: MATERIAL SPECIFICATIONS
• ALL MATERIAL AND WORKMANSHIP SHALL CONFORM 70 THE CALIFORNIA BUILDING BDLTSi
CODE 2013 EDITION AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. NI anchor and machined bolts. nuts. & washers shall be galvanized compatible w /grode A307.
• THE CONTRACTOR SHALL CHECK ALL DRAWINGS IMMEDIATELY UPON THE BW
RECEIPT AND SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE Minimum connection of wood members shall be in conformance with 2007 CBC Table No.
STARTING WORK. QULICI ENGINEERS INC. SHALL BE NOTIFIED OF ANY 23- II -B -1. NI nails to be common wire round head nags per ICBO Report /NER -272,
DISCREPANCIES. U.O.N. Nob In exterior applications shall be corrosion resistant. See below for minimum
• DIMENSIONS PROVIDED ARE FROM ORIGINAL CONSTRUCTION DRAWINGS FIELD nails sizes. Where nags tend to split wood. predrill holes 778 nail diameter. Nailing not
CONDITIONS MAY VARY GREATLY. CONTRACTOR IS RESPONSIBLE FOR FIELD sigwn in the drawkge or rated in the above reference dal bs al bast two nits al all
CHECKING ALL DIMENSIONS AND ANY FIELD CONDITIONS WHICH MAY AFFECT THE eontoct points using Bd thru ix minimum and 16d thru 2x material.
CONSTRUCTION PROCESS. ALL DEVIATKNJS FROM FLANS MUST BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Metal framing devices shell be ge manufactured Sim or ICBO raved
• BID TO BE BASED ON PRIMARY DETAIL. UNIT PRICE TO BE PROVIDED FOR nil by Simpson Company, approved
ALTERNATE DETAIL CONSTRUCTION MANAGER TO INDICATE APPROPRIATE equivalent Metal framing devices as shown on the drawings are as Indicated In the Simpson
DETAIL DURING CONSTRUCTION. Company catalog. All dsvkes *hall be Installed per manufacturers recommendations. Submit
•CONNECTIONS AND IMPLIED CONSTRUCTION ASSEMBLIES THAT ARE NOT any proposed substitutions to Quiliei Engineers Inc. for review prior to construction. NI
SPECIFICALLY DESCRIBED OR DETAILED SHALL BE CONSTRUCTED USING fostenere shall bs Props installed in all hardware. M nob used for Simpson products
STANDARD CONSTRUCTION PRACTICES IN COMPLIANCE WITH THE GOVERNING shall be Simpson nods ( 10, N16, etc.). U.O.N. Use Simpson WB126 or construction bracing
CODES AND ORDINANCES. per to installation of shwrwall sheathing. Do Not use let -in bracing.
• WHEN DEFAILS LABELED 1YPICAL' OR SIMILAR' ARE GM N ON DRAWINGS. . ALL HARDWARE AND FASTENERS SWILL BE GALVANIZE PLATED.
THE CONTRACTOR SHALL APPLY THE INTENT OF THE DETAIL TO THAT SPECIFIC CONDITION. UG SCRIEWS
• WRf17EN INFORMATION AND DMENSONS SHALL TAKE PRECEDENCE OVER GRAPHIC Log screws are ASTM A307. Lag screws shall be screwed into predrilled holes of the some
INFORMATION. CO NOT SCALE DRAWINGS. diameter as the root of the thread. Enlarge hole to shank diameter for the length of the shank.
