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09110158BUILDING ADDRESS: 10120 N DE ANZA B
OWNER'S NAME: ST. JOSEPH OF CUPERTINO SCHOOL
NNER'S PHONE: 4082526441
CITY OF CUPERTP.vO BUILDING PERMIT
LVD CONTRACTOR: TBD - TO BE
DETERMINED
11 LICENSED CONTRACTOR'S DECLARATION
License Class Lic.# b
z�.
Contractor) /' C Date 0
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.
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
permit is issued.
APPLICANT CERTIFICATION
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
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signatur Date
a OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
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)
construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three
declarations:
1 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.
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
permit is issued.
I certify that in the performance of the work for which this permit is issued, I shal.
not employ any person in any manner so as to become subject to the Worker's
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 mist
forthwith comply with such provisions or this permit shall be deemed revoked.
APPLICANT CERTIFICATION
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 relat ng
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
'emnify and keep harmless the City of Cupertino against liabilities, judgments,
sts, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signature ate
PERMIT NO: 09110158
DATE ISSUED: 02/19/2010
PHONE NO:
JOB DESCRIPTION: RESIDENTIAL LJ COMMERCIAL
TENANT IMPROVEMENT OF EXISTING BUILDING FOR A
PRESCHOOL & HOMEOWRK ROOM(2880SQFT)
2/16/10 SEE TEMP PERMIT #10020093 FOR SOME OF THE
Sq. Ft Floor Area: I Valuation: $298000
APN Number: 31626091.00 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
180 DAYS FROM LAST CALLED INSPECTION.
Issued by. - e- %� Date: 2 —/ � LU
RE -ROOFS:
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.
Signature of Applicant:
Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. I will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(a) should I store or handle hazardous
material. Additionally, should I use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District I
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
the Health & Safety Code, Sections 25505, 25533, a 25534.
Owner or authorized agent te: a
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed Professional
REVISION / DEFERRED
PROJECT DESCRIPTION:`) `���=gym C DATE:
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m
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WORKS
'SriM,I
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VALUATION:
CONTACT:
NOTES:
SO. FT.
PHONE: 6.1-a--Fol0-OSd z FAX: 6-20`�O
ISSUED BY. DATE: � � 7` -,/6
PERMIT #_ t l DATE
PROJECT
ADDRESS 19/2, 0 ll A n, 4
APPLICANTydaA t OWNER _� `T'. \J c
m! 1 � 1►
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PN# 31 D C % RES. (L` NO) (GARAGE)
OMM. SQ. FE (NEW) T.I. SORT. �'b RES. REMODEL
ONTACT FE CA PHONE# 2(2 Z 2 FAX
ALUATION (Cost of Project) % UU REQD. PAID
OTES: I f .f 4kxt_ei' CONSTRUCTION TAX (Y)
SCHOOL FEES (Y)
HOUSING MMG (Y)
OF THE CITY (Y)
ED
IR
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IU
)of is
As for
he
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rdous
�rict 1
'and
SUED B DATE TOTAL FEES ? 2 7
I CITY OF CUPERTINO BUILDING PERMIT I
BUILDING ADDRESS: 10120 N DE ANZA BLVD I CONTRACTOR: TBD - TO BE I PERMIT NO: 09110158 j
DETER
OWNER'S NAME: ST. JOSEPH OF CUPERTINO SCHOOL I I DATE ISSUED: 02/19/2010 1
OWNER'S PHONE: 4082526441 1 1 1PHONENO:
❑ LICENSED CONTRACTOR'S DECLARATION I
JOB DESCRIPTION: RESIDENTIAL 0 COMMERCIAL
License Class_ Lic.#
Z.,t .
Contractor A S Date d
I hereby affirm that 1 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.
1 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.
1 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
permit is issued.
APPLICANT CERTIFICATION
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
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signatur Date O
❑ OWNER -BUILDER DECLARATION
1 hereby affirm that 1 am exempt from the Contractor's License Law for one of
the following two reasons:
1, 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
construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three
declarations:
1 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.
1 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
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
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
forthwith comply with such provisions or this permit shall be deemed revoked.
APPLICANT CERTIFICATION
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
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18. , 7 — •
TENANT IMPROVEMENT OF EXISTING BUILDING FOR A
PRESCHOOL & HOMEOWRK ROOM(2880SQFT)
2/16/10 SEE TEMP PERMIT #10020093 FOR SOME OF THE
Sq. Ft Floor Area: I Valuation: $298000
APN Number: 31626091.00 1 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
180 DAYS FROM LAST CALLED INSPECTION.
Issued by: Date:
RE -ROOFS:
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.
Signature of Applicant:
Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(a) should 1 store or handle hazardous
material. Additionally, should I use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District 1
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
the Health & Safety Code, Sections 25505, 25533, AN 25534.
Owner or authorized agent te:�
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's Address
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed Professional
CITY OF CUPERTINO BUILDING P�RMIT
BUILDING ADDRESS: 10120 N DE ANZA BLVD
CONTRACTOR: SPC CQNTRACTORS, INC.
PERMIT NO: 091 10158
OWNER'S NAME: ST. JOSEPH OF CUPERTINO SCHOOL
859 SAVAKER ST
i
DATE ISSUED: 02/19/2010
OWNER'S PHONE: 4082526441
SAN JOSE, CA 95126
PHONE NO: (408) 298-5759
❑ LICENSED CONTRACTOR'S DECLARATIQN
JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIAL ❑
TENANT IMPROVEMENT OF EXISTING BUILDING FOR A
//
License Class/,--,� ic. k (O
PRESCHOOL & HOMEOWRK ROOM(2880SQFT)
Contractor > C Date G
1 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.
1 hereby affirm under penalty of perjury one of the following two declarations:
Sq. Ft Floor Area:
Valuation: 5298000
t. 1 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
APN Number: 31626091.00
Occupancy Type:
performance of the work for which this permit is issued.
2. 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
permit is issued.
PERMIT EXPIRES IF WORK IS NOT STARTED
APPLICANT CERTIFICATION
1 certify that l have read this application and state that the above information is
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
correct. 1 agree to comply with all city and county ordinances and state laws relating
180 DAYS FROM LAST CALLED INSPECTION.
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
Issued by: Date:
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply with
all non -point sour regulat p Cupe 'o Municip e, Sect' n 9.18.
RE -ROOFS:
Signature Dat 0
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 DEC&ATION
Signature of Applicant:_, Date:
I hereby affirm that 1 am exempt from the Contractor's License Law for one of
the following two reasons:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
1. 1, as owner of the property, or my employees with wages as their sole
HAZARDOUS MATERIALS DISCLOSURE
compensation, will do the work, and the structure is not intended or offered for
sale (Sec.7044, Business & Professions Code)
2. 1, as owner of the property, am exclusively contracting with licensed contractors to
I have read the hazardous materials requirements under Chapter 6.95 of the
construct the project (Sec.7044, Business & Professions Code).
California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will maintain
compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health &
I hereby affirm under penalty of perjury one of the following three declarations:
Safety Code, Section 2553�(a) should 1 store or handle hazardous material.
t. I have and will maintain a Certificate of Consent to self -insure for Worker's
Additionally, should 1 use equipment or devices which emit hazardous air
Compensation, as provided for by Section 3700 of the Labor Code, for the
contaminants as defined by the Bay Area Air Quality Management District I will
maintain compliance withl the Cupertino Municipal Code, Chapter9.12 and the
performance of the work for which this permit is issued.
Health & Safety ode, Sections 25505, 25533, and 25534.
2. 1 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
Own o u z gent: p
permit is issued.
Date:
3. 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
I hereby affirm that there is l� construction lending agency for the performance of work's
become subject to the Worker's Compensation provisions of the Labor Code, I
for which this permit is issued (Sec. 3097, Civ C.)
must forthwith comply with such provisions or this permit shall be deemed
Lender's Name
revoked.
Lender's Address
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
ARCHITECT'S DECLARATION
correct. I agree to comply with all city and county ordinances and state laws relating
I understand my plans shall !be used as public records.
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
Licensed Professional
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply with
all non -point source regulations per the Cupertino Municipal Code, Section 9.18.
