Town Center Condoss and MSPRINKLER CORPORATION
LICENSE * C16-261706
•CORPORATE OFFICE:
0-197 5TH AVENUE ❑ 2959 BROAD STREET
REDWOOD CITY, CA 94063 SAN LUIS OBISPO, CA 93401
(415) 368-3393 (805) 541.4566
TO C-ag r-- rLJ t1'► 0
I00 1b9tffL7 &/91 .
GENTLEMEN:
WE ARE SENDING YOU
hop drawings
❑ Copy of letter
PlAttached via the following items:
❑ Prints ❑ Plans / ►D Samples ❑ Specifications
❑ Change order
�I
`.UUl
..MAIM
i
THESE ARE TRANSMITTED as checked below:
rz
11
#-For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE
❑ Resubmit copies for approval
❑ Submitcopies for distribution
❑ Returncorrected prints
19 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TOF—I 1 ,F,)
SIGNED r��J(/(;�
if .nOo.u...... nor ....r.d. wmdry notlry
i
CITY OF. ERTINO BUILDING PERMIT APPLICAON
Review b Public Works Department"
fts PROJECT NAA(E �(,(�/`J( � FILE NO. NO.
STREET ADDRESS ��f�-I% TRACT NO.
ASSESSOR'S PARCEL # PARCEL NO._
DEVELOPER d oAj ayy TELEPHONE 11
The following checked items -are require by the Public Works
5/82
Department: Contact
at (408) 252-4505, extension 232.
Date
Owner's 2nd City
Required Checkoff Review Released
A. ENGINEERING DOCUMENTS
1. *Agreements (see "Remarks")
2. *Bonds
3. *Quitclaim
4. Dedication
i
/
5. Easement
6. Fees
a. Storm Drain ------•----------
-----------
------------
--------
----------
b. Grading Plan --------• --------
------------
------------
---------
----------
c. Grading Permit----------------
----------
----------
---------
-----------
d. Retaining Wall ------ ----------
----------------------
--------
-----------
e. Other (see
f. Geological-----------------
---------------------
--------
----------
B. SUBDIVISION MAP REQUIREMENTS
1. Tract
2. Parcel
C. STREET IMPROVEMENTS
D. CENTRAL FIRE DEPT. CLEARANCE
E. GEOLOGICAL REQUIRED
F. SOILS REPORT
G. SOILS LETTER
H. CROSS -CONNECTION DEVICE
Building Permits "/may not be issued as of this date:
*City forms 71,316)�e
White - Building - Final Approval
Canary - Public Works - Final Engi eering Staff
Pink - Building - First Check
Goldenrod - Developer - First Check
•
KwanHenmi
Architecture and Planning
June 14, 1984
Building Department
City of Cupertino
10300 Torre Avenua
Cupertino, 95014
JIJN 15 1984
BLDG. INSPECTION DEPARTMENT
CITY OF CUPERTINO
►x r**
Regarding: Cupertino Town Center Cond miniums j �e-VV ,; �,Y4+
Response to Plan Check Comments JL1N R 1984
N A. Building Department
TECHNICAL ,
Item 1 - All notes nd plans have been revised to 5/8'�N dr
��--._____.x._._gypsumboard on walls and 1/2" type 'x' gypsum IS, INC. •
\ board on ceilings for 1 hour floor and ceiling assem- 4'
blies.
Item 2 and 3 - Plans now read 5/8" type 'x' gypsum board on
all walls.
Item 4 - Sheet A3.2: Items marked in red have been revised.
Item 5 - Sheet A4.1: Details have been done on fireplace.
See sheet A6.9.
Item 6 - Redmarks on sheets as noted:
a. AO.1 Detail and dimensions of trash enclosure
is now shown on this sheet.
b. AO.2 For clay tile roof installation specifi-
cations, see specification section 07320.
c. A1.2, A1.3, A2.1, A2.2 - see electrical drawings
for smoke detector and exhaust fan locations,
(El, E2)
d. A1.5 IC80 No. for skylight is No. 3710.
e. A3.1 See detail 7/A6.8 for detail of gateway
arch. See structural drawings for footing
details.
1550 Bryant Street
• Suite 601
San Francisco CA 94103
415/861-8866
epage two
June 14, 1984
Planning Commission
f. A3.2 See sheet A1.3 for access locations to attics
at 2nd floor. See sheet A1.4 for access to
attics at mezzanine floor. Insulation and
fire ceiling assemblies have been specified.
g. A4.1 See details 7/A6.9 and 8/A6.9 for fireplace
detail.
h. Sound transmission data - see notes on sheet
A5.1.
i. A6.1 See 2/A6.1 for minimum headroom of spiral
stair.
j. A1.3 and A6.1 Stair handrails have been revised to
extend 6" minimum beyond top and
bottom stair risers.
k. A6.6 Double course of tile has been eliminated.
B. Planning Department
Item land 2 - See attached site/grading plan by Kirkeby and
Associates. Sheet C-1
• Item 3 and 4 - Landscape plan will be submitted on June 26th,
after ASAC review has been submitted. Irrigation
plan will be submitted 2 weeks thereafter.
Item 5, 6, and 7 - See letters and drafts by owner.
Item 8 - See plans for solar chases, sheets A2.1 and A2.2.
Item 9 - See draft CCR'S'by owner.
Item 10 - ASAC has reviewed the architectural modifications
and approved them. (meeting of May 14th)
C. Public Works Department
Kirkeby and Associates has provided tract map to the Public Works
Department.
D. Central Fire District
Item 1 - See note 29 on sheet A0.0.
Item 2 - See note 30 on sheet A0.0.
Item 3 - See note 31 on sheet A0.0.
The above items will be completed when fire sprinkler contractor
• applies for permit.
• page three
June 14, 1984
Planning Commission
Item 4 - One hour floor/ceiling assemblies are noted on sheet
A5.1.
Item 5 - All walls are 5/8" type 'x' gypsum board. See plans.
Item 6 - See note 2 on sheets A1.3 and A1.4.
Item 7 - See sheets A3.2, A6.2, and A6.3.
Item 8 - See detail A3/6.1.
Item 9 - See sheet A1.5 and detail 2/A6.9.
Item 10 - See sheets E1 and E2.
Item 11 - See note 32 on sheet AO.0.
Item 12 - There will be no locks on the main patio entrance
gates.
Item 13 - See note 33 on sheet AO.0.
• Item 14 - See note 34 on sheet AO.0.
E. Plumbing and Mechanical
Item 1 - Plumbing plans will be submitted by DeAnza Plumbing
contractors.
Item 2 - See note on sheet AO.2.
Item 3 - See sheets A2.1 and A2.2.
Item 4 - Water heaters are electric.
Item 5 - See plans El and E2.
Item 6 -
Mechanical
Item 1 - See sheet A6.9.
If there are any further comments, please feel free to contact me.
Si n q I
i
Sylvia P. Kwan
• Principal
•
11
International Conference of Building Officials
RESEARCH REPORT
Filing Category: SKYLIGHTS AND SMOKE VENTS
O'KEEFFE'S BUBBLELITE SKYLIGHTS
O'KEEFFE'S INC.
75 WILLIAMS AVENUE
SAN FRANCISCO, CALIFORNIA 94124
1. Subject: O'Keeffe's Bubblelite Skylights.
II. Description: A. General: O'Kecffe's Bubblelite Skylights are fab-
ricated from acrylic plastics covered under ICBO Research Reports Nos.
1084 and 2576. The skylights are produced in various models and are
available in sires indicated in Table No. 1. The typical skylight consists of
an outer dome and may include an inner dome. Also produced are skylights
with a pyramid shape. All models are supported by an extruded aluminum
frame of 6063-T5 aluminum alloy with a minimum thickness of .062 inch.