FRAMING NAILS
• ALL WORK IS TO BE COORDINATED SO THAT COOPERATION BETWEEN THE TRADES WHERE REOUIRED. 5¢e Diameter Length Gauge Head Size Comments
• TRADE NAMES AND MANUFACTURERS REFERRED TO ARE FOR QUALITY STANDARDS gal 0.131 in 2 2 in 10.25 8 32 in
ONLY, EQUIVALENT SUBSTITUTIONS 1 FU IONS WILL BE PERMITTED AS APPROVED BY THE ENGINEER. tOd 0.148 in 3 1 9 5/16 in
• CAREFULLY REMOVE EXISTING STUCCO SIDING AS REOUIRED. PAINT TO MATCH EXISTING. 12d 0.148 in 3 1/4 in 9 5/16 in
. CAREFULLY REMOVE EXISTING TRIM SO AS NOT TO DAMAGE EXISTING STUCCO SIDING. PRIME
NEW TRW ON ALL SIX SIDES. INSTALL NEW TRIM PER SECTIONS AND DETAILS. PANT ASTM A992 or A572 -GR50
TO MATCH EXISTING. Square tubkg ASIA A500 Grade B
• INSTALL WALKWAY COATING PER MANUFACTURER'S DIRECTIONS, RECOMMENDATIONS. Machine bolls• anchor bolts and nub ASTM A307
INSTALLATION DETAILS. AND I.C.B.O. REPORT WHERE N'PUCABLE Electrodes for shielded metal arc wsldmq AWS A5.5 E70XX
BALCONIES, WALK WAYS. MNDNW. EXTERIOR STAIRWAYS, OCCUPIED RDOFS AND SIMILAR SURFACES Electrodes for submerged -arc weldig VtA S A5.17 F7X -XXX
• EXPOSED TO THE WEATHER SHALL BE WATERPROOFED AND SLOPED A MINIMUM OF 1 4 Metal primer shall conform with federal
UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE) FOR DRAINAGE. SURFACES SMALL SLOPE point Apply one coat to all surface except areas of faW welding, prime where
coat
TO DRAINS AND _ ail, and whore
embedded in concrete. NI butt welded Joints shall be AIMS and RISC complete
• ((, ) INDICATES CONTRACTOR TO VERIFY DIMENSION PRIOR TO START OF WORK. Penetration welds. Submit shop and erection drowkas for review prior to fabrication.
L`ONIRAC'TOR SHALL IMMEDIATELY NOIFY ENGINEER OF ANY SIGNIFICANT VARIATION. Specbl Inspection is required for all welding and high strength bolting. A welding
• uoecs se
shall be planned to minimize residual stress and distortions of
ALL NEW FINISHES SHILL MATCH EXISTING. 1'.
• REMOVE AND REINSTALL EXISTING DOWNSPOUTS AND GUTTERS AS REQUIRED TO INSTALL FLASHING. shall comply with roust edition.
d irons. NI dsto8ing, tobriectbn, oral erection
• ALL NEW AND EXISTING FLASHING SHALL BE INTEGRATED IN 'SHINGLE' FASHION 70 Al astgng shot obtain full Purchase with a minimum of one- quarter -inch
exposed PROVIDE A COMPLETE WATER PROOF SYSTEM WHICH PREVENTS WATER AND MOISTURE Holes for bolts In structural steel shall be 1/16' did. lamer then bolt shank. U.O.N.
INTRUSION INTO THE WOOD FRAMING.
.
PROVIDE SERF VENTS AT ALL SOFFITS. MISCELLAN Cru_'c
• WHERE EXISTING MATERIALS OR FINISHES ARE DAMAGED DURING CONSTRUCTION OR • BUILDING PAPER SHALL BE 15/ OR 30/ ASPHALT SATURATED FELT CONFORMING
REMOVAL THEY SHALL BE REPLACED, AT THE CONTRACTORS' EXPENSE. WITH LIKE IN TO FS UU -979a, TYPE 1, GRADE D.
KIND AND FINISHED PER THE NOTES TO MATCH EXISTING AND REINSTALLED. 3FdLdNL-
• CONNECTIONS AND IMPLIED CONSTRUCTION ASSEMBLIES THAT ARE NOT • SIKAFLDX AS MANUFACTURED ETY SI KA CORPORATION FOR THIS SPECIFIC USE
SPECIFICALLY DESCRIBED OR DETAILED SHALL BE CONSTRUCTED USING
STANDARD CONSTRUCTION PRACTICES IN COMPLIANCE WITH THE GOVERNING • ALL NEW FINSHES SHALL MATCH EXISTING.
