S 2951APPLICANT TO FILL IN INFORMATION WITHIN RED LINES -USE BALL POINT PEN ONLY
CITY OF CUPERTINO BUILDING - ELECTRICAL PERMIT No.
BUIJ,DING DIVISION APPLICATIONMERMIT PLUMBING - MECHANICAL C Q
1utLUINU ADDKEhh: Ur4 J/ I
2 2 2 !d q FfgrfinV D bj
)WNER'S t,l PIIDNE: CONTRACTOR'S NAME: . C NO:
"LoilavelitiGeoup GSD 3']7-0300 'IWE0/6RIEN 0�' (AP i":1 I3-
ACELIVCTMNGINEER: Lic NO, ADDRESS: �af .D_ NWF
o, aAsr Ae�u 2- 0 13 Cc¢PcuATER47A LI BEA
CONTACT : PHONE:
GAfLV ABLes 4Q/4v4 — 94132 ❑ Consultant Fees Paid by Applicant (Initial)
1 hereby affirm mel I um licensed and ....... oa n' of Chaper 9 (commencing -
w'In ScWnn9000)ofD,i,ion9ofm. roAre..and Pmm.slo-Codc,andshy hie vI,.
in full force uad efle / I 1
License Cl as: a 1_ic.X �D
;11," Cannata,
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records
Lirenacd I'efexinnal
OWNER-RUILDER DECLARATION
I hereby affirm that 1 am exempt from the Commcror's License law for the
following reason. (Section ]031.5, Business and Podexsirns Code : Any cilY or county
which r'yntrea o Pemdt m onnswct lele, improv, demolish. or repair any wlrncmre
prior to its issuance. alta requires the applicant fir such permit,, Ilea signed trammel
that he is licensed pnrsuanun the provi.sims of the Contractor's License Law Whaper 9
To gra,rcing wish Section 7000) of D',on 3ofthe Bud¢... uad 15ol...ions Code) La
the he is esempl therefrom and the basis Entire alleged exemption. Any violatier of
Section 70315 by any applicant for a rcrmd.cubiects the applicant ion evil Penalty of
I mea than fisc hundred dollur' (5500).
❑ I, as owner o1'the properly, or my employee, ,in wages ns their nine compcnsution.
will do the work, and the Immune isnot intended nr offered Ertmle (Sac ]BLt, Hudoev
and Prdr,mr, Calc' The Commemrk License Law lore am apply la an owner of
propeny who bald' dr improve W'mor. and who does ranch work nlmxelf or Ihraugh his own employees, provided that such Impravnrcha am not intended or nllered for
sale. If, however. the building or imp r..cmenl is sold within one year ofsona lotion, the
ow coboldr, -11 have the harden or ...... a,(had hedid notbuildoimp rovein, mar,
Q )eof al,),
I f the ponportEo am exclusively contracting Isan licensed t t e
stract the project (S 70,14 Business and Professions C xl ) I To Contractor', LL -
cents, Law ders ma T)Tp1Y loan owner Ofp p ly n n II: ' 1 I ... ses'limem, and QTY.
whae,comots mrsichprojects with a tont I rt)utero 1pursuant laimContractors
tree La w
❑ 1 cor vitraijIm,dJT4v „- , B & P C farm,nman
Date �_/�= a/♦/
xner WORK17R'S COMPENSATION DECLARATION
and
waTlinn al it Fe rtific of of Con enc of the Fallowing de worker's
ns:
I have pro will for b in e tion 37:rc ofConsent eCalensnre for Performance
Cerof the
Compen-
sation, n provided for by Section 3]1X1 of the Labor Cede, for me pvrlonnana of me
work In which this permit is issued.
wo
❑ 1 hm'c tend will mainuit, Worked. Compemte 11, far which
a, ris peed t i Fadi..
MyX1ofthes Co Celafnr The performanceoftheolid forwhich This permit i. icsueJ.
Cm Workers Cooperation Inumnce cnrtienoli Policy mrmMr arc:
Cartier', Policy FROM
CIiRTIFICAI"E OF G%IiMPT1ON FROh1 WORKIiRS'
X (This sectiannoed nal he eomplemd lfdhi.eral is fortune hundred dollar.(SI00)
or les..)
I certify that in me p,rforome. mf the wok for which mix perign is issued. I shell
not employ any person in my manner.,, u' to nccomeeobject to the Worker' Compeer.
Z 'alba Laws of Colifornia. Uan
IApplicant
q N NOTICE *1 O APPLICANT. If, after making this Cenificam of Exenhptien, you should
a ? n.conu.wrnjmd m the Worker'. Court auen poo .iota of the Lahr. Come. you must
fiuhwhh comply with such pm uums firilli, p,nmr _shall badefined revomd
Q v r
z CONSTRUCT ION LENDING AGENCY
UO 1 serstryalfiranmother'iso tunswetiin lcoda, agency fnr the pedn.... ance of
U.F+ the work mr which this permit is issued(See 31F)], Civ. C.)