Signature Date
I
CITY OF CUPERTINO BUILDING PERMIT SION 0- 'j-Z z-
BUILDING ADDRESS: 10120 N DE ANZA BLVD CONTRACTOR: SPC CONTRACTORS, INC. PERMIT NO: 09110158
OWNER'S NAME: ST. JOSEPH OF CUPERTINO SCHOOL 859 SAVAKER ST DATE ISSUED: 02119,12010
OWNER'S PHONE: 4082526441 SAN JOSE, CA 95126 PHONE NO: (408) 29&5759
❑ LICENSED CONTRACTOR'S DECLARATION
License Class Uc. # L1?? l 5 /
Contractor - PC C rj{^�YGC7,0>�Date -7 " &?A
hereby affirm that 1 am licensed under the provisions of Chapter 9
(commencing with Section 70M) of Division 3 of the Business & Professions
Code and that my license is in NO force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
1 have and will maintain a certificate ofconsent 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.
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
permit is issued.
APPLICANT CERTIFICATION
1 certify that 1 have read this application and state that the above information is
correct. 1 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
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signa►ur1��� Date �d
❑ OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
1, 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)
1, as owner of the property, am exclusively contracting with licensed contractors to
construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three
declarations:
1 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.
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
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
Compensation laws of California. If, after making this certificate of exemption, 1
become subject to the Worker's Compensation provisions of the Labor Code, I must
forthwith comply with such provisions or this permit shall be deemed revoked
APPLICANT CERTIFICATION
1 certify that I have read this application and state that the above information is
correct. 1 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
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
BUILDING PERMIT INFO: BLDG r ELECT r PLUMB r
MECH r RESIDENTIAL r COMMERCIAL r
JOB DESCRIPTION: TENANT IMPROVEMENT OF EXISTING BUILDING FOR A
PRESCHOOL & HOMEOWRK ROOM(2880SQFT)
4/23/10 REVISION NI-GLULLAM BEAMS,STRENGTHENING, ALTERNATIVE
WINDOW STRENGTHENING & ADA RESTROOM REVSION-APPROVED ON
ALTERNATE METHODS & MATERIALS PER ARNOLD & ALBERT 7/W I0.
Sq. Ft Floor Area: I Valuation: S298000
APN Number: 31626091.00 1 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
180 DAYS FROM LAST CALLED INSPECTION.
Issued by:
Date:
RE -ROOFS:
AU 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 -
Signature of Applicant:
Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
1 have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. I! will maintain
compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health &
Safety Code, Section 25532(a) should I store or handle hazardous material.
Additionally, should I use equipment or devices which emit hazardous air
contaminants as defined by the Bay Area Air Qnallty Management District I will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & afety Code, Sections 25505, 25533, and 25534.
O�rtn Date:-
CO STR TION LENDING AGENCY
1 hereby affirm that there is a construction lending agency for the performance of work's
for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Leader's Address
ARCHITECT'S DECLARATION
Signature
Date
1 understand my plans shall be used as public records.
Licensed
C9(I1�58
CITY OF CUPERTINO
TENANT IMPROVEMENT
CUPEkTINO PERMIT APPLICATION FORMC , C>T,
^ ,,
Sc,40o1
APN #
3/ to - X(O~ b� , C)
Date:
11-30--OT
Building Address: ) o i jo p ' pe: AN 7-4-
Mailing Address (if different from building address):
Tenant (If tenant please provide a letter from t building owner approving the tenant improvement.)
Building Owner ❑/ �
Are Hazardous Materials being used as p of this project? Yes No
Tenant/Building Owner's Name: k-Cux P.
Phone #:
SvL
Contractor:
Phone #:
Fax #:
Contractor License #:
Cupertino Business License #:
Contact: M
Phone #: 05a2,
v�
Fax #:
Alternate Contact:
Phone #:
Fax #:
Valuation (cost of project): ✓Z cj �' ��
Job Description (be specific):
-�N�- ►-'- P2o v�
SC K 00 c- f1 e H RV-
R.tn Lk
Tenant Improvement Includes Re -Roof: Yes ❑ No ❑ If yes, number of squares
Tenant Improvement Includes Structural Yes 2 No ❑
Type of Construction (Usage Class):
Occupancy Type:
1-A, 1-B ❑ II/III/V-A Z II/III B, IV -HT, V-B ❑
Project Size: Express Standard Large
Major
Green Building: Please complete Leed for commercial interiors
checklist & attach it to the application
or if applicable, include in plans & sheet index 00cT-
LEED Points Achieved
_ tl W —o Cl
*** For Office Use Only*** Over The Counter ❑ Revised 07/06/09
CITY OF CUPERTINO
TENANT IMPROVEMENT
FEE SCHEDULE
Quantity
Fee ID
Fee Description
Fee Group
Permit Type
IATINSP
Tenant Improvement
B
1A TI
Inspection
1 ATIPLNCK
Tenant Improvement Plan
B
Check
1BTIINSP
Tenant improvement
B
1B TI
Inspection
1BTIPLNCK
Tenant Improvement Plan
B
Check
�—�
IETIINSP
Tenant Improvement
$
1E TI
Inspection -Preschool
2 ��
1 ETIPLNCK
Tenant Improvement Plan
B
Check -Preschool
1FTIINSP
Tenant Improvement
B
1F TI
Inspection-Factory/Indust
1 FTIPLNCK
Tenant Improvement Plan
B
Check-Factory/Indust
1HTIINSP
Tenant Improvement
B
1H TI
Inspection -Hazardous
1 HTIPLNCK
Tenant Improvement Plan
B
Check -Hazardous
I ITIINSP
Tenant Improvement
B
11 TI
Inspection -Institutional
IITIPLNCK
Tenant Improvement Plan
B
Check -Institutional
1MTIINSP
Tenant Improvement
B
1M TI
Inspection -Merchandise
1 MTIPLNCK
Tenant Improvement Plan
B
Check -Merchandise
1 STIINSP
Tenant Improvement
B
1S TI
Inspection -Parking Garag
1 STIPLNCK
Tenant Improvement Plan
B
Check -Parking Garage
1 REROOFCOM
Re -Roof Commercial
B
1BCBSC
Cal Bldg Standards
B
ALL PERMIT TYPES
ICommission
Fee
1BSEISMICO
Seismic Commercial
B
1BUS LIC
Business License
B
2 of 2
�.- aElv
CITY OF
CUPEIkTINO
CITY OF CUPERTINO
REVISION/DEFERRED
PERMIT APPLICATION FORM
APN #
Date:
Original Permit #:
Oq 1 I n 158
Building Address:
1012V N, Of- WzA 1;L1r0. Gu cR-fIoo CA 61Sb1
Mailing Address (if different from building address): SAµ ,fig keoV
Owner's Name:
Phone #:
PIOC.SE of 5A,CUE
405.2521(C1441
Contractor:
Phone: 4 0 a• 2 B�, q SSA
S P C- INC,
Fax:
Contractor License #: $q IS(,q
Cupertino Business License #: 31551D p, 2/I
Contact: iOhN M(LLQ2 ArF-CiiIjEZZS
Phone: "0, q 0, OS�D2
F-DuhKI) o KAR-T I NEZ
Fax: 6 St7, 14, OSSS
Building Permit Info:
Bldg X Elect ❑ Plumb ❑ Mech ❑
Residential Commercial
Job Description: PQC-K RE-t,�&OpVL .
I 6tLkLAM STRr✓NeAJNII,�.6
2• &CTU-9,NA1 WF- W WQow STR�r1c�N11NQ
3• "A RCSIV-WM REVW&N
Is the project in the Wildland- Urban Interface Fire Area? Yes ❑ No
Type of Construction (Usage Class):
* Occupancy Type:
1-A5 1-B ❑ II/IIIN-A II/III B, IV -HT, V-B ❑
f
Valuation (cost of project):
�
Project Size: Express El Standard Z Large Major El
Green Building: Please complete relevant portion of the Green Building/LEED Checklist & attach it
to the application or if applicable, include in plan set & the sheet index.