All styles of O'Keeffe's Bubblelite Skylights are designed for installation
over a curb as required in Section 5207 (a) I of the code. Skylights up to and
including the 48-inch by 48-inch model are mounted on a frame as illus-
trated in Figure No. 1. Models greater than 48 inches in both dimensions are
mounted on frames as shown in Figure No. 2.
B. Installation: O'Keeffe's Bubblelite Skylights are installed in accor-
Report No. 3710
December, 1982
dance with the manufacturer's installation instructions and Figures Nos. 1
and 2.
C. Identification: O'Kceffe's Rubblelite Skylights are identified by a
pressure -sensitive label displaying the name and address of the manufac-
turer and the ICBO research report number. \\
III. Evidence Submitted: Manufacturer's brochurgs, load test reports
and descriptive data have been submitted. l
Findings
IV. Findings: That O'Keeffe's Bubblelite Skylights described In this
report comply with the 1979 Uniform Building Code, subject to the
following conditions:
1. Skylights are installed In accordance with Section 5207 and the
manufacturer's installation requirements.
2. Live or snow loads do not exceed 20 psf.
3. The skylights do not exceed the dimensions Indicated In Table
No. 1.
This report is subject to re-examination in one year.
TABLE NO. I
(All Dimensions are In Inches)
MANUFACTURER'S
DOME
PYRAMID
OUTSIDE FLANGE
DESIGNATION
RISE
RISE
THICKNESS
DIMENSIONS
24 x 24
6
7
.125
26'/4 x 26`/4
24 x 32
6
7
.125
26Y4 x 34 Y4
24 x 48
6
7
.125
26Ya x 50Y4
24 x 64
6
7
.125
26/, x 66'/4
24 x 72
6
7
.125
2694 x 74`/.
32 x 32
8
9
.125
34Y. x 341A
32 x 48
8
9
.125
3454 x 50'/4;'
32 x 64
8
9
.125
34 Y/ x 66Y4
32 x 72
8
9
.125
34Ye x 74Y4
36 x 36
8
9
.125
38'/4 x 38Y�
48 x 48
10
14
.125
50Y4 x 50Y4
48 x 64
10
14
.250
50R x 66A
48 x 72
10
14
.250
50Y, x 74 Y/
48 x 96
10
14
.250
50'/, x 98`/4
48 x 120
10
14
.250
5OY4 x 1221;
64 x 64
12
18
.250
661/4 x 66'/4
64 x 72
12
18
.250
66'/4 x 74`/4
64 x 96
12
18
.250
66'/4 x 99Y/
64 x 120
12
18
.250
66Y4 x 122Y,
72 x 72
14
21
.250
74Y4 x 74Y4
72 x 96
14
21
.250
74'/. x 98Y4
72 x 120
14
21
.250
74Y4 x 122Y4
96 x 96
20
28
.250
98Y4 x 98'/+
ICRO research reports are issued solely to provide informalion to Class A members of the organization utilizing the code upon which the report is
based. Research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or
recommendation for use of the subject report.
This report is based upon independent tests or other technical data submitted by the applicant. The ICRO technical staff has reviewed the (es( results
and/or other data, but does not possess test facilities to make an independent verification.
Page 1 of 2
Page 2 of 2 • • Report No. 3710
2 0 x4 0_M_D
FIGURE NO. 1
Vie" x 'h" TREMCO 440 BUTYLRUBBER TAPE 2'-0" x 6'-0'_M.D.
TOP AND 'A" x lb" BOTTOM (TYPICAL)
NO. 10 x 1"P.H.S.M.S. ALUMINUM
PHILLIPS WITH NEOPRENE
WASHER AT 9" O.C.
1
PC-310 GLAZING CAP
1/4" WEEP HOLES AT `_
CORNERS AND MIDPOINTS
TAPE OR SEALANT----_ \
(BY OTHERS) L
PS-2 PERIMETER SILL r ---
MITERED AND WELDED
NO. 14 x 2" R.H. WD. S.
WITH GASKET AT 24" O.C.
STAINLESS
• _ - -
2 x 4 WOOD CURB
(BY OTHERS)
FIGURE NO.2
'A" CLEAR -FORMED ACRYLIC
BUBBLELITE
'/a" WHITE -FORMED ACRYLIC
BUBBLELITE
''A" x lk" TREMCO 440 BUTYL -
RUBBER TAPE AT BOTTOM
PC-250 SNAP -CAP
'A" WEEP HOLES AT CORNERS
AND MIDPOINTS
TAPE OR SEALANT
(BY OTHERS)
PS-3 PERIMETER SILL
MITERED AND WELDED
NO. 14 x 2" R.H. WD.S. WITH
GASKET AT 24" O.C. STAINLESS
2 x 4 WOOD CURB (BY OTHERS)
Ve" CLEAR -FORMED
ACRYLIC
BUBBLELITE
'A" WHITE -FORMED
ACRYLIC
BUBBLELITE
E
International Conference of Building Officials
RESEARCH REPORT
Filing Category: SKYLIGHTS AND SMOKE VENTS
O'KEEFFE'S BUBBLELITE SKYLIGHTS
O'KEEFFE'S INC.
75 WILLIAMS AVENUE
SAN FRANCISCO, CALIFORNIA 94124
I. Subject: O'Keeffe's Bubblclite Skylights,
11. Description: A. General: O'Kecffe's Bubblclite Skylights are fab-
ricated from acrylic plastics covered under 1CB0 Research Reports Nos.
1084 and 2576. The skylights are produced in various models and are
available in sizes indicated in Table No. I. The typical skylight consists of
an outer dome and may include an inner dome. Also produced are skylights
with a pyramid shape. All models are supported by an exuuded aluminum
frame of 6063-T5 aluminum alloy with a minimum thickness of .062 inch.
All styles of O'Keeffe's Bubblclite Skylights are designed for installation
over a curb as required in Section 5207 (a) 1 of the code. Skylights up to and
including the 48-inch by 48-inch model are mounted on a frame as illus-
trated in Figure No. 1. Models greater than 48 inches in both dimensions are
mounted on frames as shown in Figure No. 2.
B. Installation: O'Keeffe's Bubblelite Skylights are installed in accor-
Report No. 3710
December, 1982
dance with the manufacturer's installation instructions and Figures Nos. I
and 2.
C. Identification: O'Keeffe's Bubblclite Skylights are identified by a
pressure -sensitive label displaying the name and address of the manufac-
later and the ICBO research report number.
Ill. Evidence Submitted: Manufacturer's brochures, load test reports
and descriptive data have been submitted.
Findings
IV. Findings: That O'Keeffe's Buhhlelite Skylights described in this
report comply with the 1979 Uniform Building Code, subject to the
following conditions:
1. Skylights are installed in accordance with Section 5207 and the
manufacturer's Installation requirements.
2. Live or snow loads do not exceed 20 psE
3. The skylights do not exceed the dimensions indicated In Table
No. 1.
This report is subject to re-examination in one year.
TABLE NO. I
(All Dimensions are In Inches)
MANUFACTURER'S
DOME
PYRAMID
OUTSIDE FLANGE
DESIGNATION
RISE
RISE
THICKNESS
DIMENSIONS
24 x 24
6
7
.125
26'/. x 26Y.
24 x 32
6
7
.125
26Y. x 34'G
24 x 48
6
7
.125
26Ya x 50Y4
24 x 64
6
7
.125
26Ya x 66'/.
24 x 72
6
7
.125
26% x 74'/.
32 x 32
8
9
.125
34Y. x 34'/.
32 x 48
8
9
.125
34'/. x 50'/4
32 x 64
8
9
.125
34'/. x 66/2
32 x 72
8
9
.125
34% x 74Y5
36 x 36
8
9
.125
38Y. x 38Ya
48 x 48
10
14
.125
50'/. x 5 0 A
48 x 64
10
14
.250
50Y. x 66 Y4
48 x 72
10
14
.250
50'/4 x 74 Y.