CODES AND ORDINANCES.
CONTRACTOR TO SUBMIT A WORK PLAN TO OWNER, CONSTRUCTION MANAGER. AND ENGINEER ALL NEW AND EXISTING FLASHING SHILL BE INTEGRATED N SHINGLE' FASHION TO N FREEWAY 280 S
FOR RENEW MDR TO BEGINNING WORK. PROVIDE A COMPLETE WATER PROOF SYSTEM WHICH PREVENTS WATER AND MOISTURE
INTRUSION INTO THE WOOD FRAMING. /� �ry�
THEN w THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON • PROVIDE VENTILATION AT ALL SOFFITS. `1 �� �ty y LY�(y)!� N
THE DRAWINGS OR CALLED FOR N THE GENERAL NOTES. THAN THEIR CONSTRUCTION SHALL . WHERE EXISTING MATERIALS OR FINISHES ARE DAMAGED DURING CONSTRUCTION OR JIl1 a Fo(iR(
BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITION THAT ARE SHOWN OR CALIED FOR. REMOVAL THEY SHALL BE REPLACED, AT THE CONTRACTORS' EXPENSE. WITH LIKE IN
..
S LyaLFry KIND AND FINISHED PER THE NOTES 70 MATCH EXISTING AND REINSTALLED. 'V .',,
Construction acMractor agree that in accordance with generally accepted combuction
yroetkss, construction contractor will be required to mums sob and complete responsibility HEWSTAIR LANDING WALL SLOPE 1/4' PER FOOT MINIMUM AWAY FROM DOOR ENTRY. $; '1 . 00
for job sit. earl tkn. during the cease of aamrtruction of the project, krckdirg safety of SITE PLAN A�
all pereons and property: that this requirement shag be made to apply continuously and nut At she
be united to normal working hours. and construction eontraetor further.. agrees to defend. Al shear walls, a 5/8' diameter threaded rod instabd with 4 -1/4" embedment may 1.1
DE ANZA FORGE HOMEOWNERS ASSOCIATION
12 BUILDINGS TRACT # 7394 UNITS UNDERLINED = UPSTAIRS
indemnify and hold design professional harmless from any and all liab8b real or alleged, in
from the
be used as o dhoo substitute for each missing or misploced 5/B dameter anchor
bolt. The throe I, rods should be epoxied krio a 3/4 dianster hob with Simpson
connection with the performance of work on this project exesptkg Fabil`rly arising
sob nsgligenco of design professional. -
SET a= per LC .B.0. Report %5279. The hobs should be mAon brushed
and bldwn clean. Special Inspection per Section 1701 of the Uniform Building Code ..
ns are intended for use prpyy Daly le licensed contractors famglar with
ail M building cads acrd oBsr pvwrm d regWrserrb, and able and w:ht to
Mould. G provided for the igetallation ef the epoxied threaded rods.
O
rorlall op p oM materials ef high other They stroll M frntsrpretsd es l to
rporob dl opa9c�ls ixildrg codes and ollsr.gowmmwdd requkaments. NI arrrbtpulWs
m
AN lumber shall be pressured Create_ d per AWPA standards CI h C2.
Homestead did
and doubt shall be resWred. uNps the Filgirser epeelles o1MrrLe in wrlth" In favor of
Structural JoisU, Bracing & Posts P.T.D.F. No.2 & Better - 875f-b
tit eonstnretlon or nntentol d the highest quoit,.
NI froming lumber 6' nominal and larger In the least dimension *boll be F.O.H.C.
Written Ydorrn cu. and dnrsndons shag toke precedence over graphic Information.
Do not Boole d re to .
NI dirrrensions are to take preesdsna over sods shorn on plans, eevolionet see -
tens and deb0e.