Points Achieved:
For help, contact Build it Green at www.buflditgreen.org
Revised 01/07/09
CITY OF CUPERTINO
CITY of REVISION/DEFERRED
CUPEf�1,�IN0
PERMIT APPLICATION FORM
FEE SCHEDULE
Quantity
Sq Ft
Fee ID
Fee Description
Fee Group
Permit Type
i
113CBSC
Cal Bldg Standards Commission
Fee
B
ALL PERMIT
TYPES
1REVCOMNEW
Revision Commercial New
B
1*
1 REVCOMTI
Revision Tenant Improvement
B
1 * TI
1REVSFDWL
Revision SFDWL
B
1R3SFDW
1REVRESADD
Revision Addition
B
1R3SFDADD
1REVRESREM
Revision Remodel
B
1R3SFDREM
1DEFINSP
Deferred Submittal not R-3
Inspection
B
1DS
1DEFPLNCK
Deferred Submittal not R-3 Plan
Check
B
1DS
1DEFR3INSP
Deferred Submittal Inspection
B
1DSR3
1DEFR3PLNCK
Deferred Submittal R-3 Plan Chk
B
1DSR3
� SV -,Y�j f- -� /2 �
Cin OF
CUPERTINO
Community Development
10300 Torre Avenue
Cupertino CA 95014
Telephone (408) 777-3228
Fax (408) 777-3333
Building Department
JOB ADDRESS: 10 A -A zo-
PERMIT #
OWNER'S NAME: J �, oe Cie �Tr,u P SGFcos
PHONE #% 5z — d Q l
GENERAL CONTRACTOR -rB o
FAX #
I am not using any subcontractors:
Signature
Please check applicable subcontractors and complete the following information:
Date
60
SUBCONTRACTOR
BUSINESS NAME
BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring: Carpeting
Linoleum / Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Ornamental Sheet Metal
Painting / Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
Owner/Contractor Signature
Date
Nov 29 10 12:07p
Scott Hawley
Chemists
408-227-7737 p.1
CEIVED
NOV 8 9 2010
r;aysb� Inc-
Lyons Brothers Plumbing and Design
1020 Chestnut Street
San Jose, CA. 95110
Attention: Ray Lyons
File No. T2951-P01
Lab No. 001 - 004
August 31, 2010
C� / J 0 J C-";"
Subject: Tests on Water for Coliform Bacteria
Job Reference: St. Joseph of Cupertino School
Address: 10120 N. De Anza Boulevard, Cupertino, CAW5�014�
Aqua Chemists' Job # 14410
Date of Samples: August 30, 2010
P.O. # Verba
Samples Marked:
Sample #01— Staff Restroom Sink — Hot Water
Sample #02 — Staff Restroom Sink — Cold Water
Sample #03 — Homework Room Sink — Hot Water
Sample #04 — Homework Room Sink — Cold Water
Test: Water MMO-MUG/Total Coliform.
Test Results: Coliform absent— a-coli absent.
Conclusion: The water samples meet the Bacteriological Standard for drinking
water.
Respectfully submitted,
Paul Luu
AQUA CHEMISTS
i
CUPERTINO
OWNER -BUILDER NOTICE
COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
(408) 777-3228 • FAX (408) 777-3333 - build6o5cuBertino.org
Effective January, 1, 2009, Assembly Bill 2335 amends California Health and Safety Code,
Section 19825, regarding disclosures and verifications required for all applicants seeking Owner -
Builder construction permits. These new application requirements provide an enhanced level of
consumer awareness and protection for property owners accepting the risks associated with
Owner -Builder construction permits.
"The Legislature hereby finds and declares that there is an urgent and statewide public interest in
assuring that building contractors comply with the Contractors License Law ... and provisions of
law relating to Workers' Compensation Insurance for building construction, that property owners
are informed about, and protected from, fraudulent representations, liability for worker's injuries,
liability for material and labor costs unpaid by contractors, licensing requirements, and
employer's tax liabilities when improving their property as owner -builders" .
Important information you need to know BEFORE pulling your permit!
The term "Owner -Builder" can mean three different things:
"Owner as Worker", "Owner as Contractor" or "Owner as Employer"
Understand each has Benefits or Risk, and it is possible to combine them!
Hiring a California Licensed Contractor means you do not personally perform any of the construction work, the
permit is not taken out in your name, you are not personally responsible for the construction and you are not an
Owner -Builder. Instead, you become a "Customer" and California law provides you the benefit of protection from
poor workmanship, failure to finish the job and financial risk due to worker injury.
Benefit/Risk: Hishest Benefits and the Least amount of Risk
Owner -as -Worker is a type of Owner -Builder where you personally perform the construction work, the permit is
taken out in your name and you are personally responsible for the construction management, knowledge,
workmanship, and completion of the job. You benefit by not paying others to perform this work for you and your
risk depends on your own ability to complete the job successfully.
Benefit/Risk: 7 with Lois Financial Risk
Owner -as -Contractor is a type of Owner -Builder where you personally act as your own General Contractor, the
permit is taken out in your name and you hire California licensed sub -contractors to perform portions of the
construction work. WARNING: The benefit of protection provided by law when you hire only California licensed
sub -contractors can turn to serious financial risk if you hire unlicensed contractors to perform any of the work.
Benefit/Rlsk: :: and Siggnificant Financial Risk
Owner -as -Employer is a type of Owner -Builder where you pay any individual to perform any construction work
valued at more than $500.00, the permit is taken out in your name and you are personally responsible for their
employment requirements, supervision, performance, safety and welfare while on your property. WARNING: Cost
savings benefit can turn to serious financial risk if you fail to deduct payroll taxes or provide workers compensation
insurance for each worker.
Benefit/Risk: _:'::; ' : r : with Significant Financial Risk
Over 20,000 consumer complaints are filed each year. Many complaints relate to
owner/builder projects and include workmanship and workers' compensation issues
Homeowners suffer financial harm due to defective workmanship and injured employees.
OfwrerBuilder 2010.doc revised 06108110
Following are alarming examples of what has occurred with Owner -Builder permits:
Example 1: Homeowner received insurance money to rebuild burned -down home.
■ Owner/Builder permit pulled to rebuild structure.
■ Unlicensed contractor built substandard structure — must be torn down and replaced.
■ Estimated financial injury is $225,000.
■ Additional financial injury - IRS threatened to tax insurance payout if house not
completed by the end of the year.
Example 2: Brother-in-law had active license but filed an exemption from Workers Comp.
■ Owner -Builder hires brother-in-law to install a new roof.
■ Employee falls and sustains multiple spinal and extremity fractures as well as a head
injury and remains in a coma to this day.
■ The Owner -Builder, who has sold the home, is now a defendant in a lawsuit for
reimbursement for benefits paid to the injured worker.
Example 3: Employee of contractor without Workers Comp is hired by Owner -Builder to
install septic system and suffers injury that results in permanent disability.
■ The Owner -Builder did not have a homeowner's insurance policy on the house against
which to submit a claim.
■ The Owner -Builder is now a defendant in a lawsuit for reimbursement for benefits paid to
the injured worker.
Did you know — unlicensed persons frequently have the property owner obtain an "Owner -
Builder" building permit which erroneously implies that the property owner is providing his or
her own labor and material personally?
Did you know — your homeowner's insurance may not provide coverage for injuries
sustained on your property by an unlicensed contractor and his/her employees?
Did you know — if you are considered an "employer" under state and federal law, you must
register with the state and federal government, withhold payroll taxes, provide workers
compensation and disability insurance and contribute to unemployment compensation for
each "employee"?
Did you know — that if you fail to abide by these laws you may be subjected to serious
financial risk?
OWNERS BEWARE AND CONSIDER THE RISK BEFORE ACCEPTING FULL
RESPONSIBILITY FOR YOUR CONSTRUCTION PERMIT
Ownerftilder 2010.doc revised 04112110
john. miller architects
579 Clyde Avenue, Suite 300
Mountain View, CA 94043
June 4, 2010
Mr. Albert Salvador, P.E.
Building Official
City of Cupertino
10300Torre Avenue
Cupertino, CA 95014
Dear Albert:
Thank you once again for your vigilance in helping us find an Alternative Materials and
Methods for the non -rated roof construction at St Joseph of Cupertino School.
At our meeting in your office on Wednesday June 2, 2010, we agreed upon a fire
retardant roof coating product call Firefree SS that has a tested equivalency of 60
minutes as an acceptable alternative materials and methods. All underside of roof 2x6
framing and plywood sheathing will be exposed and coated with this intumescent
product. The rated suspended ceiling will be installed but no other rated penetration
protection will be required of the ceiling and soffit areas.