48 x 96
10
14
.250
50% x 98 Y4
48 x 120
10
14
.250
50'/. x 1221:
64 x 64
12
18
.250
66'/. x 6 6 A
64 x 72
12
18
.250
66Ya x 74Y.
64 x 96
12
18
.250
66 Y. x 98'h
64 x 120
12
18
.250
66`/. x 122 Y+
72 x 72
14
21
.250
74Y4 x 74'/.
72 x 96
14
21
.250
74 Y4 x 984
72 x 120
14
21
.250
74Y. x 122'/4
96 x 96
20
28
.250
98 Y4 a 98'/.
1CB0 research reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is
based. Research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or
recommendation for use of the subject report.
This report is based upon independent tests or other technical data submitted by the applicant. The ICBO technical staff has reviewed the test results
and/or other data, but does not possess test facilities to make an independent verification.
Page 1 of 2
Page 2 of 2 •
Report No. 3710
2'-0" x 4'-0" M.D.
14
'''Ae" x 'h" TR EMCO 44(
TOP AND '/e" x lb" B
NO. 10 x 1"P.H.S.M.S. ALL
PHILLIPS WITH NEOPREr
WASHER AT 9" O.C.
PG310 GLAI
'''A" WEEP HOLES)
CORNERS AND M
TAPE OR SEALANT
(BY OTHERS)
PS-2 PERIMETER
MITERED AND WE
NO. 14 x 2" R.H. WD. S.
WITH GASKET AT 24" O.C.
STAINLESS
•
2 x 4 WOOD CURB
(BY OTHERS)
FIGURE NO. 1
'A" CLEAR -FORMED ACRYLIC
BUBBLELITE
Ye" WHITE -FORMED ACRYLIC
BUBBLELITE
'''A" x 1/2" TREMCO 440 BUTYL -
RUBBER TAPE AT BOTTOM
PC-250 SNAP -CAP
'/4" WEEP HOLES AT CORNERS
AND MIDPOINTS
TAPE OR SEALANT
(BY OTHERS)
PS-3 PERIMETER SILL
MITERED AND WELDED
NO. 14 x 2"R.H. WD.S. WITH
GASKET AT 24" O.C. STAINLESS
2 x 4 WOOD,CURB (BY OTHERS)
'/e" CLEAR -FORMED
ACRYLIC
BUBBLELITE
'A"WHITE-FORMED
ACRYLIC
BUBBLELITE
FIGURE NO. 2
•
•
1212-1215
EXCEPTION: A separation shall
Access to Buildings and Facilities
UNIFORM BUILDING CODE
be required for such rooms with
Sec. 1213. Buildings containing more than 20 dwelling units or 20 guest
rooms shall be accessible to the physically handicapped by a level entry,
ramp or elevator. The number of dwelling units or guest rooms accessible
to the physically handicapped shall be not less than the following:
21 through 99 one unit
100 and over one, plus one for each additional 100
units or fraction thereof
To determine the total number of accessible units, more than one struc-
ture on a building site shall be considered as one building.
Toilet facilities in accessible units shall comply with Section 1711.
Sec. 1214. A one-story carport entirely open on two or more sides need
not have a fire separation between the carport and the dwelling.
Windows between the carport and the dwelling shall not be openable.
Doors may be of any type, provided that any sash used in a door be fixed;
doors between a dwelling and a carport shall be self -closing.
Existing Buildings
See. 1215. For existing buildings housing Division 1 Occupancies, see
Appendix, Section 1215.
Chapters 13-16
NO REQUIREMENTS
CI
�f4
Cites of Cupertino
10300 Torre Avenue
Cupertino, California 95014
Telephone:(408) 252-4505
DEPARTMENT OF PLANNING AND DEVELOPMENT
_Cuperfino "Twn G el1r _ Corida s .
Frojec't Addrets
P.O. Box 580
Cupertino, California 95015
TVeD
JUN 2 G 1984
TECH
ANALYSIS, INC.
SPECIAL INSPECTION AND TESTING
To owner of projects requiring Special Inspection or Testing per Section 306,
Uniform Administrative Code, please acknowledge and return to the City.
•BEFORE A PERMIT CAN DE ISSUED: The Owner or his representative, on the advice
of the responsible Project Engineer or Architect, shall complete, sign and submit
the attached for "Structural Testsand Inspection Schedule" to
this Department for review and approval.
The owner and his general contractor, where applicable, shall also acknowledge
the following conditions applicable to Special Inspection and/oi- Testing.
1. Contractor is responsible for proper notification to the Inspecting
or Testing agency for items listed.
2. Testing laboratory only should take samples and transport them to
their laboratory.
3. Automatic copies of all laboratory reports are to go directly to
the City.
4. Inspection Agency to submit name or names of on -site special in-
spectors to the Inspection Division.
S. Special Inspectors shall provide weekly reports to this Department.
as provided for in Section 306(c)2 of the Uniform Administrative Code.
6. BEFORE AN OCCUPANCY PER-IIT CAN BE ISSUED: The Inspection Agency
shall submit a statement that all items requiring testing and inspection
were fulfilled and reported. Those items not tested and/or inspected
shall be noted in this statement.
ACOOWLEDGDENT
Uwners Signature
Contractors Signature
�_ r� (/ 22
Pr ject Engineer or Architect
Signature
(?1 UC O/V
Inspection Agency
CITY OF CUPVRTINQ
10:23 TC;IRC AVE
Cli777 7'iO. CA 3501.2
• STRUCTURAL TESTS AND INSPECTIONS SCHEDULE
(See Acoendix A on Reverse Side for Requirements at Uniform Building Code, Section 3o6(a)
Pnor to issuance of a owicmg oermn. the Owner, on me a0viCs of the Archeact or 77Engineer. shelf 11MOlas. sign An' supmf Ihis loan to me dwlom g .Chi
(: UOP�I^riY1 e /®er / e"/tomhA�ornyni�cr�'S lP�
PnOlact Name 21
Z� �y Oats
� 1 riyVes
Project Aopreaa esnngonsoaCnon Agency
_ _ `' eeC'C%2023
Owner 3 NNerne ame signature 8 rue
.nereov Cer9fwa mat :its ,etinng:lnsceii Agency named oone has Dean engaged to parorm structurat teats and mfspeaion dunng COnstruatOn.
CneCXed Oetow. to satisfy all 30011 Dle portions of me Swicing Coon
Pnol :O issuance of LI dCNoanCy permit. the Inaoec. in
Agency Pfau suOmrl a satemem that all Items of desghwil d won OWtOMed were repOfted. Any
items Cnecitao out not testae pr insomoms witt be d0tad ano eeplained.
Whenever any designated Gems on fins list are ready for sampling. teeing or Ir oamO , it snap pe me ree,00habihry Of me Confraetdr t0 give nmMy nonce 10
the Inspection Agency so that the rcturrad services may tie performed.
REINFORCING STEEL:
TZRwie a Sand. One sat ow, naa per _ torte,
X Inspect m of Placmurm - nn43 a7ir uaf//s.
Inspa:tlon Of Waiting
MASONRY:
Pfalrienary Acceaaas, Teas
(Masonry Units. Wait Pnsmtl
S.03a Om TOM
(Mortar. Grcul. Pied Wait Pnsmsl
Insectlm a Growing
mtpealaf of Plararrfan & Grouting
CONCRETE GUNRE GROUT A MORTAM
CORD
Gun.