Al sholl be regular weight 145 PCB and shall develop a minimum 28 day -
asopmnpprrssspsilvvas strength of 3000 Pst Concrete mix shall be such that aN and exposure
Eby
MAIyy �ornrAtes on the pious or deWO6as from the plop rhkh are reesd-
toEed by Tidal a dfferwd *am ihaes. Indicated any the
requirements are met AII eonwtruelion joirds shag be eiaaned and rag sandblw8ng
tit mf(re surface 9' -tit dean oggrsgab woody embedded in the mortor matrix. NI
aablbns er ay
plan, shut bri cried to %. otten8on of QuWd Fi 91 I1 prior to aonte-
rekdorg. steal, bole, Dreier, scows. etc.. shad be sseuey aahorwtl In piece before concrete
is AN rwkHareing detde. fabrication, and insaogatton shall conform to ACI Standord" 315,
ft construction. AN work Is to be coordinated se that ...I; A, between the
is
pidgd.
IatMt edition, as noted. Stagger" age spikes where practicable and not otherwise detailed.
wh
trades• en required, ocwrn~.
No* the Teefkgm�gaay 48 hours in advance of concrete pours so that rakforcemsnt, Hardware.
caecreb -
The BuIlder shot take fall and find orpondbWty for oartradkg a final product of approp
qudRy, oed ssnMceabgtp consistent oAlhn On Information and rsgnMnsnnssb oafatnsd In 8s- a
censtm'o8on documents or mosaaby Womble therefrom, and /or oontaksd in the requYwnanb
and wNNTT M, inspected:
NTn�m daarete protection for reiMard.msnt eM9 b. adsss atlsrwdes noted as pL_
ry�T
T- PLANS
of ay gaivernmsnta� w1N edpnedin tbn over 1M Protect and la the repeal the Bulkier
sktil tab fiA for eerslTUCtbRn maces; Nns9ade6 taMnigwa uenees or
procedures (sskedsg wnlaat rrdbdbnr aaraitem, escevotlen and enselion for
follows:
a. S' when corers b placed against earth.
0.. 2• whnsrs concrete a exposed to earth but placed in tams. - C
�--..� TyCn�
�,.paJD $Y- / Q
=UUDM and la carsalen with the pr*ct and for LbnMnow er
eanaxte�ILyy al iii the wale ppor(yamsd purmant to Oft Tement, In lets rsgad the Raider
aho0 - Ms by brr fls dat9n tempi. their
a... 1 -112, from'extior -face of wale.
d. 3/4 from interior face of waft and face of SVUC urol *labs.
/
IntlsmnRiyy to (WNit�ixt allowed pro)eat's and
reap-a- oHken. drectors• principals and crap�yee of and from any and all '-I
k btiity ad /or Ioesss which am cased or cen ltraut ss . to by the fallen of the bulMer to
hanor these Including even iatift claims and /or bom kwoNkg may InemNts".
FOUNDATIONS
AN grading and foundation work shall be c complbhed in accordance with the -.
im Chapter 16 the 2010 California Building Cods. DA
t,
obligations,
actual or alleged xIHS a design aefeeb• and excluding oMy, any kasmnHSS's
recommendations contained 01
q
sole negligence or wilful •anduct
o. Allowable Soil Bearing Pressure w 1500 PSF
Allowable SaT Bearing Pressure w/ 1/3 increase for wind or seismic 2000 PSF
The purpose of this repair Is to reldorce the exbting �naport senents. The existing structure
was not anoyzed rith kdere' faces applied to tit overai- stnreture. 7lwre/oro, the
Ta
F
Ti. 1 PT•
�5i�� �L'
wtnwiurol condltlons prior to tit rsinfor wd cl the danggsd eemssis remain unehe
A6 weN11% shall be performed by a certified welders per AIMS Standard Qualification
FANCIES
Procedure to perform type of work required. AN welding shall be in accordance
WZVap
The Contractor shall compare the structural drowings with the architectural drawings
layorA dimension NI dsereppasnekes� be to
with AMTS Welding Code. Are wek$ng electrodes shall be E70 Series. Welding shall be
as to and elevations. sheb reported
QaWai Erginern lea. o d the Khmer for proper edJwlrwnt before proceedbg with
dons in on I.C.C. certified fabrication shop. �s not I.C.C. certified will be DATE
charged for all shop welding Inspection required by the 2007 CoNome Building Cods. D A i E .......�
-� �'�"�°�� •�
three
Welding materialll be specified to have a minimum V -Noteh toughness d
NI materials and workmanship shall conform to the California Building Code 2010 Edition
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and dl applicable local codes and ordinances.