O U Lenders N ... c
i i1a Lenders Address
I certify Ooh I have mild,hi, application and ,are that the above irformariom is
N correct 1 agree to comply with all City and county ordinances and sunt laws mining to QTY.
U z building construction, and hereby authorize representatives ofthls city memeralon the
uhnvnnncalinned pmpc ty lir... patlnn p upsa".
(We) agree u, save, indemnify and keep harmless the City of Cupenin, agaimt
liabilities, judgments, costs unit expenses which may in any way acetum against said City
in rvaryencvol the grouting of permit.
�APPLICA T UNDERSTANDS AND WILL COMPLY WITH ALL NON -POINT
RC EGUL
a -IZ 99
Signalcm rf Applica m/Comma.. Dae
HAY.ARDOUS MATERIALS DISCLOSURE.
Will the a,rdicar nr more huilding occupant stnrc or handle amadous material
as defined by the Cupenina Municipal Code. Chapter 9.12, and the H.1m and Safety
Cade, Section 25532(a)? /
p YetNa
Will the applicant ,, fume huilding occupant use equipment or devices is inch
emit hazardous air contaminants as defined by the Ray Area Air Qual try Management
District)
Von o
I have tad the hmnrdaus macriuN requirmnmts under Chapter 6,95,,(the Cali.
fomin IlcnRh Safay Code. seeuo.1, 25505, 25533 and 25534.1 understand thud if the
hall''dms acmremly ¢nand, dbar it is my resprrobiliy r, madly the occupant
ane r filo wh' nor I sir to issuance if a Cenir.... of Qculcn
I S !7
Owner or amhorircd agent Car
ELECTRIC PERMIT
PERMIT ISSUANCI.
APPLIANCES — RESIDEMI'I Al.
PANELS
III" TO 200AMPS
2061000AMPS
OVER ANNE AMPS
SIGNS ELECT RICA(.
SPECIAL CIRCUIT^
'1'I7MR MEPlitt 5E, I' .:IN.
POWER UP GS
SWIMMING[INE1 '1'
OUTLET 'S—SWITCIIt3— Titl
NEW RESIDENTIAL ELECI'R
U 41
r SING PE RMIT
PERMIT (SSU. CI
ALTER — DRAIN & VENT — WATER (EAI
BACK FLOW PROTECT'. DEVICE
DRAINS— FLOOR, 1000RAREA, CONI,
17EXTURE7S — PER 'I'RAP
OAS—EA. SYSTEM -1 INC.4 OUTLE'I:S
GAS—EA. SYSTEM -OVER 4 (EA)
GRIiASF/INDUSTRI. WASTE INTERCIiPTOR
(IREASIi'I RAP
SEWER — SANITARY —STORM EA. 200 FT
WATER IT I EA'I'HR W/VIENT'/EI.1!CTR
WATER SYSTEM/ REATING
WATER SERVICE
NEW RF.SIDEMFIAI. PLMB. SQ. F9�
V BLDG/ADDITION ❑ DEMOLI'T'ION
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STORIES 11 TYPECONSTRII HON
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PLANCHECKFIER 111-7
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JOB DESCRIPTION
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❑ADDITION C3 PLUMBING RE -PIPE
❑MUCI I -UNIT' ❑STRUC'I DEAL
MODIFICATION
❑INTERIOR ❑ CHIMN17Y REPAIR
IMPROVEMENT SWIMMING POUTS
❑ BAT H REMODELEEPAIR ❑DEhfOLFFION
❑ OTHER
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STORIES 11 TYPECONSTRII HON
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MECHANICAL PERMIT' "FEE
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— -
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PERMIT ISSUANCE?
ELECT/I] C Pli
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ALTER OR ADD TO MECH.
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'CONS TkCT'ION"FAX 8 I
EXHAUST' HOOD (W/DUC'1)
HOUSING MITIGATION FEE
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HEATING UNIT (OVER 100.000 RTU)
PAID -
Tum Itewipl#
VENTILATION FAN (SINGLE RP.SID)
BOILER—COMP(BIIPOR INLOODELID
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TOILER—COMI'(OVER I00.0001411)1
AIR CONDITIONER
ISSUANCE DATE
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ISSUED IS �1
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•
IL� HARZA ENGINEERING COMPANY
INFRASTRUCTURE
April 30, 1999 (--C)'f'
Mr. Gary J. Ables
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, CA 94404-2473
Re: Geotechnical Review of Structural Plans, Lots 1-05 and 1-07
Oak Valley Residential Development, Cupertino, California
Harza Proiect No.: L840 -C
Dear Mr. Ables:
1-5-
In
^S
In accordance with your request, we have reviewed the structural plans for the custom homes on Lots
1-05 and 1-07 at the Oak Valley Residential Development, located in Cupertino, California. The
purpose of our review was to confirm that the geotechnical aspects of the plans were prepared in
substantial accordance with the recommendations presented in our report. A geotechnical
investigation was performed by our firm for the development and the results were presented in our
report titled, "Geotechnical Investigation, Oak Valley Residential Development, Cupertino,
California," dated December 31, 1997. We originally reviewed slope setbacks for the
aforementioned lots, as described in our supplemental engineering letter dated December 10, 1998.