Ghoul
Martw,
�
ate lOr
sutwoli a A
K:
en Pane,
aarm P. lino,
am Gno
Insosl: Pia
nlon n Tese
AM a mac
P at -'el Sa Ime
hinnill is dare
ylea Cheat
Nr Chen
tine m
PRECAST CONCRETE
Ranlprong Tate
Inspemon of Ran(ctofg Plaeens,m
_ Te TifuA
InsOaettm at Terwon Placanallt
_ )faoealm of Cmvae Piaemw,d
InsoaSlm of cancras daCnmg
Irfspemm of Pane, Attain, d IreMls
Insoamaf of Pane, ntstautlm
_ Compresmon Tete
— insom on of SIM&wlg(Tn *W
PILING. CAISSONS, CAPS. TIES:
Insoeotm of Ranfomnq Plaerrlatl
InsOscnon of Canoes, Plaravina a
Inspa:rm of Cmvete Batmng
UNDERPINNING:
Inspecen at $Ise Famfapel
InSoemm of Rwftmng A Fame,
InsOsmCn of Comae Pte
Inspealat of Tieoaata
STRUCTURAL STEEL:
— Sallfola a Tow (list tips i memOw,e paow)
Shoo Idaho. a WaWlrfg Inspampn
Shoo Ultraew,ec Inspection
_ Shoo Radogtapfry
— Hato Wegng Inspection
Raid sating Inspacttm
POW Ultra mle Insoacom
_ Fad Raoograorry
Mee Dear Waring In cmam
ASPHU LTIC CONCRETE:
_ MI: a""
_ Iflap@COm Of Batch Plain
_ Co Tau
Find hfsoectlm
Swtamrry Tags
_ Somme Gravity
— Atpraw CORMI
_ Sieve Anuyae,
_ K Factos,
slaowmafer value
Swam
INSULATING CONCRETE:
— Swrfple a Tom
URN Wagers
RREPROOPINO:
_ Inspecon of plaemem
_ Daasry Tsae
_ Thlctvym Tate
ilePact Batmeg
FILL MATERIAL•
Acceptyle Taus
= FArm Daa-0aannrty Detw,mmauon
ROOFING:
I ocaterm or primemern
_ Samos, 6 Tau
STRUCTURAL WOOD:
W=Gcnon of Fapneadm
_ I1130=00n of Thus jam Fan.
_ Sam" 6 Tea Campafene
hlw=m of G U4&m Fso.
Atli, FdUND4vu f3xt%bv�p + Sp lUStnU h7of
5T14U— fi0 ufsp"416n r5y smi, "C 104,CZpyl.
StWi-eTuRnti I4JC1Il+64L * ?Wovtvi)i. FNMA
R�Ppw/aT To CIZy GLDGI . POW. VW_, Rs,,Afi
b Inopwoe W Special Instructfms Brno Aron-vi � (o/Z9 / g `} The tests and inspecticns as shown on this page and page 2 are required by the 1979
3.C. Copies of test d
an inspection reports shall be submitted to the Building Dept. on
iaily basis. The special inspectors and fabricators shall be approved by the Building
'icial.
APPENDIX A
All of the tests and inspections listed on the STRUCTURAL TESTS AND INSPECTIONS SCHEDULE will be called for at one•
time or another in the plans and specifications submitted to a Building Department. Seldom will one project require all of
:he Tests and Inspections shown. The listed items `all into one of the following categories:
1. .Recuired by Plans and Specifications as deemed necessary by the Architect/Engineer for the integrity and successful
performance of his project.
2. Required by specific reference in 1979 Uniform 3uilding Code, and the Uniform Building Code Standards (STDS), 1979
edition.
3. A combination of I and 2.
She following lists the Building Code references which bear on each of the Tests and Inspections in the STRUCTURAL TESTS
AND INSPECTION SCHEDULE. Where no Building Code Section is cited, the Test or Inspection is optional at the discretion
of the Architect/Engineer.
REINFORCING STEEL.
Tensile and Bend Test-2603(b), (f). (i), STDS 26.405,
26.406
Inspection of Placement-306(a)3
Inspection of Welding-306(a)4
MASONRY
Preliminary Tests (Masonry Units. Wall Prisms)
2404(c)1.2404(c)2•A-B-C-0
Subsequent Tests (Mortar, Grout, Feld Wall Prisms)
2404(c)2, 2403(r)3, 2403(s)3
Inspection of Grouting-2413(d)3 and 8. 2415(c)
Inspection of Masonry Placement and Grouting
306(a)6, Tables 24-13, 24-H, 24-J, 24-K
CONCRETE GUNITE I
GROUT
MORTAR
!
2603(b)(d) I See Conc.;
STDS 24-23 i
STDS 24.22 1
Agg. Tests for Design
2603(d) See Conc.
STDS 24-23
STDS 24.22
Suitability of Ada. I
2604(c)2 See Conc. ! Mix Designs I
Test Panels
26.1310— See Conc. i Con, Batch PI. Inso. 1
Cement Grab Sample
306(a)1 See Conc. See Msnry. See Msnry. ! Inspect Placing
2604(d) I See Conc. 24.2201 " 24.2105" Compression Tests
242202" 1 Cast Specimens
1 Pick -Up Samples I
Shrinkage Bars
i Yield Check I
I Air Content
I Dry Unit Wt.
-'STDS
STRUCTURAL,WOOD . . I .
Inspection of Fabrication—STDS 25-10
Sample and Test Components-2505, STDS 25.1003,
25.1010. ,
PRECAST CONCRETE
Reinforcing Tests (See Reinforcing Steel)
inspection of Reinforcing Placement-306(a)3
Tendon Tests--STDS 26-7, 2612(m)
Inspection of Tendon Placement-306(a) 3
Inspection of Concrete Placement-306(a)1
Inspection of Concrete Batching—STDS 25.1310
Inspection cf Panel Attach, and Inserts-306(a)3
Inspection of Panel Installation-306(a)1
Compression Tests-2604(d)
Inspection of Stressing-306(a)3
PILING, CAISSONS, CAPS, TIES t•
Inspection of Reinforcing Placement-306(a)3
Inspection of Concrete Placement-306(a)1
Inspection of Concrete Batching—STDS 26.1310
UNDERPINNING
Inspection of Steel Fabrication-306(a)4
Inspection of Reinf. and Forms-306(a)3
Inspection of Concrete Placement-306(a)1
STRUCTURAL STEEL
Shop (dent. and Welding-306(a)4, 2701(b),
STDS 27-6 and STDS 27.203
Shop U.T.-STDS 27-6
Shop X-ray—STDS 27-6
Field Welding-306(a)4, STDS 27-6
Feld Bolting—STDS 27.706. 306(a)5
Field U.T.—STDS 27-6, 2722(f)
Feld X-ray—STDS 27-6, 2722(0
Metal Deck Welding-306(a)4
•
Page 2
3=DITION
rcial Inspections
06. (ar General. In addition :o the inspections w be made as aPtci-
rc.non 105. the owner mall employ a ipeual inspector dur:ng cun-
'a::on on the fallowing apes of '•.Irk:
CONCRETE: During :,metaking of :nt specimens and ptaang of all
forced concrete and pneumatically placed concrete.
EXCEPTIONS: 1. Cancem !car !0un,taswns conforming tv :.me minimum
r rwrements at Tame NJ.:9-A or :has w.ie anti for Gruuo R. Un,.wn i .nil
Group 4. 'Di, ston ( ro,uaed :me culiotn{ of ltCi.ii :Irtai no
ti,Ylal 'aaruo Cx1st.
_. Fur :aun,acmn :on:: ere •nen ire •ir"tWal lulus is Laud ..n a r'. nu
srntr:ran Jiw psi.
`Jnsf'uC:':ral iiaps on jrf4c.:nv uding :fntresaed •:Jos on grade nm
::f=t%C;.Mai in <oneY: ti ins 111W1 I fli CuundS Per -Juue:nit.
a. Sisd cork :Jnereic Iuli-,ur ponCel on cartes and cone: etc .nee no oced
-.`d e.ou.