On a related matter, but not part of the application for alternative means of construction,
the exterior 4 x 4 steel column will be exposed and coated with Safecoat TFI, a fire
retardant coating for steel with up to a 2-1/2 hour rating or individually wrapped 5/8"
type X gypsum board. This will be determined when the plywood is removed. The
interior column is non-structural, as confirmed in the letter and detail provided by the
structural engineer and attached. As such, it is not required to be protected.
Please call me if you have any questions or wish to discuss the application further.
It has been a pleasure to work with you in resolving this matter.
Resp tfull�,��
Jo` m Miller, AIA, LEEP AP
John Miller Architects
Attachment Application for Approval of Alternative means of Approval
Supplementary Information
Firefree Product Literature
Safecoat TFI Product Literature
Engineer Sketch - Interior Column ,
RECEIVED .•
JUN 0 7 2a10
BY: r3 c L
0
fZ14-
ALTERNATE MATERIALS AND METHODS / MODIFICATION FORM
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
(408) 777-3228 • FAX (408) 777-3333 • building65�cupertino.org
CUPERTINO
❑ REQUEST FOR MODIFICATION OF CODE (CBC 104.10)
51 REQUEST FOR ALTERNATE MATERIAL, DESIGN OR METHOD OF CONSTRUCTION (CBC 104.11, CFC 111.2.4)
To apply for this request, complete sections 1, 2, & 3 (ink or type)
SITE 10120 North De Arita Blvd
ADDRESS
APN 316-26-097
DATE
6 -1-10
Owner t,,.,Joseph.•,ofuper,t,ino•.,.School_
V.A
........ ....
PC# :.....................................
Type:.....................................
Address ...... 1.0.12.0.... Nort.h... De ... Anna ... D.I.v.d..........................................
Permit #:.0 911015 8 .....
Stories: .......1.........................
Email..S.t:.j.oc.. per.t;.ino.@.yaho.oF?Ifawn......4O.$.-..252.-.2.441
PLN#:...................................
&kp&/Div................................
Occupancy:.E........................
Floor Area: ..2800
John Miller Architec • Architect -of -Re
Applicant... ................................................................t�............................................
Address ..... 57.9....Cl.Y.de...Ave........ #300............................................................
Job Status: Construct
Orc.Load: ..<50..................
....... Email ......... M.tr.�......V1.QW....... GP�....$.�k.0.�.3.Phone..6. .0.-.9.6.0.-.4.5.O.Q
use of Bld9:.sCktos�� ........
2
1 REQUEST: For code modifications, please state the applicable code requirement and the extent of relief desired. For alternate requests, slate the type of system
proposed and design methods. Submit plans N necessary to illustrate request. Additional sheets or data may be attached.
Alternate materials and methods equivalent to one -hour ceiling assembly by
use of intumescent white emulsion coating system for fire protection of roof
rafters and plywood sheathing in the project area. A rated ceiling
sus ension system will be installed as well. Fire retardant coating shall
be 'Firefree 88' that provides a tested one -hour rating under identical
3
JUSTIFICATION/FINDINGS OF EQUIVALENCY: For code modifications, applicant shall demonstrate that
special, Individual reasons exist that make compliance with the strict letter of the ordinance impractical and that
equivalency is provided. For alternate requests, applicant shall demonstrate suitability, strength, effectiveness, fire
resistance, durability, safety and sanitation that Isequivalent to the code for a similar use.
Code Section(s : ^
vV tl lot -
/'' ✓'
I I
Attach additional sheets if necessary.
Firefree 88 has an equivalency rating to a listed gypsum board,
2x10 wood jo
roof covering assembly (GA File No. RC 2601) and has
been tested by Rolf
Jensen Associates for an identical condition. A rated ceiling
suspension
system will prov'de additional fire protection.
Petitioner's
. ................ - ......
Signature:...... Position:AYChitect Date:.6 1�1
Reviewed
B :.................
... .....
...... . .......Datel...
�
sts
The Request is: GRANTED ❑ DENIED
I Dept. Comments: 1�
LI
CONDITIONS OF APPROVAL:
105 1�-C
U l 0
No. of Items: ............
Fee Due: $...........
Date Paid: ........... .............................
Receipt No .:...............................
Processed by:/..-....�........................
1 !,-i at ofY� L
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F'(` /�rtG� lilt 1 �V/
10 p TI F 41-10N-�_
Buildin Official:... ........ .....
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...............................Print:......................1.
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��J..............................Date:rvJ....
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Fire Marshal:........ ...
Print: ... �i..i.I!P✓.......................
Date: .... 6....�....lo.......
DEPARTMENT ACWON: ANdetermination, copies to: 1) applicant, 2) permit file
Alljorm_2010.doc revised 04106110
Attachment A
Request For Approval Of
Alternate Methods Of Design And Construction
Building Address: Saint Joseph of Cupertino School
10120 N. De Anza Blvd.
Cupertino, CA 95014
Project Pre-K and Homework Room Remodel
2,800 sq. ft. remodel to existing building areas. The total school is
13,251 sq. ft.
Existing Conditions • The building is one story with CMU classroom separation/bearing
walls, each classrooms with two means of egress directly to outside.
• The entire building, not just the project area has non -rated roof
ceiling assemblies.
• There is no new roof structure or building area being added.
-The primary structural system is heavy timber construction,
equivalent to one -hour construction bearing on CMU walls.
• Substantial new construction is already in place creating a hardship
to the School to deconstruct and replace building systems.
Code Issue: Existing building/ceiling assembly was built using Type V-B
construction as it would be classified in the 2007 California Building
Code.
Requested Request for consideration of an alternate means of construction for
Alternative Means the required 1-hour fire resistance rated roof / ceiling assembly
Of Construction though application of 2007 CBC Appendix Chapter 1, Section 104.11
Code Sections: 2007 CBC Section 711 — Horizontal Assemblies
CBC Table 601 - Fire Resistance Rating of Building Elements
Code Intent: Building construction shall be Type VA which requires 1-hour fire -
resistance roof/ceiling assembly. The fire -resistance rated roof/ceiling
assembly is required to assure containment of a fire during a fire
event and to reduce exposure to the remainder of the building and
any close adjacent buildings.
Alternate Materials and Methods:
The existing roof construction includes: tar/gravel built-up roof covering; '/2" plywood deck;
2 x 6 rafters @ 16" o.c. and 6 x 15 main glu-lam girders. We have been unable to find a
listed 1-hour fire resistive assembly where 2 x 6 roof rafters were utilized as part of the
assembly.
The proposed alternate means of construction is to provide protection to the non-
complying roof/ceiling assembly is: as follows:
1. Current void space between the 2 x 6 rafters has been filled with thermal insulation,
R-30 over the entire project area (Pre-K and Homework Room). It is proposed that all
ceiling insulation will be carefully removed, stored and reinstalled.
2. The entire 2 x 6 roof rafters and plywood sheathing will be coated with an approved
Intumescent, white emulsion coating for the one -hour fire protection of all rafters and
Sheathing. Enclosed soffits shall be opened so that all concealed wood framing will receive
a fire resistant coating in accordance with the manufacturer's written instructions.
3. The ceiling below the rafters will be a suspended fire resistance rated lay -in system
where the weight of the ceiling tiles will comply with CBC Section 711.3.1 or clips will be
provided to prevent vertical displacement
4. Current design provides a new fire alarm system that for the first time will provide
central station monitoring for the entire school for early notification of the fire department
both during school as well as after school hours.
5. Area of building remodel is separated from the remainder of the existing building by
an 8" thick grouted concrete block wall system.
6. Reinstalling insulation within the roof rafters, providing the fire -resistance rated lay -
in ceiling system and intumescent paint within the entire remodel area
does, in our opinion, provide for an equivalent means of 1-hour roof/ceiling
assembly for this building.
Attachment B — Firefree 88 product literature.