We submitted a letter describing revised slope setbacks for the above lots dated March 23, 1999.
In addition, we submitted a letter summarizing our review of structural plans for the subject lots,
dated April 6, 1999.
We reviewed the following applicable portions of the project plans for conformance with our
geotechnical recommendations:
• Foundation Plan (Lots 1-05 and 1-07) by ATI; Sheet Sl, dated 1/18/99.
• Structural Details (Lots 1-05 and 1-07) by ATI; Sheets SOI through SO4, dated 1/18/99.
t 40CLTR.021
04/30/99
425 Holand Wap Oakland, California 94621 TO: 510.568.4001 Isar: 510.568.2'205 Web: wumv.harza.oum
Based on our review, it is our opinion that the project plans and specifications were prepared in
general conformance with the geotechnical recommendations presented in our report. We note that
the slope setback requirement for Lot 1-07 has been met by deepening the footing at the northeast
dining room wall to 30 inches, according to a note on the Foundation Plan, Sheet Sl. In addition.
we note that our comment stated in our letter dated April 6, 1999 regarding Sheet SO] of Lot 1-07
has been addressed on the project plans.
Our services were limited to the review of the geotechnical aspects of the documents listed above,
and have been provided in accordance with generally accepted geotechnical engineering principles
and practices. Should you have any questions or require additional information, please do not
hesitate to contact us.
Sincerely,
Hama Engineering Company
. Corey T. Dare, P.E., G.E.
Senior Project Manager
C32948/GE2013
SAB/C'rD:ll/ch
Copies: Addressee (1)
Mr. Richard Hiroshima (South Coast Architects— I)
Mr. Doug Eikenban, (The O'Brien Group — 1)
Ms. Wendy Allen (ATI Engineering Services— 1)
2
T pry
u0 99
No. 2013 m
\ Cxp. 6-30.02
0�OTFChIfd�C.Pv. �P
OF Chl.1Fn�
1-840CLTR.021
04/30/99
2
T pry
u0 99
No. 2013 m
\ Cxp. 6-30.02
0�OTFChIfd�C.Pv. �P
OF Chl.1Fn�
•
1i
FROM : CRMSJI FAX N0. : 6313358329
Commercial Roof Management Suri Jose, lac.
Residenrial Roof System Inspection Report
Project: Oak Valley Homes Inspection Date: 5125100
Address: 11009 Sycamore Qriye City: Cupertino
Client: The O'Brien `bir=
Contact: Pat Burke/pan
Roofing Contractor: Rid -Out f3cpf ng
CRM Inspector: Charles Thomas
Lot Number: _1-5
118y. 26 2e8e 07:50RM P2
State: CA
Type of Inspection: Felt __ Final X
Type of Roof. Shingle _ Tile X Other _
Underlayment: 301b. Sht Metal Flashing: OK Gutters: OK
Skylights: OK Attachments: OK Vents & Pipes: OK
Valleys: OK Ridges: OK Eaves: OK
sH*...o*o+*o.♦
Com ments/Observations:
Inspected the the installation on above referenced roof. All appears acceptable,
workmanship is professional and no deficiencies were noted. The bird blocking was not
installed at the ends of the tiles, however this is not critical to the performance of the
roof. Left a message for Dan/O'Brien Group on 5/25 conceming this item.
cc: Riq-Cut Roofing
MAR -22-99 10:02 From:HARZA
M
h. W
• March 19, 1999
Mr. Gary J. Ables
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, California 911404-2473
5105682205 T-099 P.02/03 Job -89r
IiARZA ENGINEERING COMPANY
INFRASTRUCTURE
Re: Eanhwork and Foundation Observation and Testing Services
Oak Valley Custom Lots: Unit 1, Lots 5 and 7
Oak Valley Residential Development, Cupertino, California
Harza Project No.: L840 -C
Dear Mr. Ables:
In accordance with your request, we have provided earthwork and foundation observation and testing
services for custom lots at the Oak Valley residential development, Unit 1, Lots 5 and 7. in
Cupertino, California. We previously performed a geotechnical investigation for the development,
and the results were presented in our "Geologic and Geotechnical Investigation, Oak Valley
Residential Development, Cupertino, California," dated December 31, 1997,
0 SCOPE OF SERVICES
The scope of our services included observation and testing of the earthwork operations to properly
prepare the building pads for residences to be constructed on Unit 1, Lots 5 and 7. in accordance
with the project specifications and our geotechnical recommendations. Per the project specifications.
fills and finished building pad subgrades are to be compacted to a minimum 90 percent relative
compaction as defined per ASTM Test Method D1557-91.
FIELD OBSERVATION AND TEST RESULTS
We performed geotechnical construction observation and field density testing for the grading of
Unit 1, Lots 5 and 7, including preparation of the building pads for the'residences. The grading
contractor for the work was SCQ Construction, Inc.