DUCTILE MOMENT -RESISTING CONCRETE FRAME: As re.
:a by Section :526 (h) of mis code.
REINFORCING STEEL AND PRESTRESSING STEEL: A. During
:: easing and grouting of prestressed concrete.
. During placing of reinforcing sires. placing of tendons and pres[ress-
aircl for all concrete required to have spatial inspection by Item No. 1.
EXCEPTION: The special inspector need nor be present during nitre ran-
`orc:ng sled and prestressing steel -placing operations, provided ne has in -
section for confonnana •ith the approved plans prior to the closing of
forms or :he delivery of concrete to the job site.
WELDING: A. Dunne moment -resisting steel frames. As required
station 27Z—' In of this code.
. All structural welding, including welding of reinforcing steel.
EXCEPTIONS: 1. When welding is done in an approved fabricaror's
shop.
Z. app When roved by the building official, single -pus fuller wilds whm
.sedMess to less than 50 patent of allowable stresses and floor and roof desk
Iding and weided studs when used for structural diaphragm or composite
systems may have periodic inspections as defined in Section 105 (e) of this
code. For periodic inspection. the imp¢[nr shall check qualirkations of
welders at scut of work and then make flnai inspection of all welds for com-
pliance prior to completion of welding.
HIGH -STRENGTH BOLTING: During ail bolt installations and
erring operations.
EXCEPTIONS: 1. The special inspector need most be present during the en-
tire installation and tightening operation. provided he has:
(i) Inspected the surfaces and bolt type for anformance to pram avid
specifications prior to star of bolting, and
(ii) Will. upon compimuon of all bolting, verify the minimum spenfued bon
tension for 10 percent of the baits for each -type- of ,,nnmum. for a
'epramtui.e number of total connections awHished M the plan, old
ipeCllleallons.
5. In bearing•'>pe connmtium when threads are not Ietwred by:' Isn W
;e esUuded from me Near plane. inspection prior to or aarng n tafluion
+ill not be required.
TRUCTURAL MASONRY: During preparation of masonry wall
iampling and placing of all masonry units. ptacemem of reinforce.
nspr:wn of trout space, immediately prior to closing or cleanuu s
:ring all ;routing operations. Where the%'_ is less than ZSX) pit and
inspection stresses are used. test .becimens may ;onsul of either'ism test for each f0M square feet Of wail area or s 'cries of tests
on both grout and mortar for the first three cunsecutise days and
iird day thereafter. .
EXCEPTION: Sreul lnspettivn will not be required for ,[ruc,u:m
caigned in accorlance with the ,aloe in appro-riate tacrles ter -,in•
.;.sinuous inspection.
iEINFORCED GYPSUM CONCRETE: When eau -in -place C:ass
um concrete is being mixed and placed.
LATING CONCRETE FILL: During (he application of insu-
ncrete rill when used as pan of a structural system.
EXCEPTION: The special inspections may be limited to en initial in.Cee•
son to check the deck surface and Placement of reinforcing. The special m-
,oecior shall supervise the preparation of compression tat soeamens during
Inn initial inspection.
SPRAYED -ON FIREPROOFING: As required by U.B.C. Standard
;-d.
:0. PILING. DRILLED PIERS AND CAISSON5: During ariving and
testing of piles and construction of cast-m-ppace arulea piles or caissons.
See Items Nos. I and I for concrete and reinforcing steel inspection.
11. SPECIAL GRADING. EXCAVATION AND FILLING: During
earthwork cncavations. graaing and :illing.Iprauons inspection to saiisiy
tie requirements of Chapter :9 and C::aptr -0 (AOpehdix) of this code.
IL SPECIAL CASES: work '. histis. in :he opinion of :he building uf-
acial. involves unusual hazaras.
(b) Special Inspector. The special insoctror shall be a qualified person
who shall demonstrate his competence, to the satisfaction of :he building
official, for inspection of the particular type of construction or operation
requtnng special inspection.
(a) Duties and Resporimbiiiiies of the Special Inspector. I. The spinal
inspector snail observe :he work assigned to Le:artasn it confc.ms to the
,sign drawings and specifications.
2. The special inspector snail furnish inspection reports to the building
official. the engineer or architect of record, and umer _esimated persons.
.All discrepanaes shall be brought to :he immediate attention of the con-
tractor for correction. then, if uncorrected, to the proper design authority
and to the building official.
7. The special inspector ,hall .ubmn a final .,gncd report itating wheth-
a the work requiring ;penal inspection coy, to the test of hit knowledge.
in conformance wash (he aporuscd plans and .pmtficatiuns and the appli-
,ableworkmanship provision of thesecudes.
(d) Wlver of 50eaial Inepeetson. The bull. ling ofriaal may waiverhe re•
quirement for the employment or a !pctial mepeclur if he ands that the
construction is of.minur nature.
IU Periodic Spatil Insoecaiun. 5ume mspecnuns may be made on a
periodic basis and ,atisiy the requirements of contsnuuus Inspection. pro-
vided this periodic scheduled tropection is performed as outlined in the
project plans and specifications and aepru,ed by :he building otRcial.
(1) Approved Fabricators. Special in,pec:ions required by this section
and elsewhere in this code snail not be required where the work is done on
the premises of a fabricator registered and approscd by the building of-
ficial to perform such work without ,pedal inspection. The certificate of
registration snail be subject to revocation by the builai,ig official if it is
found that any work done pursuant to the approval is in ,ialation of this
code. The approved fabricator shall submit a Certificate of Compliance
that the work was performed in accordance with the approved plats and
specifications to the building official and to the engineer or architect of
record. The approved fabricator's qualifications shall be contingent on
compliance with she following:
1. The fabricator has developed and submitted a detailed fabrication
procedural manual reflecting key quality control procedures which will
provide a basis for inspection control of workmanship and the fabricator
plant.
2. Verification of the fabricator's quality control capabilities. plant and
personnel as outlined in the fabrication procedural manual shall be by an
approved inspection or quality control agency.
I. Periodic plant inspections shall be conducted by an approved inspect.
don or quality control agency so monitor the effectiveness of the quality
control program.
a. It shall be the responsibility of the inspection or quality control agency
to notify the approving authority in writing of any change to the proce-
dural manuaL Any fabricator approval may be revoked far just cause. Pa.
approval of the fabricator shall be contingent on compliance with quality
control procedures dosing the pas[ year.
Page 3
a❑n❑ern❑�
�3❑U❑C�t._I❑D
A CIVCON AFFILIATE
Job No. 83079-2
June 28, 1984
MDK 84-26
Building Department
City of Cupertino
10300 Torre Ave.
Cupertino, California
a 0
KIRKEBY & ASSOCIATES, INC.
7246 Sharon Drive • San Jose, California 9
WE 0
U � JUN 2 9 1584
Re: Lots 1,2,3,4, and 7, Tract No. 7575
Gentlemen;
SLOG. C lP oFTICUPERTINO ON Nt ME
Per Section 7014 of the Uniform Building Code, we have inspected the finished
grading for the subject site and hereby state it to,be in substantial conformity
with the approved grading plan. Finished building pads were measured to be
0.2 feet, plus or minus, of design grades.
If further information is required please contact the undersigned.