-
curl�g compound nd curs concrete current industry s•
Apply Pouand Per ustry standards to minimize
ra gcenwns, aomrr arerms details, and requests for Information. etc. ave most expeditbwy
acrd
surface shrinkage cracking.
AowNwenry
processed by sebmlttal to the Engineer of Record in writing or via faeNmie or *-mow. Meelig. verbal. or
A
teephons regcesb well be given k,west prissy. ce 6wy require the most administration and Wne to
doaxnorx. Upon receipt of wriaen requests for Information, the Enginer of Record shall
All f shall be defamed bars conforming to AS.T.M. designation A615
:
popery
the regrwsb b are and copy the response to the deign team. Afternote dete6
lowers
Grads 60 except /3 and /4 ban may be grads 40. Who mesh shall conform to
ASTM A -185. Lap dl reinforcing bas per ACI 318 -05 Equation 12.2.3.
DATE XX X
buietitns� other approvals may result in times delay outhw za�t'rori for additional
Lop rash 6' minimum. M minforcInq ehall be inspected and approved by the City
Inspector prior to placement of coacrete
'.
yyg ervkoe will be required.
PRO.IECT No. 130604
17 �1 sv ^,I1 �5' �P D
coo s
HARDWARE
and promonufacturrd ebong-wall devices shall be as manufactured by Simpson Company.
or ICC equivalent. Metal framing and strong -roll devices as shown on the drawings
dcu (�•�
promanufoeWrod
are as indicated in the Simpson Company catalog. NI dsvim shall be Installed per manalocturers
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I con euctiim Submit any proposed substitutions to n oil hardware. Inc. for review prior
to comtruholl All shag be tmtded in oil All retie used for Simpson
. t)
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IS. etc
products shall be Simpson niils (INTO, N16, ). U.O.N. Use Simpson WB128 or construction bracing
Simpson na Simpson
I OF 2
prior to installation of shearwall sheathing. pro Not two Ist -in bracing.
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THE H.OA HAS CHOSEN TO VOLUNTARILY REPAIR PORTIONS OF THE EXISTING
SUBJECT UNIT EXTERIOR BA.00NY. /) C .A
THE PURPOSE OF THESE DRAWINGS IS 70 DEPICT REMEDIAL CONSTRUCTION THATh her °fr v 9e
WILL INCREASE THE PERFORMANCE OF THE REPAIRED ELEMENTS. Std ° n ly /t 01, &100, �A �NOti%cN
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DATE XX X
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PRO.IECT No. 130604
S0.1
VICINITY MAP
PROJECT NOTES
I OF 2
s,.,
5e
V
V
1701STURE PROOFING
IS NOT A PART OF
THIS DESIGN & IS
PER CONTRACTOR
END OF NEW JOIS
APPLY A LIBERAL QUANTITY OF
CONSTRUCTION ADHESIVE AT ALL
CONTACT SURFACES BETWEEN JOII
(3) SDS 1/4' x 3" WOOD SCREWS O
6'o.c. BETWEEN CONNECTOR GROUPS -
(E) JOIST CIONT.�
1.
(9) SDS 1/4' x 3'
4' -0" MAX.