SPECODATA
PRODUCT INFORMATION
Description
FIREFREE 880 ("FF889") is a premium quality water
based, nontoxic, thin film intumescent fire retardant, fire
resistant product formulated to provide a fire retardant,
resistant barrier on a variety of interior substrates, including
gypsum board, oriented strand board and other wood
products, composite architectural panels, class A
polyurethane foam, Icynene® Style Foam, masonry,
concrete, thin gauge metals, fiberglass, as well as many other
substrates. It is suitable for residential, multifamily,
commercial and industrial projects, for both new and
reconstruction projects. Color: Standard off-white, but may
be custom tinted. FF880 is approved for interior use on
certain assemblies only and is not designed for use on
structural steel. Please refer to "FIRE SAFETY" below.
For exterior use: Please contact the company for more
information
Composition & Materials
Firefree 880 is a nontoxic; water based latex fire
retardant, fire resistant coating.
Colors
Standard off-white. May be custom tinted.
Sheen
Flat.
Limitations
FF888 is not designed for use on structural steel. FF888
is approved for interior use (for exterior use, please
contact the company). FIREFREE Coatings, Inc. has
tested its FF880 product, as a component, in various fire
resistant rated assemblies. Contact manufacturer for more
information. FIREFREE Coatings, Inc. recommends that
the application be performed by a licensed painter
experienced in performing the work on projects of similar
scope and scale. FIREFREE Coatings, Inc. will provide
proper application instructions to the licensed painter
contractor selected by the General Contractor or Owner.
Building Codes
Installation must comply with the requirements of applicable
local, state and national building codes.
FIREFREE 88"
When Time and Safety Matter
APPLICATION
Surface Preparation
All surfaces to be coated must be clean, cured, firm, dry
and free of dust, dirt, oil, wax, grease, mildew, loose
flaking paint, efflorescence or any other contamination or
condition that would adversely affect the performance of
the coating. Etch or prime (with a latex primer or fast dry
oil base primer/sealer) glossy, glazed or dense surfaces.
Always prime oil based finish coatings with an oil based
fast dry primer/sealer. Fill holes and surface irregularities
with a suitable patching compound to match surface
profile. Spot prime all patched areas with appropriate
primer. Metal surfaces must be free of rust.
Application Conditions & Procedures
Do not apply if temperature is below 50°F. All surfaces to
which FF888 have been applied should be inspected by a
third party special inspection agency, or an ICC certified
professional, or a Firefree Coatings QA/QC qualified
inspector to verify that FF880 has been properly applied
in the required uniform thickness.
Do not thin or strain FF888. Apply at can consistency.
Use of airless sprayer is recommended (use of a dedicated
spray line is required), but FF880 may be applied by
brush or roller. For brush application, a fully loaded brush
should be used. A laying on technique will reduce the
brush marking. A short nap roller can be used but this
may result in a slight textured finish.
Enamel finish coats: Apply one (1) coat of a latex primer
or fast dry oil base primer/sealer over FF88® before
applying a latex enamel or oil base enamel finish coat.
Wall covering applications: Apply one (1) coat of wall
primer over product before applying wall covering.
FF88 ® has a flat finish but may be top coated with most
paints to achieve the desired texture and finish.
For information on approved compatible primers and
finish paints, contact manufacturer. Apply additional
finish coats only after previously applied coats are
thoroughly dry. Precautions: Do not apply any materials
that have been frozen or have come into contact with
contaminants prior to use.
To the best of our knowledge, the technical data contained herein is true and accurate on the date of publication and is subject to change without prior notice.
FIREFREE 888 and HMO are registered trademarks of FIREFREE Coatings, Inc. September 2009 replaces March 2008.
Spread Rate
Application at a rate of 14 mils wet, 10 mils dry has a
theoretical spread rate of 114 sq.ft/gal per I coat. Confirm
wet film thickness with a wet film thickness gauge. Any
consideration for quantity and waste or overspray is the sole
responsibility of the end user. Waste factor will depend on
the method of application (brush, roll or spray), job site
conditions and other factors and should be based on the
applicators experience.
Thickness
During application, the wet film thickness should be checked
using a wet film thickness gauge. To use the gauge, insert the
teeth into the wet basecoat. The last tooth to be coated
indicates the thickness achieved. It is important to ensure that
the wet film applied is of sufficient thickness to give the
required dry film thickness. During the drying process,
FIREFREE 88® will shrink due to evaporation.
All surfaces to which FF880 have been applied should be
inspected by a third party special inspection agency, or an
ICC certified professional, or a Firefree Coatings QA/QC
qualified inspector to verify that FF888 has been properly
applied in the required uniform thickness.
If an independent testing agency is retained, it should
ensure that preparation of substrate is in accordance with
manufacturer's recommendations. It should randomly
obtain and test samples during application to verify that
wet film thickness of the intumescent coating complies
with manufacturer's requirements.
Dry Film Thickness
The final dry film thickness of the Firefree 888 will vary
according to specific construction assemblies. The dry film
thickness required will depend on the specific fire rating and
substrates to be protected. Please contact Firefree Coatings
Technical Service to assist in determining the appropriate dry
film thickness of the coating.
Drying
Dry time is when the surface is thoroughly dry to the touch.
Drying times are dependent upon a number of factors:
Temperature - Air movement - Humidity - Thickness of
product - Method of application. If unsure, please contact
manufacturer.
If multiple coats of FF880 are required; FF880 must be
thoroughly dry to the touch prior to the application of
additional coats. The final dry film thickness required
will vary according to specific assemblies. Please
contact FIREFREE Coatings for more information.
FIREFREE88'
When Time and Safety Matter
Recommended Equipment
Pump: Graco 5900 HD (gas) or Graco Mark V
(electric) or larger
Tip Size: Graco HDRAC (523 or larger)
Spray Gun: Graco Blue Gun (241-705)
Hose: Use min of 3/8" airless spray line as first 50'
from pump.
Packaging
5 gallon bucket, weight per bucket is 60 lbs.
Storage & Temperature
FF880 cannot be exposed to freezing temperatures. It is
important to maintain storage temperatures above the
freezing point. FF88® should be stored at recommended
temperatures between 40° to 85°. Expected shelf life is one
(1) year from the date of purchase. Product must be kept at
recommended storage conditions and in original unopened
containers.
Maintenance
Surfaces which have been coated with FF889) should be
protected from abuse and abrasion. Damaged surfaces should
be repaired and FF88® should be reapplied to the original
specified dry film thickness to maintain specific rating.
Cleanup & Safety
Wash brushes, rollers, spray guns & pumps and other
painting tools in COLD clean water promptly after painting.
Clean and remove any dried product with the use of Goof
Off. Use all products completely or dispose of properly.
Local disposal requirements vary; consult your sanitation
department or state -designated agency for more information
on disposal options.
Use only with adequate ventilation. Do not breathe spray mist
or sanding dust. Avoid contact with eyes and prolonged or
repeated contact with skin. Wear eye protection and or gloves
during application or sanding. A dust/particulate respirator
approved by NIOSH should be wom when sanding or
spraying. Close container after each use. First Aid: If you
experience difficulty breathing, leave the area to obtain fresh
air. In Case of Spill: Absorb with inert material and dispose
of as specified under "CLEANUP".
Technical Services
A staff of factory personnel offers design assistance and
technical support. For technical assistance, contact
Firefree Coatings, Inc.
To the best of our knowledge, the technical data contained herein is true and accurate on the date of publication and is subject to change without prior
notice. FIREFREE 880 and Ff88® are registered trademarks of FIREFREE Coatings, Inc. September 2009 Replaces March 2008.
WARRANTY
Warranty
FIREFREE Coatings, Inc. (FIREFREE) provides the
following limited warranty:
For a period of ten (10) years FF888 will not crack, peel, or
chip if properly applied to a properly prepared and approved
surface and if properly maintained under normal interior
conditions and not exposed to external weathering.
If FF889 fails to meet the terms set forth above, FIREFREE
will provide, at no charge, a quantity of FF888 sufficient to
repaint the surface affected. This is the exclusive remedy
for all warranty claims. In the event of a warranty claim,
the claimant must notify FIREFREE in writing of the defect
promptly following discovery and must submit proof of
purchase, including the date of purchase, and proof of the
defect, including the date of discovery. FIREFREE reserves
the right to inspect any painted surface to which the warranty
claim applies.