L940CL'rR.017
3.19.99
0 425R,)1and9'ay Oak1nnd,Cn11fnrnia94621 Tel.510.508.41N11 Fim,9]11.568.2205 1L'cL: ,hvNthnn.+i.umn
MR -22-99 10:02 From:HARZA 6106682206 T-099 P.03/03 Job -897
• Confirming Aeld density, tests were performed on the completed building pads on September 11,
1998. The results of our observations and confirming field density tests indicated that the finished
building pad subgrades were completed in accordance with the project specifications.
0
FJ
SUMMARY
f,1
Based on our field observations and test results, it is our opinion that the building pads for Unit 1.
Lots 5 and 7 were prepared in accordance with the material and compaction requirements per the
project plans and specifications, and our geotechnical recommendations, Detailed test information.
including individual test locations and results, will be summarized and presented in a forthcoming
progress grading report for the Oak Valley Residential Development.
We have employed accepted engineering and testing procedures, and our professional opinions and
conclusions are made in accordance with generally accepted geotechnical engineering principles
and practices. However, we do not undertake the guarantee of the construction, nor do we relieve
the contractor of his primary responsibility to produce a completed project conforming to the
project plans and specifications.
I£ you have any questions concerning this letter, please call,
Sincerely,
Harza Engineering Company
Corey T. Dare, P.E., G.E.
Senior Project Manager
C32948/GE2013
I No. 2013 I "
\ Gap. 6-300.02 / >S
SAB%CTD:sj
Copies: Addressrc(2)
Mr. Doug Elkenbar) (The O'Brien Group - 1)
1.340CLTR.017
3.19.99
r.,
MFlY.1'.1999 12:23PM 2R:RN KAHG,gS FOLLK
`I/ Brian Kangas Fma
Engineers . Surveyors a Planners
•
May 17, 1999
960069-50
Chuck Schoenberger
O'Brien Group p�
2001 Windward Way, Suitt 200
San Mateo, CA 94404
Subject; Oak Valley Estates—Foundation Verification
Dear Chuck,
NO.755 P.2/2
On May 14, 1999 we performed a field survey of the location of the foundation form for the building being
constructed on Lot 5 of the Oak Valley Estates project in Cupertino.
The results of that survey claerly show that the location of the foundation forms are consistent and in
conformance with the design location of the building, as said location is shown on the pima prepared by
our firm.
This letter is intended to provide ,von with the verification of that unit per our survey. If there are any other
questions concerning that location please do not hesitate to can.
Sincerely, �pNO
OMDLfY A pIL60 �
BRIAN KANGAS FOULK W, 3/31102
Bradley A. Bilbo P.L.S. 6141 en, Iiia 6141
project Marwger qTF of C ASI Q�
Survey Department
540 Price Avenue . Aedwood City, CA 94063 • IBM) 402.63DO . FAX (650) 4$2.0365
J
ATI
January 21, 2000
The O'Brien Group '
2001 Winward Way, Suite 200
San Mateo, California 94404
Attention: Gary Ables
Subject: Oak Valley Lot 1-05
Final Site Review
ATI Job 01106
Dear Gary,
3860 Blackhawk Road
Danville, CA 94506
T.' 925.648.8800
F: 925.648.8811
One Market
Spear Tower, Suite 346
San Francisco, CA 94105
T.'415.977.0410
F.'415.977.0411
In accordance with your request, we made a visit to the above referenced site on
January 19, 2000. The purpose of our visit was to review the items that were not
complete during our previous site visits. During this final visit we determined that the
work reviewed was in general conformance with the plans, calculations, the engineering
design intent, recommendations and generally accepted standards of practice.
Please note that our reviews were limited to areas that were readily accessible at the
time of our visits. Our efforts to review the work are not intended to relieve the
contractor of his responsibility to construct the project in accordance with the plans and
generally accepted standards of practice. Rather, our review is intended to improve the
probability that his work is completed in this manner.
Please do not hesitate to call should you have any questions.
Sincerely,
Samuel E. Demil
Senior Engineer
Copy to: - South Coast Architects/sed
- ATI Project File
Filename: 01106-itr-final review-1-21-OO.doe
"Providing Value through Quality, Service and Innovation"
July 22, 1999
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, California 94404
Attention: Gary Ables
Subject: Oak Valley Lot 1-05
Foundation Review
ATI Job 01106
Dear Gary,
As requested, ATI performed structural observations for the above referenced project on
July 20, 1999. Our visits related to reviewing foundations of Lot 1-05 for general
conformance with the structural plans. The foundation contractor was present during our
review. Recommendations were made to the contractor regarding rebar placement.
In summary, based on the observations made during our review, we find that the work is
in general conformance with the structural plans, calculations, the engineering design
intent, and generally accepted standards of practice.
Our efforts to review the work are not intended to relieve the contractor of his
responsibility to construct the project in accordance with the plans and generally
accepted standards of practice. Rather, our review is intended to improve the probability
that his work is completed in this manner.