NTERNAIL JOIST LAMINATIONS
w /(2 0.148 x 3 -1/4' NAILS O
_ WALL ABOVE _
GUARDRAIL & CONNECTION
SEE
CAP JOIST GROUP w//
SELF ADHERED MEMBRANE
FLASHING SUITABLE FOR THIS
EXPOSURE AND INTEGRATED
i WITH WALL FLASHING
((9) SDS 1/4" x 3"
1VOOD SCREWS . .
\ 1' MIN., TYP ��RIM JOISTS
F FASTENER GROUP;
BELOW
END OF
(N) JOIST
MW 1 —EQUAL
• `.END OF (E) JOIST
F FASTENER GROUP
-NEW 2x10 JOIST O 16 "o.c.
SIS'TERED TO EACH (E) 2x8 JOIST
POST U.O.N.,
�4x4 GUARDRAIL POST U.O.N.,
FULL HEIGHT
O 4' -0' o.c. MAX.
END OF JOIST
-STD. CUT WSHR
BETWEEN NUT & SEAT
-1/2' DIAM. HOG
M.B. OR THRD. RODS w/
NUTS & WSHRS
CONE. 2x RIM
VNISHM BSOO w/ (3) 160 /JST
A REMEDIAL PRIVATE BALCONY GUARDRAIL
S2 POST CONNECTION REPAIR
- In, j� FACE OF
...,....,......,............. T14 EXTERIOR FINISH
(4) 1/2' DIA. x 6'
LAG SCREWS
GUARDRAIL POST TO
E)OSTING STRUCTURE
FRAMING, 2 -1/2' MIN.
PENETRATION—
IF
4x4 GUARDRAIL POST --
FULL HEIGHT
!IDLE:
WALL FRAMIING
& CLADDING
BY OTHERS
NOT SHOWN
FOR CLARITY
ff�LMHINIG &
MOISTURE PROOFING
BY OTHERS
B GUARDRAIL POST CONNECTION
O ADJACENT BUILDING WALL
SEE AZS2 FOR ADDITIONAL INFORMATION
6' -0" MAX. 6' -0' MAX.
MERNAIL JOIST LAMINATIONS �� INTERNAIL JOIST LAMINATIONS
W& RE 0.148 x 3 -1/4' NAILS O 8'o.c. MOISTURE PROOFING w /(2) 0.148 x 3 -1/4' NAILS O 8' c.
MOISTURE PROOFING IS NOT A PART OF
IS NOT A PART OF WALL ABOVE _ THIS DESIGN & IS'LY A LIBERAL _ W� SEE A/
THIS DESIGN & IS -- - PER CONTRACTOR QUANTITY OF
PER CONTRACTOR T GUARDRAIL & CONNECTION CONSTRUCTION GUARDRAIL & CONNECTION
SEE A/52- �^ ADHESIVE AT ALL
CONTACT SURFACES t
j APPLY A LIBERAL CAP JOIST GROUP w/ BETWEEN JOISTS CAP JOIST GROUP w/
END OF NEW J015T QUANTITY OF SELF ADHERED MEMBRANE NOTCH TOP OF SELF ADHERED MEMBRANE
j CONSTRUCTION FLASHING SUITABLE FOR THIS END OF NEW JOIST (N) SISTER JOIST FLASHING SUITABLE FOR THIS
ADHESIVE AT ALL EXPOSURE AND INTEGRATED MIN. REQ'D AMOUNT EXPOSURE AND INTEGRATED
(3) SDS 1/4' x 3' CONTACT SURFACES WITH WALL FLASHING (3) SDS 1/4' x 3" TO CLEAR SPRINKLER � WALL FLASHING
D SCR BETWEEN JOISTS 9 SDS 1/4' x 3" D SCREWS _ " (9) SDS 1/4' x 3'
FULL oLENGTH MAX. D SCREWS FULL LENGTH MAX. _ WOOD SCREWS
(E) JOIST CONT. 5 -1/2
1' MIN., TYP. ' � (E) JOIST CONT� MIN. WHERE OCCURS
J
r'1
Is? SDS 1/4' x 3' MIN. Ejj� �(y8 SDS 1//44'S x 3' MIN.