This warranty will be void if the surface is (a) treated by any
abrasive process or material (other than normal sanding
before application of FF889), (b) exposed to any biological
solvent or caustic chemical or agent, (c) altered or repaired,
(d) exposed to exterior weathering. The warranty will also be
void if; (i) FF888 is diluted or adulterated, (ii) mixed with
any other product, (iii) is not stored, applied, in the required
uniform thickness, and inspected in accordance with the
manufacturer's recommendations, instructions, and
specifications, or (iv) if used after one (1) year from the date
of purchase.
All surfaces to which FF880 have been applied should
be inspected by a third party special inspection agency,
or an ICC certified professional, or a Firefree Coatings
QA/QC qualified inspector to verify that FF880 has
been properly applied in the required uniform
thickness.
This warranty is made in lieu of any and all other warranties.
The manufacturer expressly disclaims any and all
warranties, express or implied, of merchantability or
fitness for any particular use. For further information,
please call 1-888-990-FF88. Refer to Material Safety Data
Sheet (MSDS) for further safety and handling information.
0
FIREFREE88'
When Time and Safety Mader
FIRE SAFETY
Fire Safety
For various reasons, including (i) the very different
circumstances that may exist from one fire to another, (ii) the
differences between conditions in an actual fire and
laboratory conditions in which testing is conducted, and (iii)
the inherent variability of fire tests, passing a laboratory test
or certifying/labeling Firefree 889 ("FF889") for use in
specific assemblies/systems does not mean that the same
application of FF889 will necessarily provide an equivalent
protection or the same result in an actual fire or in a new
laboratory test. Furthermore, FF888 is to be used only as
component of complete fire retardation systems. It will only
contribute to slowing fire spread for the area where it has
been applied and will not, by itself, prevent a fire from
starting or continuing. The amount by which FF888 retards a
particular fire will depend, among other things, on (i) the
amount of FF889 applied, (ii) the conditions of the other
elements of the assembly incorporating FF888, and (iii) the
conditions of the actual fire itself. FF888 will not make a fire
any less dangerous to persons or property. FIREFREE
cannot guarantee that loss or injury will not be suffered by
persons or property. It is the sole responsibility of the
applicator to ensure that FF889 has been applied in
accordance with the application directions. It is the
responsibility of the occupier to ensure the paint is not
cracked, chipped or peeling.
About the Company
FIREFREE Coatings, Inc is a privately owned company
based in California. FF888 has been tested and listed by
Factory Mutual; a division of FM Global and tested a
certified third parry IAS fire testing laboratories.
580 Irwin Street, Suite 1
San Rafael, CA 94901
Toll (888) 990-3388
Phone (415) 459-6488
Fax (415)459-6055
Email: info(Uiirefree.com
Website: www.firefree.com
%I
FIREFREE Coedg%Inc
To the best of our knowledge, the technical data contained herein is true and accurate on the date of publication and is subject to change without prior
notice. FIREFREE 888 and FIN(& are registered trademarks of FIREFREE Coatings, Inc. September 2009 Replaces March 2008.
101
Sefeggail TFl Structural
Steel Protection
PRODUCT DESCRIPTION
SafeCoat TFI is a single component latex, intumescent
fire retardant coating ideally suited for exposed Interior
structural steel where 2-1/2 hour fire resistance rating
is required. It is ideal for interior steel columns, tubes,
trusses and other exposed structural members. It limits
thermal penetration by expanding to many times the
original dry film thickness when exposed to heat. This
expanded material forms a char which insulates the
substrate against heat, and reduces available oxygen
to the surface. It provides a 2-1/2 hour fire rating as
tested under ASTM E-119-07A "Floor/Ceiling", NFPA
251 "Small Scale Test" and CAN 4-S101, "No Load".
USES
• imparts a 2-1/2 hour fire rating to exposed steel
structural members including columns, trusses and
tubes.
• provides an aesthetic, thin, decorative finish to
comply with architectural designs.
• can be applied as a mandatory upgrade to assist
owners and property managers to meet the latest
fire and building code requirements. It may also be
applied as a voluntary upgrade to lower fire risks.
ULC Listing is pending subject to standardization of
the manufacturing process regarding viscosity and
application after sufficient field testing.
FEATURES
Is non -toxic. It contains no asbestos or halogens.
is fire-resistant. It will not bum in liquid or solid
state. Under fire conditions, it forms a char,
preventing the spread of flames, and slowing the
penetration of heat through the substrate (Fire
Endurance).
has excellent ahesion and durability when
applied to metal. (Suitable primer required.)
is easy to use but will need to be built up to proper
thickness, typically over 4 applications.
TECHNICAL DATA and PROPERTIES
Coating Type Latex
Finish
White, flat finish
Color
Standard: White
(Can be overcoated to achieve
desired colour.)
Specific Gravity
11.77 Ibs/US Gallon or 1.41g/mL
Solids by Weight
69%
Solids by Volume
57%
VOC
9.375 g/I 0.078 Ibs/USG
Dry Time
Touch: 30 min. to 1 hour (varies
with temperature and humidity)
Recoat: 1 to 2 hours
Full cure: 48 hours
Film Thickness
2-1/2-Hour Rating
Dry: 60 mils
Coverage
16 ft.I/Gal.
Flash Point
No Flash
Storage Limits
Keep from freezing (above 50° F
recommended)
Shelf Life
24 months
Packaging
Available in one, five and fifty-five
US gallon quantities
1-7
INSTRUCTIONS FOR USE
Surface Preparation:
All surface preparation should be carried out in accord-
ance with good painting practices. Remove all loose,
peeling or powdery paint from the surface. All dirt,
grease, oil, wax and other foreign material must
be removed with a suitable cleaner and allowed to
thoroughly dry.
ARplication:
SafeCoat TFI Coating can be best applied with an
airless spray. Airless equipment is most desirable. Use
Graco TexSpray Model Mark V or similar units. Use a
17-21 thousand aperture with a 12" fan. SafeCoat TFI
Coating Is a heavier body paint requiring reliable and
consistent pumping equipment to achieve optimal
results. Apply uniformly to entire surface. If thinning is
required use clean water only and do not exceed 200
mL per gallon. Surface and ambient temperature must
be maintained at greater than 50' F (10° C) during
application and must remain so for at least 48 hours
following the application. SafeCoat TFI Coating is
intended for interior use only. If the coated substrate
will be subject to repeated washing or prolonged
contact with moisture a finish coat of PRECIDIUM
Aqua 90A or suitable latex paint is recommended.
More than one additional finishing coat may adversely I
affect the flame spread rating and smoke developed
classification. Before applying any finishing coat
consult the manufacturer or their representative. A wet
film thickness gauge can be used at the start of the
application to check that sufficient SafeCoat TFI
Coating has been applied. At an application rate of 16
sq. ft. per gallon or wet film thickness should be 100
mils and will yield a dry film thickness of 60 mils.
Clean UR:
All application tools can be easily cleaned with water.
If product has dried on, use hot soapy water to soften
and remove it.
Precautions:
SafeCoat TFI Coating is not "WHMIS" regulated nor is
it subject to the "Transportation of Dangerous Goods
Act and Regulations". See MSDS for detailed
precautions.
DO NOT FREEZE.
TEST RESULTS
FIRE RESISTANCE RATING
Testing was conducted In accordance with ASTM
E-119-07A "Floor/Ceiling, NFPA 251, "Small Scale Test"
and CAN4-S101 by Guardian Fire Testing Laboratories
Inc. of Buffalo, NY. Following is a summary of the
results of those tests.
Test System Hour Rating Material Thickness
Steel I -Beam 2-1/2 60 mils dry
W 10x31
GUARANTEEMARRANTY
Recommendations for the use of our products are
based on tests carried out at government approved
labs. Manufacturer and seller are not responsible for
results where the product is used under conditions
beyond our control. Under no circumstances will
Magna Coatings Technology Inc be liable for
consequential damages to anyone in excess of
the purchase price of the product or services.
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Larry Squarcia
Cupertino City Hall O
Building Department Di z0 tj .