Yours t�t��r��ulyy,,
Marvin D. Kirkeb
Registered Civil
ineer
c: Mayco Construction
•
•
0
SERVICE
CENTRAL FIRE PROTECTION DISTRICT
3071 DRIFTWOOD DRIVE
SAN JOSE, CA 951284499
SINCE 1947 (408) 378-4010
U
Fen FgvtE
JUN B D
CLEARANCE 2 1984
BLDG. INSPECTION DEPARTMENT,
CITY Of CUPERTINO
(Location)
PROJECT
(AppZicar )
(FiZe Number)
The applicant has met all the conditions of the Central Fire
Protection District concerning the subject file and there is
no objection to:
1. Recording a tract map.
2. Recording a parcel map.*
0 Signing of building permit.
4. All required fees have been paid.
�P✓ I s 5 w a
(Au horized By)
CIRCLE #2 IF CLEAR TO RECORD
ate,
(Date)
jg
• g FORWARD TO: /78
.. CO
CONSTRUCTION
21060 HOMESTEAD ROAD #209
CUPERTINO, CALIFORNIA 95014
June 26, 1984
CENTRAL FIRE PROTECTION DISTRICT
3071 Driftwood Drive
San Jose, California 95128
Attention: Mr. Ron Moore
RE: Town Center Project
Cupertino
Dear Mr. Moore:
We are requesting to pull building permits for the following five
buildings at Town Center: Lot #1, #2, #3, #.4, #7.
Building #1 and #7 - we would build only thru 1st floor sheathing
(if water has not been installed, at that point) in order to seal
the block work and back fill around the buildings.
We request your cooperation on this situation, as time and good
weather is imperative.
RJW/dg
0
Very truly yours,
MAYCO
ion Manager
San Jose
Water
Company
374 West Santa Clara St.
P.O. Box 229
San Jose, CA 95196
408 279-7808
Central Fire Protection District
3071 Driftwood Drive
San Jose, CA 95128
Reference: Tract 7575
Rodrigues Avenue - Cupertino
Gentlemen:
June 25, 1984
The developer of the above -referenced project has entered into an agreement and
deposited an amount of money to cover the estimated cost of installation of water
facilities with San Jose Water Company.
Our installation will commence when labor and material are available and when
jurisdictional authorizations have been obtained. Normal y, we can start a job
of this type in a month's time, although we can make no g aranteeS.
C
ur ,
EN, JR.
NDepartment
WSW:db
Est. No. B4-296
b a -7
0
n
�J
KwanHenmi
Architecture and Planning
June 14, 1984
Building Department
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
Regarding: Cupertino Town Center Condominiums
Response to Plan Check Comments
A. Building Department
HUME �
JUN 1 D
51984
BLDG. INSPECTION DEPARTMENT
CITY OF CUPERTINO
Item 1 - All notes and plans have been revised to 5/8" type
• 'x' gypsum board on walls and 1/2" type 'x' gypsum
board on ceilings for 1 hour floor and ceiling assem-
blies.
0
Item 2 and 3 - Plans now read 5/8" type 'x' gypsum board on
all walls.
Item 4 - Sheet A3.2: Items marked in red have been revised.
Item 5 - Sheet A4.1: Details have been done on fireplace.
See sheet A6.9.
Item 6 - Redmarks on sheets as noted:
a. AO.1 Detail and dimensions of trash enclosure
is now shown on this sheet.
b. AO.2 For clay tile roof installation specifi-
cations, see specification section 07320.
c. A1.2, A1.3, A2.1, A2.2 - see electrical drawings
for smoke detector and exhaust fan locations,
(E1, E2)
d. A1.5 ICBO No. for skylight is No. 3710.
e. A3.1 See detail 7/A6.8 for detail of gateway
arch. See structural.diawings for footing
details.
1550 Bryant Street
Suite 601
San Francisco CA 94103
415/861-8866
•
0
C�
CITYOF
DA I c
CUPERTINO
SLIP
/G
TRANSMITTAL
TO
FROM
,,C." / Z- J
ACTION
❑ Note & File ❑ Per Our Conversation
❑ Note & Return To Me ❑ Per Your Request
❑ Return With More Details ❑ For Your Approval
❑ Note & See Me About This ❑ For Your Information
❑ Please Answer ❑ For Your Comments
❑ Take Appropriate Action ❑ Investigate & Report
❑ Prepare Reply For My Sig. ❑ Signature
COMMENTS
i s e p Sf/Ts / /� 3. a s
6.
L.9a.9-
CITY
ECOF
TDAI
UPERTINO�
TRANSMITTAL SLIP
T T%�
FROM
ACTION
❑ Note & File ❑ Per Our Conversation
❑ Note & Return To Me ❑ Per Your Request
❑ Return With More Details (plor Your Approval
d•iFor Your Information
ElNote & See Me About This
//
❑ Please Answer ❑ For Your Comments
❑ Take Appropriate Action ❑ Investigate & Report
❑ Prepare Reply For My Sig. ❑ Signature
COMMENTS
rnvi•i
ACTION
❑ Note & File ❑ Per Our Conversation
❑ Note & Return To Me 0 er Your Request
❑ Return With More Details �O For Your Approval
❑ Note & See Me About This ❑ For Your Information
❑ Please Answer ❑ For Your Comments
• Take Appropriate Action ❑ Investigate & Report
❑ Prepare Reply For My Sig. ❑ Signature
COMMENTS
CITY DATE
OF
CUPERTINO
TRANSMITTAL SLIP 1
TO
I, G/v/Gf Caw
FROM
ACTION
❑ Note & File ❑ Per Our Conversation
❑ Note & Return To ❑ Per Your Request
❑ Return With More Details �;.Por Your Approval
❑ Note & See Me About This @-Fo/r Your Information
❑ Please Answer / ❑ For Your Comments
❑ Take Appropriate Action ❑ Investigate & Report
❑ Prepare Reply For My Sig. ❑ Signature
COMMENTS
page two
June 14, 1984
Planning Commission
f. A3.2 --See sheet A1.3 for access locations to attics
at 2nd floor. See sheet A1.4 for access to
attics at mezzanine floor. Insulation and
fire ceiling assemblies have been specified.
g. A4.1 See details 7/A6.9 and 8/A6.9 for fireplace
detail.
h. Sound transmission data - see notes on sheet
A5.1.
i. A6.1 See 2/A6.1 for minimum headroom of spiral
stair.
j. A1.3 and A6.1 Stair handrails have been revised to
extend 6" minimum beyond top,;and,
bottom stair risers.
k. A6.6 Double course of tile has been eliminated.
B. Planning Department
Item l,and 2 - See attached site/grading plan by Kirkeby and
Associates. Sheet C-1
Item 3 and 4 - Landscape plan will be submitted on June 26th,
after ASAC review has been submitted. Irrigation
plan will be submitted 2 weeks thereafter.
Item 5, 6, and 7 - See letters and drafts by owner.
Item 8 - See plans for solar chases, sheets A2.1 and A2.2.
Item 9 - See draft CCR-'S'by owner. —
Item 10 - ASAC has reviewed the architectural modifications
and approved them. (meeting of May 14th)
C. Public Works Department
Kirkeby and Associates has provided tract map to the Public Works
Department.
D. Central Fire District
Item 1 - See note 29 on sheet A0.0.
Item 2 - See note 30 on sheet A0.0.
. Item 3 - See note 31 on sheet A0.0.
The above items will be completed when fire sprinkler contractor
applies for permit.
page three
June 14, 1984
Planning Commission
Item 4 - One hour floor/ceiling assemblies are noted on sheet
A5.1.
Item 5 - All walls are 5/8" type 'x' gypsum board. See plans.
Item 6 - See note 2 on sheets A1.3 and A1.4.
Item 7 - See sheets A3.2, A6.2, and A6.3.
Item 8 - See detail A3/6.1.
Item 9 - See sheet A1.5 and detail 2/A6.9.
Item 10 - See sheets E1 and E2.
Item 11 - See note 32 on sheet AO.0.
Item 12 - There will be no locks on the main patio entrance
gates.
• Item 13 - See note 33 on sheet AO.0.
Item 14 - See note 34 on sheet AO.0.