Please do not hesitate to call should you have any questions.
Sincerely,
Wendy Allen d
Project Engineer
ATI Project File
filename: O/ 106-corr-001.doc
"Providing Value through Quality, Service and Innovation"
3860 Blackhawk Road
Danville, CA 94506
• ATI
T. 925.648.8800
F: 925ne Marke 8. 8811
One Market
Spear Tower, Suite 346
San Francisco, CA 94105
_
T. 415.977.0410
F: 415.977.0411
July 22, 1999
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, California 94404
Attention: Gary Ables
Subject: Oak Valley Lot 1-05
Foundation Review
ATI Job 01106
Dear Gary,
As requested, ATI performed structural observations for the above referenced project on
July 20, 1999. Our visits related to reviewing foundations of Lot 1-05 for general
conformance with the structural plans. The foundation contractor was present during our
review. Recommendations were made to the contractor regarding rebar placement.
In summary, based on the observations made during our review, we find that the work is
in general conformance with the structural plans, calculations, the engineering design
intent, and generally accepted standards of practice.
Our efforts to review the work are not intended to relieve the contractor of his
responsibility to construct the project in accordance with the plans and generally
accepted standards of practice. Rather, our review is intended to improve the probability
that his work is completed in this manner.
Please do not hesitate to call should you have any questions.
Sincerely,
Wendy Allen d
Project Engineer
ATI Project File
filename: O/ 106-corr-001.doc
"Providing Value through Quality, Service and Innovation"
10.22/1999 15:26 RTi 4 916504049434
FAX COVER SHEET
Irm
Company:
Pax NodTal. No
SubjeeriPro(aot:
Project No.
Gary Ables
O'Brien Group
(650) 404.9434
Oak valley Lots 1.05
01106
h0.654 DO1
3860 aWMawk Road
Danville, CA 94606
1: 925. 640.8600
P921648.8811
ono Marker
Spear Tower, Suite 946
San PrwnclscR CA ac 103
T: 416.97T.0410
A 416977.0417
Date: October 22, 1999
404-9432
I No. of Fax Pages, Including Cover 1 3 (
From: Samuel E. Damil
Phone Number Phone(925)648-8800 Fax(925)646.8811
Action Requested
Please Review and Comment I I For Your Review
I I For Your Action I
I I As Rapuested I
To Follow via Mail
I I cor Your Information I
I I Please Call to Discuss I
Mmago
I am Sending the letter for my second review of the Lot 1-05 Strong Malls at the family, morning ;
and dining roams. I will send you the letter far Lot 1.07 as soon as I get ane missing Info from
John and/or Steve,
I received a fax from Rich Ewing, with the South Coast Arohitacts, with sketches for the
sleeping porch, They look O.K. except that the 4x12 should extend to and frame into tha I
Microllam, and the two should be connected with (4) A35 dip angles, 2 on each side of the
4x12,
Please call If there are any problems with this FAX Transmission.
Copies: Project File
°Providing Vaiva through Quality, Service and Innovatluno
•
10.2='1555 15:26
i—
FTI + S16504049434
3880 Blaekhawk Road
Donvlllo, CA 94808
7:925.648,8800
F.'028.945.8#11
Thr I'�� 011e Malkat
4 A Spear Traver, Suits 348
San Frandsen, CA 94105
T. 415,877.0410
+—� P• 41&677.0411
October 22;1999
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, California 94404
Attention: Gary Ables
Subject: Oak Valley Lot 1-05
Second Site Visit to Review Simpson Strong -Walls
ATI Job 01106
Rear Gary,
In accordance with your request, we made a visit to the above referenced site on
October 19, 1999. The purpose of our visit was to review the installation of the Simpson
Strong -Walls for conformance to the recommendatlons in our letter dated October 5,
1999. Our observations and recommendations are as follows:
1. In the family room:
a. The CS16 straps had been installed on the interior side of the headers and need
to be installed on the exterior side,;
b. The porch roof framing and ledger was not yet Installed.
P. The Simpson Strong -Wall had been Installed directly over the concrete and the
two 6x10 sections (stacked) were in place.
d. The two 8z10's were attached to each other with LTP4's.
e. The two vertical MST37 straps (one at each end of the Strong -Wall - engaging
both of the 6x10's and the holdown posts of the Simpson Strong -Wall) were not
yet in place and needs to be installed. ,
f. The exterior side of the wall was sheathed.
2. In the morning room:
a. The Simpson Strong -Walls had been installed with the sheathed sides at the
canter of the wall and with 6x10 blocks, horizontal straps similar to the family
room.