10300 Torre Avenue
Cupertino, CA 95014-3202 Z • - o °1 J j O/ S
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Mr. Squarcia,
I am writing this letter per your request to address an issue, which arose during construction
at Saint Joseph of Cupertino Restroom and Rectory Ramp Modernization. The question
was brought up by the contractor while laying out the stair to the lowest level. This "alley"
is a small walkway existing between the Rectory Offices and the Gymnasium. The Parish
Priest told me that on occasion the students at the school sometimes use this alley to get to
the church. This is not the recommended accessible path of travel since the existing paving
is uneven and there is equipment and other oddly stored items placed in this space. Please
refer to the attached site plan showing the accessible path of travel from the school to the
church. The recommended accessible path of travel route is equivalent in distance to the
alternate route, which is currently under construction. With this in mind, we are providing
an accessible stair with a 5-foot level landing. After the landing the paving will be sloped to
the existing grades. We cannot make this alternate path accessible and hope we have
shown that the recommended path of travel is more than adequate to fulfill accessibility
requirements.
Please let me know if you have any questions.
Tanya Guerrera, AIA
Architect
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DATE 03/09/2010
5CALE
DRAWN Kp5
JOSS #154
5MEET
S K-3
SUBMITTAL
40
dohn milli r archiiects #2 kd 0
579 Clydc Avenue. Suir., 300
Mountain View, CA 94043
January 8, 2010
Response to 12-16-09 Plan Check Comments
St. Joseph Cupertino School
St Joseph Cupertino School
10120 N. De Anza Blvd
Cupertino, CA 95014
Permit #: 09110158 - ST JOSEPH OF CUPERTINO
Type: 1E TI
Parcel I.D.: 3162 6091.00
Architectural Reviewer: Arnold
Planning Reviewer: Tracy
Fire Dept. Reviewer: Gilery O'Brien
Sanitary District Reviewer: Nichol Bowersox
Additional Changes
a. I Glazing added to doors 01 1 a and 014a.
No,
2.
Response
Architectural
Note added showing width of crosswalk striping. Legend
added showing Accessible Path as per 113313.7
Occupant load has been added. Panic hardware has been
added to Door Hardware for doors 02a and 02b. Panic
hardware is already shown for door 011 a.
r�i- w 3. Section through sink cabinet added showing knee space
requirements and insulated pipes per 1117B.9.
` 4. Mechanical comment.
l�U-S
A3.1
Location of
Response
7 / LS7.1
A2.1
A3.1
F/A5.1
1 of 3
14.
15.
16.
�-
17.
18.
19.
20.
`
21.
-!
22.
23.
24.
25.
Tactile exit signs added at doors 02a, 02b, 01 la and 014a.
Seismic restraint for ceiling fan
Tactile exit signs added at door 014a.
Mechanical comment.
Occupant load has been added. Panic hardware is already
shown for door 014a.
Seismic restraint for pendant light
Roof Plan has been added to A2.2
See response to items 2 and 9 regarding panic hardware.
Detail for rated soffit has been shown on section.
References for fire rated construction has been added to
detail.
Dimensions have been corrected on cabinet sections.
Dimension of desk has been changed to 3'-0" width for
accessible counter.
Detail reference to sink cabinet section have been added to
Interior Elevations.
1-hr Rated suspended ceiling detail. 1 �) c►�7(S
ElectricalGhf
MEP drawings have been wet -signed on resubmittal.
Structural drawings have been wet -signed on resubmittal.
Detail has been revised to show a wood frame ceiling.
Special inspections form.
Structural calcs
Structural calcs
Structural calcs
A2.5
A2.2
A2.2
3 / A2.2
A3.1
4/A4.1
8 / A8.1
A5.1
A5.2
E/A5.1
A5.1
A5.2
3 / A8.1
n%�,
4 / E4.0
2of3
Fire Department Review Comments
1. Fire Alarm design / build is a deferred submittal.
2. See Door Schedule, note #2 for information regarding egress
doors.
3
4
5.
6.
7.
8.
San
1.
2.
3.
4.
Fire extinguishers have been placed adjacent to doors 02a,
O l la and 014a. This allows all portions of the building to be
with 75'-0" of a fire extinguisher. Note has been added
specifying the minimum size of fire extinguisher.
Finish Floor Plan Note #1 has been added stating that
"Interior wall and ceiling finish shall comply with Chapter
8."
Tactile exit signs have been added.
Automatic shut-off. Mechanical
The photovoltaic system in use at the school has already
been installed. We are only modifying the location of the
panels to accommodate the new construction.
The proposed project is not visible from the street. The
school has approved numbers and addresses in place on all
existing buildings that are visible and legible from the street.
iitary District Review Comment Response
Mechanical
Mechanical
Mechanical
Mechanical
Respectfully submitted.
�SQ
JoPer,chitect
A2.1
A2.2
A2.5
A2.5
3of3
BAIRD STRUCTURAL DESIGN, INC 79608 Soquel Drive i240
Aptos, CA 95003
Email: kpbengineerOyahoo.com Ph: 831.661.0564
0 Fx:888.785.2822
January 22, 2010
John Miller Architects
579 Clyde Avenue, Ste 300
Mountain View, CA 94043
RE: St Joseph of Cupertino Pre-K Classroom addition/remodel
Mr. Martinez:
Please see the following responses to plan check comments:
20. Revised plans have been stamped by engineer of record.
22. Special inspection form provided for testing of existing masonry walls.
23. Calculations have been revised, see pages 14 to 28.
24. Calculations have been revised, see pages 14 to 28.
25. Calculations have been revised, note that there is 14ft of shear wall. See revised
sheet S2, and calculation pages 14 to 28.
Feel free to call should you have any questions.
Sincerely,
Kevin Baird, PE
Excel Engineers
825Orange Ave., Sunnyvale, CA 94087
Phone(408)230-9164 Fax(408)749-9989
Cupertino Sanitary District Plan Check Response for St. Joseph School Project
MECHANICAL AND PLUMBING
Item 1, General note #1 added on P1.0 to reas as "FIELD LOCATE (E) PROPERTY LINE
CLEANOUT AND RAISE IT TO GRADE. CHANGE ORDER WILL BE ISSUED IF (N) PROPERTY
LINE CLEANOUT IS REQUIRED".
Item 2, General note #2 added on P1.0 to reas as "PROVIDE CLOSED-CIRCUIT VIDEO OF
EXISTING/NEW PROPERTY LINE CLEANOUT, POINT OF CONNECTION AND DISTRICT
LATERAL PRIOR TO FINAL INSPECTION".
Item 3, General note #3 added on P1.0 to reas as "FIELD LOCATE (E) BACKFLOW PREVENTER.
CHANGE ORDER WILL BE ISSUED IF (N) BACKFLOW PREVENTER IS REQUIRED".
Item 4, The owner's water account is #1575633333.
QPo�Ess/o\
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ti
ILI No.31
*S'T �FCHAN�G OQ
9r� of CP�-`�
December 22, 2009
City of Cupertino — Building Department
Building Permit Plan Check Comments
Building Permit No.: 09110158 — St. Joseph of Cupertino School
Project Address: 10120 N. De Anza Blvd, Cupertino
Electrical Plan Check Responses
Item
Sheet
Electrical Plan Review Comments/Responses
18
E3.0
Comment: Clarify note 17. Note 17 not found.
Response: Note 17 added to sheet E3.0.
19
All
Comment: MEP's (mech , elec, plumbing) drawings were not
wet signed. Provide signatures on plans.
Response: Electrical drawings wet signed for this submittal.
21
E4.0
Comment: Detail 4: Revise detail, as timber framed roof is
provided.
Response: New detail added to sheet E4.0 addressing pendant
li ht tin/restraint.
John miller architecls SUBMIT AL
S79 Clyde Avenuc Suite 300
MOUrICaln View. C� 94043 JHI� �
0 W
It January 22, 2010
City Of Cupertino
Building Department
10300 Torre Avenue
Cupertino, Ca 95014
Ref. St Joseph Of Cupertino Pre-K Remodel
10120 North De Anza Blvd. Cupertino, CA 95014
Plan Check Resubmittal
Permit Number: 09110158
Parcel Number: 31626091.00
Dear Building Department:
Please find attached the Plan Check Resubmittal package for the subject project. This
Resubmittal includes:
• Written plan check responses from the architect, structural engineer, mechanical engineer
and electrical engineer attached to each set of drawings.
• 4 stamped and signed sets of the construction documents with all revisions made since
the original plan check submittal clouded.