E. Plumbing and Mechanical
Item 1 - Plumbing plans will be submitted by DeAnza Plumbing
contractors.
Item 2 - See note on sheet AO.2.
Item 3 - See sheets A2.1 and A2.2.
Item 4 - Water heaters are electric.
Item 5 - See plans E1 and E2.
Item 6 -
Mechanical
Item 1 - See sheet A6.9.
If there are any further comments, please feel free to contact me.
Sincepoely7
Sylvia P. Kwan
Principal
•
KwanHenmi
Architecture and Planning
June 14, 1984
Building Department
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
HEM
JUN 15 1984
SLOG. INSPECTION DEPARTMENT
CITY OF CUPERTINO
Regarding: Cupertino Town Center Condominiums
Response to Plan Check Comments
A. Building Department
Item 1 - All notes and plans have been revised to 5/8" type
'x' gypsum board on walls and 1/2" type 'x' gypsum
board on ceilings for 1 hour floor and ceiling assem-
blies.
Item 2 and 3 - Plans now read 5/8" type 'x' gypsum board on
all walls.
Item 4 - Sheet A3.2: Items marked in red have been revised.
Item 5 - Sheet A4.1: Details have been done on fireplace.
See sheet A6.9.
Item 6 - Redmarks on sheets as noted:
a. AO.1 Detail and dimensions of trash enclosure
is now shown on this sheet.
b. AO.2 For clay tile roof installation specifi-
cations, see specification section 07320.
c. A1.2, A1.3, A2.1, A2.2 - see electrical drawings
for smoke detector and exhaust fan locations,
(El, E2)
d. A1.5 ICBO No. for skylight is No. 3710.
e. A3.1 See detail 7/A6.8 for detail of gateway
arch. See structural drawings for footing
details.
1550 Bryant Street
• Suite 601
San Francisco CA 94103
415/861-8866
page two
June 14, 1984
Planning Commission
f. A3.2 See sheet A1.3 for access locations to attics
at 2nd floor. See sheet A1.4 for access to
attics at mezzanine floor. Insulation and
fire ceiling assemblies have been specified.
g. A4.1 See details 7/A6.9 and 8/A6.9 for fireplace
detail.
h. Sound transmission data - see notes on sheet
A5.1.
i. A6.1 See 2/A6.1 for minimum headroom of spiral
stair.
j. A1.3 and A6.1 Stair handrails have been revised to
extend 6" minimum beyond top.and.
bottom stair risers.
k. A6.6 Double course of tile has been eliminated.
B. Planning Department
Item land 2 - See attached site/grading plan by Kirkeby and
Associates. Sheet C-1
• Item 3 and 4 - Landscape plan will be submitted on June 26th,
after ASAC review has been submitted. Irrigation
plan will be submitted 2 weeks thereafter.
Item 5., 6, and 7 - See letters and drafts by owner.
Item 8 - See plans for solar chases, sheets A2.1 and A2.2.
Item 9 - See draft CCR'S'by owner.
Item 10 - ASAC has reviewed the architectural modifications
and approved them. (meeting of May 14th)
C. Public Works Department
Kirkeby and Associates has provided tract map to the Public Works
Department.
D. Central Fire District
Item 1 - See note 29 on sheet A0.0.
Item 2 - See note 30 on sheet A0.0.
Item 3 - See note 31 on sheet A0.0.
The above items will be completed when fire sprinkler contractor
applies for permit.
•
• page three
June 14, 1984
Planning Commission
Item 4 - One hour floor/ceiling assemblies are noted on sheet
A5.1.
Item 5 - All walls are 5/8" type 'x' gypsum board. See plans.
Item 6 - See note 2 on sheets A1.3 and A1.4.
Item 7 - See sheets A3.2, A6.2, and A6.3.
Item 8 - See detail A3/6.1.
Item 9 - See sheet A1.5 and detail 2/A6.9.
Item 10 - See sheets E1 and E2.
Item 11 - See note 32 on sheet AO.0.
Item 12 - There will be no locks on the main patio entrance
gates.
Item 13 - See note 33 on sheet AO.0.
Item 14 - See note 34 on sheet AO.0.
E. Plumbing and Mechanical
Item 1 - Plumbing plans will be submitted by DeAnza Plumbing
contractors.
Item 2 - See note on sheet AO.2.
Item 3 - See sheets A2.1 and A2.2.
Item 4 - Water heaters are electric.
Item 5 - See plans E1 and E2.
Item 6 -
Mechanical
Item 1 - See sheet A6.9.
If there are any further comments, please feel free to contact me.
Since 1-y
Sylvia P. Kwan
. Principal
•
•
L�
CITY OF CUPERTINO
PLANNING AND DEVELOPMENT
BLDG DIVISION
Project
Owner
Town Center Condos
Town Center Properties
Location
Rodrigues & Torre Ave.
Occ.
Type Const.
1
Area
Stories
Occ.Load
R-1
5 1 Hr.
rc ngr.
Addre5sF.ZIA.S.
Kwan-Henmi
1550 Bryant St. 5-601,
S.F.
3
P•N�
Control #
Permit #
Flr. L.L.
Roof L.L.
Date
2779
6/6/84
0
Your plans have been reviewed by this office and other appropriate departments
and agencies and applicable comments are noted on plans and in the enclosed
documents. Please review and resubmit copies of plans together with
marked up copies.
1. Building is Type V 1 Hr. fully sprinklered with 5/8" gypboard on walls
and 1/2" type x on ceilings.
2. Sheet. al.l refers to 1/2" gypboard change.
3. Sheet A1.2 refers to 1/2." gypboard change.
4. Sheet A3.s: See notes in red.
5. Sheet A4.1: Provide larger detail of fireplace mantel following U.B.C.
Sec. 3707(h).
6. See marks on other sheets.
7. Structural comments: See enclosed letter from Technical Analysis.
Planning Dept:
See enclosed plan check list.
Public Works Dept:
See enclosed checklist.
Central Fire District:
See enclosed plan review comments.
NOTE: Initial plan check fee includes first plan check and re -check.
Any additional information required for plan check, additional
fees will be charged.
i
CITY OF CUPERTINO
PLANNING & DEVELOPMENT
Building Division Plan Check
PLUMBING & MECHANICAL
P/.
/• I/ f,5 .—
ect.:/av-L ct� C�_: _
Job Address %� ILIA
Control # _ 2 r77q
Permit # —
Date % --lFa—y`/
Inspector
•
•
TECHNICAL ANALYSIS, INC.
20395 Pacifica Dr. Suite 107, Cupertino, CA 95014 (408) 252-1020
June 5, 1984
Mr. Jim Sisk
Planning and Bldg. Dept.
City of Cupertino
10300 Torre Ave.
Cupertino, CA 95014
RE: Town Center Condos
Rodriques/Torre Ave.
TAI Job No. CU84-5-602
Dear Mr. Sisk:
XPlan Review Division
❑ Inspection Division
❑ Construction Division
❑ Engineering Division
❑ Advance Engineering Division
As per your request, we have reviewed the plans for the above referenced
plan check project and note the following items.
Plans
1. Sheets AO.1 to 7.1, provide corrections as noted on plans.
2. Sheet A1.5: provide I.C.BO. number on plan for the skylite.
3. Sheet A3.2: specify on plan all the insulations detail and specs.
4. Sheet S-1:
a. Under the general structural notes paragraph concrete add
statement to specify that owner shall provide special inspector
for concrete design to produce strength of or more than 2500 psi
in accordance with Sec. 306, 1979 U.B.C.
5. Sheet S-3:
a. The soils engineer of record shall review and sign all the foundation
plans and details to verify the design is in conformance with the
soils report recommendations.
b. Specify on the foundation plan all the foundation excavation and
installation shall be inspected by the soil engineer of record and
provide report to the city bldg. dept. for review and approval.
c. Provide corrections as noted on Detail 2/S-3, 5/S-3, 8/S-3 and
• 12/S-3.