OPPOSITE FASTENER END OF JOI FRE OPP(PORSRE FASTENER � 3' 11- END OF JOISTS
1' MIN., TYP.
GROUP FOR SPACING VERIFY F FASTENER GROUP GROUP FOR SPACING VERIFY
F FASTENER GROUP
AND DIMENSIONS AND DIMENSIONS
&ESISTERED TO EACH (E) 2x8 JOIISS'TTO SLOPE dc�SISTERED JOIST 0
EACH (E) 2x8I�It�TO SLOPE
FASTENER GROUP `� \\ tr FASTENER GROUP
`WALL BELOW RACTOCTpN RIM JOISTS � —WALL BELOW �TOCTION RIM JOISTS
D 6' -0" CANTILEVER JOIST - UPGRADE E 6' -0" CANTILEVER JOIST ® SPRINKLER - UPGRADE
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PROJECT NO. 130604
-- -- S 1.1
2 OF
WALL BRIG
BY OTHERS
NOT SHOWN
FOR CLARITY
h9 m*
PUSHING •I
N.L &
MOISTURE PROOFING
BY OTHERS
3'
MIN.
DTT2 w /ALL
FASTENERS PER
MANUFACTURER
BALCONY FINISH ELEV\
�4x4 GUARDRAIL POST U.O.N.,
FULL HEIGHT
O 4' -0' o.c. MAX.
END OF JOIST
-STD. CUT WSHR
BETWEEN NUT & SEAT
-1/2' DIAM. HOG
M.B. OR THRD. RODS w/
NUTS & WSHRS
CONE. 2x RIM
VNISHM BSOO w/ (3) 160 /JST
A REMEDIAL PRIVATE BALCONY GUARDRAIL
S2 POST CONNECTION REPAIR
- In, j� FACE OF
...,....,......,............. T14 EXTERIOR FINISH
(4) 1/2' DIA. x 6'
LAG SCREWS
GUARDRAIL POST TO
E)OSTING STRUCTURE
FRAMING, 2 -1/2' MIN.
PENETRATION—
IF
4x4 GUARDRAIL POST --
FULL HEIGHT
!IDLE:
WALL FRAMIING
& CLADDING
BY OTHERS
NOT SHOWN
FOR CLARITY
ff�LMHINIG &
MOISTURE PROOFING
BY OTHERS
B GUARDRAIL POST CONNECTION
O ADJACENT BUILDING WALL
SEE AZS2 FOR ADDITIONAL INFORMATION
6' -0" MAX. 6' -0' MAX.
MERNAIL JOIST LAMINATIONS �� INTERNAIL JOIST LAMINATIONS
W& RE 0.148 x 3 -1/4' NAILS O 8'o.c. MOISTURE PROOFING w /(2) 0.148 x 3 -1/4' NAILS O 8' c.
MOISTURE PROOFING IS NOT A PART OF
IS NOT A PART OF WALL ABOVE _ THIS DESIGN & IS'LY A LIBERAL _ W� SEE A/
THIS DESIGN & IS -- - PER CONTRACTOR QUANTITY OF
PER CONTRACTOR T GUARDRAIL & CONNECTION CONSTRUCTION GUARDRAIL & CONNECTION
SEE A/52- �^ ADHESIVE AT ALL
CONTACT SURFACES t
j APPLY A LIBERAL CAP JOIST GROUP w/ BETWEEN JOISTS CAP JOIST GROUP w/
END OF NEW J015T QUANTITY OF SELF ADHERED MEMBRANE NOTCH TOP OF SELF ADHERED MEMBRANE
j CONSTRUCTION FLASHING SUITABLE FOR THIS END OF NEW JOIST (N) SISTER JOIST FLASHING SUITABLE FOR THIS
ADHESIVE AT ALL EXPOSURE AND INTEGRATED MIN. REQ'D AMOUNT EXPOSURE AND INTEGRATED
(3) SDS 1/4' x 3' CONTACT SURFACES WITH WALL FLASHING (3) SDS 1/4' x 3" TO CLEAR SPRINKLER � WALL FLASHING
D SCR BETWEEN JOISTS 9 SDS 1/4' x 3" D SCREWS _ " (9) SDS 1/4' x 3'
FULL oLENGTH MAX. D SCREWS FULL LENGTH MAX. _ WOOD SCREWS
(E) JOIST CONT. 5 -1/2
1' MIN., TYP. ' � (E) JOIST CONT� MIN. WHERE OCCURS
J
r'1
Is? SDS 1/4' x 3' MIN. Ejj� �(y8 SDS 1//44'S x 3' MIN.