9 "Providing Value through Qualify, Service and trtnovaelon"
1.10.654 Dae
•
10:'22.'1999 15:26 -'I + Si6504049434
Pepe
Oak Valley 4of 1-05 Soxnd Slang -Well Installation Review
ATl Joo 01106
b. The two vertical MST97 straps (ane at each and of the Strong- Wall -engaging
both of the 6x10's and the holdown posts of the Simpson Strung -Wall) ware not
yet In place and needs to be Installed. ;
c. The 2x6 blocking had been Installed between studs at the ceiling level In both the
exterior exterior and exterior Interior walls above the Simpson Strong -Wells,
2x12 blocking had been Installed In the exterior exterior well at the top plate
height of the exterlor Interior wall to secure the two walls to each other.
d. The headers above the window in the exterior exterior and exterior Interior wall
were connected with 1.90's.
e. The lntenorside of the well was not yet sheathed.
f, The verb'cal MS760's on both sides of the trimmers to compensate for the king
posts need to be installed.
In the dining room:
a, 5lmpson Birong-Walls had been Installed directly en tiro cunuiutw luuhdalion, A
single 6x10 blocks had been installed over the Simpson Strong -Walls,
b. Single horizontal strap had been installed close to the top of the header.
However, a second set of straps should to installed close to the bottom of the
header, '
c. The two vertical MSn7 straps (one at each and of the Strong -Wall -engaging
both of the 6x10'5 and the holdown posts of the Simpson Strong -Wad) were not
yet In place and needs to be installed. .
d. The porch roof forming and lodger was not yet installed.
e. The vertical MS760's on both sides of the trimmers at the sides of the windows to
compensate for the king posts need to be installed,
Please do not hesitate to call should you have any questions.
Sincerely,
Samuel E, Demil
Senior Engineer
ATI Project File
fllrnaw: Gr106•lir,�tron(i:alit-!D•73.99
NO.654 G103
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10i05'199S 11:01 RTI 916504049434 NO, 428 1701
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FAX COVER SHEET
To: Gary Ablas platei Octet
Company: O'Brian Group
Fax No./Tel. No (650) 404-0434 (650) 404.9432
Subject/Project: Oak Valley Lots 1.05, 107, 1.01 and 2-01
Project No. 01106, 01107, 01109 and 01111
Na of Fax Pages, Including Cover
From: I Samuel E, Demll
Phone Number: Phony (925) 648.8800 Fax (925) 848.8811
Action Requested
Please Review and Commenti, For Your Review
For your Action I For Your Information
As Requested
Original To Follow via Mall
7
I I Please Call to 018Cuea I
Message
I am sending the following:
1 1. Letter for Lot 1-05 Strong Wells at the family, morning and dining rooms.
2, Sketehas for Lot 1-05 family and morning rooms; the dining is a combination of the two11
3. A roof plan for Lot 1.07 showing the missing straps and linear blocking
I was told Rich Ewing with the South Coast Architects that lots 1.01 and 2-01 are on hold for
architectural changes to the dining room, living room and kltchan areas. He told me to hold off
on working on the plan check comments for lot 2.01. Please verify. I will wait until I hear from
you.
Please can It there are any problems with this Fax rransmAsslon.
Copies: Projeet File
"Providing Value through Quality, Service and Innovation"
•
10/05/1999 11:01 PTI a 916504049434
®r
r
Octobers, 1999
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, California 94404
Attention: Gary Ables
Subject; Oak Valley Lot 1.05
• Site Visit to Review Simpson Strong -Wall*
ATI Job 01106
Dear Gary,
N0. 428
3860 alarkhawk Rood
Donvkd'e, CA 84806
T; 825.648.8800
P 92$.6488811
on# Market
Spoor Tower, Su@6340
San Fiend= CA 94105
T.: 41S.977.0410
f: 415.977.0411
In accordance with your request, we made a visit to the above referenced site on
September 30, 1999. The purpose of our visit was to review the installation of the
Simpson Strong-Walls.and to clarity questions about their installations. Our
observations and recommendations are as follows:
1. The continuous header above the three rear windows of the family room was
discontinued after the second window for two king studs. The continuity of this
header should be restored:
a. Install a pair of 11 foot long CS16 straps at each side of the headers (total of 4).
These straps should extend 2 feet into the long header and should continue 2
feet into the header above the porch door Two of these straps (one on each side)
should be flush with the top of the headers and the other two flush with the
bottom of the headers. CS16 straps should to the two window headers, the
Sx10 above the Strong -Wall (see paragraph 2a below) and the header above the
porch door together.
b. Install an approximately 20 -foot long 2x10 ledger continuous at the porch roof
level, along the rear family room wail. Also install 2x6 blocking in the wall behind
the ledger. The ledger should be installed over the plywood wall sheathing and
should be bolted to the wall studs with two 6 inches long 3/6 -inch diameter lag
bolts and nailed to the blocking with 16d nails at 4 inch centers.
c. Install 2x10 blocking between the 4x10 porch rafters above 010 headers along
the rear side of the porch and install continuous CS16 strap on the blocking over
the plywood roof sheathing, Edge nail plywood to the ledger, to the blocking
above the 400 beam and to the rafters at the right end of the porch and the
rafter In line with the left wall of the `amity room.