• I
Letter to Mr. Sisk
TAI Job No. CU84-5-602
Dated: 6/5/84
Page 2.
6. Sheet S-4:
a. The 2 x 10 floor joist noted on second floor framing plan appears
to be overstressed. Provide revision.
b: The structural engineer of record shall review and sign all the
structural plans and details to verify the design is in
conformance with the structural calcs. recommendations.
7. Sheet S-5A:
a. Provide corrections as noted on the plans for the garage floor
on Sec. A8.
8. Sheet S7:
a. Provide corrections as noted on details 5/S7, 10/S7 and 13/S7.
Structural Calcs.
9. Page 3: show the RB-2 beam on plan.
• 10. Page 11: floor joist FJ-1 is overstressed.
11. Page 12, 13, and 16: these three pages cannot be checked due to the
missing of page 15.
12. Page 28: show the beam FB8 on plan.
13. Page 29: define the seismic shear coefficient of 0.133 used in the design.
Energy
14. The energy calcs. and design provided with plans are acceptable, except
they need to provide an energy statement with signature and stamp on
plans to certify the design in this set of plans and specifications,
conform with the current California Conservation Standards for residential
buildings.
Those are our findings for the above referenced plan check project.
Should you have any questions, please contact this office.
Sincerely,
TECHNI L ANALYSIS, INC.
Paul K. Tai, P.E.
PKT:mjd
a
0
CENTRAL FIRE PROTECTION DISTRICT
3071 DRIFTWOOD DRIVE
SAN JOSE, CA. 95128
SINCE 1947 408-378-4010
PLAN REVIEW COMMENTS #206
CODE/SECTION
SHEET
NO.
1
All required fire hydrant installations shall be accepted by the
Central Fire Protection District prior to issuance of any building
permits.
2
Submit plans for the automatic fire sprinkler system to this office for
approval. Note that any trash enclosures located within ten feet (10')
of a building wall or eave shall be sprinklered. Also note that the
sprinkler system design shall be based on a 3,000 square foot design
area.
3
Submit plans for the fire alarm systems. Show locations of pull sta-
tions, horns, etc., and provide approvals/specifications for all compo-
nents.
•
4
Provide Uniform Building Code/U.L. design numbers for one- (1) hour
floor/ceiling assemblies.
5
All gypsum board on walls shall be 5/8-inch Type "X" unless otherwise
approved by a.recognized testing agency.
6
All attic access doors shall be one- (1) hour labelled assemblies.
7
The one- (1) hour material on the garage ceilings shall wrap around all
structural members.
A6.1
8
Indicate how the building foundation vents that penetrate the one- (1)
hour garage construction will be protected.
9
Show details of one- (1) hour vent/duct chases for any dryer vents,
bath ventilation, H.V.A.C. ducts, kitchen hood vents, etc.
10
Provide smoke detectors at the ceilings of the mezzanine levels. Note
that all smoke detectors shall be hardwired.
11
Provide 2AlOBC fire extinguishers adjacent to all fire alarm pull
stations.
IURIS.
PLANS
SPECS
NEW
REMODEL
CONST. DESCRIP.
AS
BY
04TE(
PA OE
ertino
X
X
V 1 HR
X
Dirk Mattern
04 X8/84
1 2
OF_
TION/FLOOR
FZ
OCC
OCC.LD.
AREA per
ARCNiE NG/C ON TRACTOR NWNER
TP
R-1
14000 appx
Kwan Henmi
NAME OF FACILITY _
LOCATION
Town Center Condominiums
TORRE AVENUE
,FD G3985 - Patersons
0
9
CENTRAL FIRE PROTECTION DISTRICT
3071 DRIFTWOOD DRIVE
SAN JOSE, CA. 95128
SINCE 1947 408-378-4010
PLAN REVIEW COMMENTS 11206
C OOE/SECTION
SHEET
NO.
12
If any locks are provided on the main patio entrance gates, a key lock
box shall be provided adjacent to the gates. The lock box shall con-
tain keys to the main entrance gates. Note that an application for a
key lock box may only be obtained through this office. Allow 4 to 8
weeks for delivery.
13
Any locked vehicle access gates shall be keyed to the Central Fire Pro-
tection District's MEDECO lock system. Note that an application for a
MEDECO lock may only be obtained through this office. Allow 4 to 8
weeks for delivery.
14
The required 20-foot width of access roadways shall not be obstructed
in any manner. "NO PARKING" signs and/or appropriate notice prohibiting
obstructions are required and shall be maintained.
•
DJM:jg
JUR15.
PLANS IS
PECS
I NEW
I REM COEL
CONST. DESCRIP.
AS
BY
DATE //
PAGE
ertino
X
X
V 1 HR
X
Dirk Mattern
04�1884
2 2
GF
TION/FLOOR
F2
OCC
OCC.LO•
AREA
AgCH/E N G/C ON T R A C T O R ADW N E R
TP
Kwan Henmi
NAME OF FACILITY
LOCATION
Town Center Condominiums
TORRE AVENUE
,FD G3985 - Patersons
h
Cites of Cuperti»o
City of Cupertino 10300 Torre Avenue Cupertino, California 95014 (408) 252-4505
To: T�
From: Date: 7
Subject:
�lanning Commission Resolution No. 2469 (cont'd) 20-TM-83
Bus -Turn -Out
wCPi A bus turn -out shall be installed east of the intersection
of Torre Avenue and Stevens Creek Boulevard. The
Appropriate area shall be dedicated As part of the
required street improvements.
. Reciprdtal_Ingress/Egress
The applicant shall record A covenant agreeing to provide
reciprocal ingress/egress easements with the commercial
raperties to the east, between the subject site and
Blaney Avenue:
The configuration of the office parking lot shall be
Adjusted to link up parking areas with the adjoining
restaurant parking lot.
The reciprocal ingress/egress easements shall be ente`r6:d
into At such time in the future as the City can require
the same of the adjoining property owner.
6.
Fire_Attess_Lane
�( the emergency fire access lanes shall be recorded as fire
lane easements an the final subdivision subject to revi6
and approval of the City Engineer.
7. Solar.
e applicant shall install plumbing
individual residential unit, to
installation of future solar systems. Th
. said systems is optional.
PASSED AND .ADOPTED this 12th day of
meetinq,of the Planning Commission
State `of Cali{ornia, by the following
AYES:' Commissioner's Adams, Claudy,
NAYS: ; Commissioner koenitizer
ABSTAIN:.:, None _
ABSENT.' > None
tittESt?.,. .
•
/s/ Robert Cowan
---------------------------
Robert Cowan
Assistant Planning Director
chases, for eatk
facilitate the
e installation of.
December, 1993,
of the City
roll call vote:
at A regular
of Cupertinoi
Szabo, Chairperson Blaine
APPROVED:
/s/ Sharon Blaine
Sharon Blaine, Chairperson
Planning Commission
Cites of Cupertf»o
City of Cupertino 10300 Torre Avenue Cupertino, Colifornio 95014 (408) 252-4505
To: Building Department
Public Works
From: Sonia Binnendyk Date:
Subject:
G1 Z/1 2O f°F e`T/ES
—Te /
The above named project is participating in the City's below —market rate housing
program. Where possible, the processing of this development should be expedited.
In addition, building permit, inspection, park dedication, and similar fees should
be waived for the BMR units described below:
25 4 ,,Ig/ /,3/W khl,4 o /er Ph�ire `JivJ °e •
S/peei
e'/1191�1 ze
Please contact me if you have any questions.
I
41
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1 �1 7W. oo
4�0.� -7-7 OLDS
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