OPPOSITE FASTENER END OF JOI FRE OPP(PORSRE FASTENER � 3' 11- END OF JOISTS
1' MIN., TYP.
GROUP FOR SPACING VERIFY F FASTENER GROUP GROUP FOR SPACING VERIFY
F FASTENER GROUP
AND DIMENSIONS AND DIMENSIONS
&ESISTERED TO EACH (E) 2x8 JOIISS'TTO SLOPE dc�SISTERED JOIST 0
EACH (E) 2x8I�It�TO SLOPE
FASTENER GROUP `� \\ tr FASTENER GROUP
`WALL BELOW RACTOCTpN RIM JOISTS � —WALL BELOW �TOCTION RIM JOISTS
D 6' -0" CANTILEVER JOIST - UPGRADE E 6' -0" CANTILEVER JOIST ® SPRINKLER - UPGRADE
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PROJECT NO. 130604
-- -- S 1.1
2 OF
CUPERTINO
CONTRACTOR / SUBCONTRACTOR LIST
Building Department
City Of Cupertino
10300 Torre Avenue
Cupertino, CA 95014 -3255
Telephone: 408 - 777 -3228
Fax: 408- 777 -3333
JOB ADDRESS: 2-67141 Q, CCe _ C\ jL
PERMIT # Ocl aO s��
OWNER'S NAME: >'A-7- --AV '-/ /tV
PHONE # YOl� — 4"
GENERAL CONTRACTOR: 'j S
BUSINESS LICENSE #
ADDRESS: $Ul
CITY /ZIPCODE L
*Our municipal code requires all businesses working in the city to have a City of Cupertino business license.
NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTIONS) WILL BE < SCHEDULED UNTIL THE
GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO
BUSINESS LICENSE.
I am not using any subcontractors:
Signature Date
Please check applicable subcontractors and complete the following information:
Owner / Contractor Signature
Date
SUBCONTRACTOR
BUSINESS NAME
BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring / Carpeting
Linoleum / Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Painting / Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Rock
--,-9keet
T'
Owner / Contractor Signature
Date
CUPERTINO
Building Department
City Of Cupertino
10300 Torre Avenue
Cupertino, CA 95014 -3255
Telephone: 408- 777 -3228
Fax: 408 - 777 -3333
CONTRACTOR / SUBCONTRACTOR LIST
JOB ADDRESS:
C-N-q—_
PERMIT # -'400
OWNER'S NAME:
r- t,)A, Ato
PHONE # {C�
BUSINESS LICENSE #
GENERAL CONTRACTOR:
ADDRESS:202
°�I► j'
CITY /ZIPCODE: q14
*Our municipal code requires all businesses working in the city to have a City of Cupertino business license.
NO BUILDING FINAL OR FINAL P Y INSPECTION(S) WILL BE SCHEDULED UNTIL THE
GENERAL CONTRACTOR AND AL SU ON RACTO S HAVE OBTAINED A CITY OF CUPERTINO
BUSINESS LICENSE. V (� Z0 1 tA
I am not using any subcontractors:
iQnntnre Date
Please check applicable subcontractors and complete the following information:
Owner / Contractor Signature
Date
SUBCONTRACTOR
BUSINESS NAME
BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring / Carpeting
Linoleum / Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Painting / Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
Owner / Contractor Signature
Date
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