"Providing Value through Cuallty, Service and Innovation"
IO/Z5/1999 11:01 FT[ 4 516504049434 N0.428 003
Page 2
Oak Valley Lot 1-05 Strong -Wall lnstalleBon RBVIBW
ATt Job 01108
2. The Simpson Strong -Wall between the rear Family Room windows and the porch
door should be Installed directly over the concrete foundation stem well with the
sheathed alde facing the interior. Because the foundation stem wall was not raised
under this Strong -Wall, the top of the Strong -Wali is approximately 9-h inches below
the top of the window headers, making the application of the connection detail on
ISIS03 not possible. To correct this condition:
a. Install two 600 sections (stacked) above the Simpson Strong -Wall,
b, Attach the lower 6x10 to the Simpson Strong -Wall with the provided 114x6 Inches
long screws. Attach the two 5xt 0's to each other with LTP4's at 6 -inch centers
on both sides.
c, Attach two vertical MST37 straps (one at each end of the Strong -Wall) engaging
both of the 6x10's and the holdown posts of the Simpson Strong -Wall.
d. Sheath the entire exterior side of the wall (including the Strong -Wag) with typo 2
plywood, type 1 over the Strong -Wall. Install a continuous plywood panel over
the Strong -Wall and the two 6x1 O's above it starting 4 foot above the floor
elevation and extent the panel to the header above the window.
3. The king posts In the rear Family Room rear wall are O.K.
4. The Simpson Strong -Walls in the Morning Room rear walls should be installed with
the sheathed sides at the center of the wall and with 6x10 blocks, horizontal and
. vertical straps similar to the Family Room. Extend the horizontal straps 2 feet into
the header above the window and 2 feet into the top 6x10 above the Strong -Walls.
Install 2x8 blocking between studs at the calling level in both the exterior exterior and
exterior interior walls above the Simpson Strong -Wells and connect them to each
other with LTP4 at 6 inch centers. Similarly install 2x6 blocking In the exterior
exterior wall at the top plate height of the exterior interior wall and secure the
blocking in two walls to each other with LTP4 at 8 inch centers. Connect the headers
above the window in the exterior exterlor and exterior interior wall with A35 at 12 -inch
centers. Sheath both the interior and the exterior of the rear Morning Room wail with
type 2 plywood, type I over the Strong -Walls. Place the plywood panel continuous
between the Strong -Wall, the 600 blocks and window headers, similar to the Family
Room wall,
6. The king posts In the rear Morning Room wall should be increased to (3) 2x6 studs in
the exterior exterior wall at the two sides of the windows. The trimmers should be
replaced with king studs and the header should be attached to the king studs with
HUC hangers.
6. install the Dining Room Simpson Strong -Walls directly on the concrete foundation
stem wall with the sheathed side facing the Interior, Use 6x10 blocks, horizontal and
vertical straps similar to the Family Room rear wall. Sheath the exterior wall with
type 2 plywood, type 1 over the Strong -Wall. Install continuous ledger, wall blocking,
N., U ,afttr blaeking end strap atmi!ar to tho Family Room porch. Increase the klno
studs at the sides of the windows to (2) 2x6 king studs nrininrum (three If possible)
converting the trimmers to king studs and using NUC hangers,
10/05/1995 1101 RTI > 916504049434
ti0. 426 1704
Page 3
Oak Way Lot 1.05 Stmag-WaN InstaNatlon RaWaw
A77 Job 01106
• 7. The direction of the calling Joists in the left section of the garage maybe changed to
run parallel to the front of the garage. 2x1 p at 24 -inch canters may be used in lieu of
2x12 at 24 -inch centers. The glu-lam calling beam is adequate for this change.
B. The.Strong-Wall in the garage was not completely installed yet.
Please do not hesitate to call should you have any questions.
6ir.oaroly,
Samuel E. Demll
Senior Engineer
ATI Project File..
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NORCAL LUMBER -EL:1-9111-742-3780
h``TpTE Et IIM�
AITC
CERTIFICATE OF
?an 24,00
10 :24 No . 003 P .02
CONFORMANCE
(HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES
that the products identified below and on attached sheets Nos, are marked with
the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were
manufactured In conformance with applicable provisions of American National Standard ANSI/AITC
At 90.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant
In RIDDLE, oRE:oom , which plant has a quality control system
approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
and Inspected periodically by such Bureau.
JOB NAME:._ OAK VALLEY — Lot a 5
JOB LOCATION; MARYSV ILLE. CA
CUST0MER'8_9jjZER NO. I28I 9 DATP_9. ;- X49 MFGR'S ORDER N0. 99-1065
RIDDLE LPAINATORS
AITC HEREBY CERTIFIES that the said company at Its said plant Is licensed by the
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark In respect
of products which comply with applicable provisions of said Standard, that the adequacy of the qual-
ity control system in effect at said plant Is periodically Inspected and verified by the Inspection
Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the Judgement
of AITC, said company Is capable of complying with applicable manufacturing and testing provisions
of said Standard In respect of products manufactured at said plant. Conformance with the Standard
In respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's
guarantee hereunder being that the said company is qualified to produce a product meeting the said
Standard and that Its plant is periodically inspected and verified by the AITC Inspection Bureau.
AITC FORM IBC
`vt V S'
AITC Certlflcote No. 92- 056743
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
®1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
NGRCRL LUMBER TEL:1-916-7:12-8786 ?ar. 2L,00 10:t3 11o.003 P.01
NorLal Lumber Company, Inc.
4601 BERNICE AVENUE' PA BOX 2i0' 61ARTSVILLE, CA 9591'030) 1-101 # (530)12-8186 rAx
FACSIMILE TRANSMISSION COVER SHEET
Date /. ? / o o
-----------------
TOTAL NUMBER OF PAGES (Including Cover Sheet) _
T0: -,— y E' ✓tr_ Are A SIA �f
ATTENTION•
FAX NUMBER___
SRE.---- ��.�- �- `r=-- t=_ - J' ---=------- =------------
Comments:
i
v
' 01,'21/,,J -'"20:25 RTI -+ 916504049434
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A— I
—AMMIN. 1 9660 etackhawk Roed
OWN=— canviue. CA 94506
T• 921646.5800
R 925.648 f
Ono Merkark el
SOeer Tower, Suit4348
Sar F166lsM. CA 94105
1/ T..- 415.977.0410
F 415.977.0411
r
January21, 2000
The O'Brien Group
2001 Winward Way, Suite 200
San Mateo, California 94404
Attention, Gary Abies
Subject: Oak Valley Lot 1-05
Final Site Review
ATI Job 01106
Deer Gary,
in accordance with your request, we made a visit to the above referenced site on
January 19, 2000. The purpose of our visit was to review the items that were not
complete during our previous site visits. During this final visit we determined that the
work reviewed was In general conformance with the plans, calculations, the engineering
design intent, recommendations and generally accepted standards of practice.
Please note that our reviews were limited to areas that were readily accessible at the
time of our visits. Our efforts to review the work are not intended to relieve the
contractor of his responsibility to construct the project In accordance with the plans and
generally accepted standards of practice. Rather, our review is intended to improve the
probability that his work is completed in this manner.
Please do not hesitate to call should you have any questions.
Sincerely,
gat".,� �A4-�
Samuel E. Demil
Senior Engineer
Copy to: - South Coast Architectsiaw
- ATI Project File
Flwa :07106an-fiwi witw•i•7i-00eac
"Providing Value through Quality, Service and innovation"
N0. 304 001
IAY.17.1999 12:23PN BRIAN KANGAS FOULK
BiAm Kwgaa fiwk
Engineers ■ Surveyors • Planners
May 17, 1999
960069.50
Chuck Schoenberger
O'Brien Group
2001 Windward Way, Suite 200
San Mateo, CA 94404
Subject; Oak Valley ,lygtAtca—Foundation'Veriftation
r 01 .
N0.755 P.2i2
On May 14, 1999 we performed a .field survey of the location of the foundation form for the building being
constructers on Lot S of the Oak Valley Estates project in Cupertino.
The results of that survey clearly show that the location of the inundation foams are consistent and in
conformance With the design location of the building, as said location is shown on the plans prepared by
Sur firm.
This letter is intended to provide you wtdi the verliication of that unit per our survey. If there are any other
Questions ooneeming that location please do not hesitate to call.
Sincerely,
BRIAN KANGAS FOULK
Bradley A. Blibo P.L.S. 6141
Project Manager
Survey Department
6
BRADLEY A. DIIBO I;
EXP, 3/31/02
No. 6141 .r�J
•
,I
L
40
06,126119? 16:02 ATI 91650404943:
_i "
aw 3860 a(ackhawk Rood
Baa Danwlde, CA 94506
T 924848.8800
F'925 649.8611
Oro Market
® Speer Tower, Sub 346
San !: Aoi=,, CA 94105
415977.0410
k 415.877,0411
August 26, 1999
The O'Brien Group
2001 Winward Way. Suite 200
San Mateo, California 94404
Attention: Gary Ables
Subject: Oak Valley Lot 1-05
Holdown Anchors set in epoxy
ATI Job 01106
Dear Gary,
As requested, ATI investigated the required embedment lengths for holdown anchors,
which will be set in epoxy. The embedment lengths with the use of 'Simpson Strong -Tie
SET Epoxy' shall be as follows:
• 716" diameter threaded rod anchor to be used in lieu of SSTS - 15 inches with a
minimum edge distance of 1-% inches and minimum end distance of 5 inches
• 1" diameter threaded rod anchor to be used for HD14A holdown m 18 inches with a
minimum edge dletance of 2 Inches and minimum end distance of 6 inches
Please do not hesitate to call should you have any questions.
Sincerely,
C;,V�t ��—/
Samuel E. Demil
Senior Engineer
ATI Project File
ftfawma: 0/!Od•ly-wi:hor>6.78•D9
"Providing value through Quality, Service and Innovation"
B -2G -9g
NO. 736 1?02