• 1 set of revised structural calculations and special inspections form.
• I set of addenda I - 4 issued during the bid period. The items that reflect change of scope
are clouded and referenced in the revision box. There are only a few items that have been
revised that reflect building code issues. Notably, these are the handicap ramp at the
curb, the fire alarm system, combustion air at the furnaces and water heater and the
transfer grills at the restrooms. All other revisions reflect coordination and clarification
issues.
Please call if you have any questions.
Since y
� v
Eduardo Martinez, n
John Miller Architects
650-960-0502
John miller architects
pq579 Clyde Avenue, Swtc 300
t, r1� Mounicaln View, CA 94043
12/8/09
Addendum #1
ST JOSEPH OF CUPERTINO SCHOOL — PRE -KINDERGARTEN
Notice to all Bidders Addendum No. 1 — Clarification
Subject: Schedule of work not specifically shown or called out in the Contract
Documents
Description: Certain work is identified as:
Not Included in Contract (NIC)
Design / Build
Owner Furnished Contractor Installed (OFCI)
Installed by Owner's Contractor
Following is a schedule of this work:
Item: Description: Provided by:
Asbestos Removal of vinyl asbestos tile By Owner's Contractor
removal
Fire Alarm Design -Build process By Contractor
System Design, Construction documents,
Fees, Permits, Installation
Kitchen O.F.C.I Owner furnishes kitchen appliances,
Appliances Cooktop, Oven, Disposal, Contractor installs
Microwave, Range Hood
Bells, Clocks, Contractor to coordinate P.O. C. By Owner's Contractor
PA, Cable, w/ Owner
Internet
Relocation of Contractor to coordinate P.O.C. By Owner's Contractor
solar panels w/ Owner
Please acknowledge receipt of Addendum No. 1 on the Bid Form
Issued by:
John Miller, AIA
John Miller Architects
St. Joseph of Cupertino — Pre K 1 of 1
Project # 154
12/ 1 1 /09
Sohn miller archiAia
579 Clyde avc,. Fa'30030Q
mountain view. ca 94043
Addendum #2
ST JOSEPH OF CUPERTINO SCHOOL - PRE -KINDERGARTEN
Notice to all Bidders Addedum No. 2 - Clarification
Subject: Revisions to the Specification
The items listed below shall become part of the Contract Documents
#
Sheet/Spec
Item
Section
1. Specification
Delete:
04 22 00
1.06 A.
Concrete
Masonry Units
-
Delete Part 2 - Products and insert:
"PART 2 - PRODUCTS
2.01 MASONRY UNIT MATERIALS/MANUFACTURER
A. Concrete Masonry Units shall be manufactured by
Calstone, Inc. Contact information: 1155 Aster Ave,
Sunnyvale, CA 94086, 408-984-8800.
B. Concrete Masonry Units:
1. ASTM C90.
2. Sizes and Shapes: 24" wide x 8" high x 8"
deep to match existing and as indicated here
or on drawings.
3. Color of masonry units: To match existing.
4. Texture of masonry units: To match existing.
5. Strength of masonry units: See structural
drawings.
6. Unit weight (pcf) of masonry units: As
indicated here or on drawings.
7. Integral Water Repellent: As indicated here or
on drawings.
C. Concrete block units shall have a tight, smooth face
and be mold and moisture resistant,
D. Color selection, including custom colors shall be
selected by the Architect.
St. Joseph of Cupertino — Pre K I of 5
Project # 154
2.
Specification
06 40 00
Architectural
Woodwork
12/11/09
E. CMU shall be recycled units suited for interior and
exterior applications. The structural integrity of the unit
shall result in a one-step, single trade installation
process.
F. Field Constructed Mock-ups: Construct a sample
panel, no less than 4' x 4', of units of each color and
size to be used in the project.
2.02 CONCRETE GROUT
A. Use 2,500 psi concrete grout with 50% fly ash content.
2.03 MASONRY CLEANERS
A. Use Burnished Custom Masonry Cleaner by
PROSOCO carefully following manufacturer's
instructions (dilute 1 part to 3 parts clean water). Do
not powerwash.
CAUTION! Never use Muriatic Acid solution or any
cleaner with an acid base on units."
Insert:
3.02 MASONRY ERECTION
A. Bonding:
1. Bond pattern shall be Stack Bond to match existing.
Insert:
2.01 BASIC MATERIALS AND FABRICATION METHODS
A. Base Cabinet and Upper Cabinet Materials: Birch or
Maple veneer ply with 1/2" edge banding of solid wood.
B. Plastic Laminate: Comply with NEMA LD-3 for type,
thickness, color, pattern, and finish as indicated for
each application, or if not indicated, as selected by
Owner's Representative from manufacturer's standard
products. Plastic laminate to be over plywood. Use of
particleboard is prohibited.
Insert:
2.05 COUNTERTOPS (Kitchen)
A. High pressure laminate with integral 4" backsplash and
full bull nose edge.
St. Joseph of Cupertino — Pre K
Project # 154
2 of
12/ 1 1 /09
3. Specification
Insert:
0721 00
1.01
DESCRIPTION
Insulation
A. Furnish and install thermal insulation at the underside
of all roof areas, wall insulation at the Homework
Room, and acoustical insulation at the new wood
frame walls at the Office and Restrooms.
4. Specification
Insert:
07 90 00
1.02
QUALITY ASSURANCES
Joint Sealants
A. Maintain complete manufacturer's installation
directions for all products at the job site throughout
installation.
5. Specification
2.04
FABRICATED COMPONENTS
08 40 00
Aluminum
C.
1. Manufacture: Kawneer in lieu of Blomberg
Storefront
5
0851 13
Aluminum
Windows
6. Specification
0871 00
Hardware
8. Specification
09 65 00
Linoleum
Flooring
Insert:
2.01 APPROVED MANUFACTURERS:
A. Aluminum window units
1. Kawneer AA3350 Isoport series windows.
2.04 HARDWARE REQUIREMENTS
No substitutions will be permitted.
Insert:
2.01 RESLIENT TILE (at Music/Homework Room)
C. Acceptable Manufacturers: Armstrong Standard
Excelon
D. See Finish Floor Plan for pattern and colors. Allow for
five colors.
Insert:
2.04 LINOLEUM TILE FLOORING
A. Manufacturer: Forbo Linoleum, Inc., 'Marmoleum Dual'
series.
B. 5. See Finish Floor Plan for pattern and colors. Allow for
five colors.
St. Joseph of Cupertino — Pre K
Project # 154
3 of 5
12/11/09
2.05 PRODUCT SUBSTITUTIONS
A. No substitutions
Delete:
3:09 SCHEDULES AND PRODUCT CRITERIA FORMS
9. Specification 09 Insert:
6800 2.02 ACCEPTABLE MANUFACTURERS:
Carpet
A. J&J Commercial Windfall Broadloom carpet. See Finish
Floor Plan for color
10. Specification Insert:
09 90 00 1:05 COLOR AND SAMPLES
Painting C. As many as six different interior colors are required.
See Finish Floor Plan for color, manufacturer and
location of paint finishes.
Insert:
2.01 MATERIALS: PAINT
B. Insert "Benjamin Moore" in lieu of "ICF Dulux".
11. Specification Insert:
11 41 00 1.01 DESCRIPTION
Kitchen B. The Owner will supply all appliances which are to be
Appliances installed by the Contractor. The term "install' shall
mean uncrated, set -in -place, leveled and ready for
plumbing and electric connection as specified in other
Sections or on the drawings.
Insert:
1.04 MEASUREMENTS
A. Verify all measurements on the premises. Verify
dimensions of appliances supplied by the Owner and
be responsible for the proper fit and location. Where
needed dimensions cannot be secured when required,
the matter shall be referred to the Architect. All
measurements taken on the premises shall take into
consideration the work of others and shall provide all
necessary clearances to complete this work in
connection with the work of others.
St. Joseph of Cupertino — Pre K 4 of 5
Project # 154
12/ 1 1 /09
Insert:
2.01 KITCHEN EQUIPMENT SCHEDULE
Kitchenette:
Cooktop: G.E. 30" Built -In CleanDesign Electric Cooktop,
Model JP346, Black
Microwave: G.E. Spacemaker II, Model JEM25DM with Under
Cabinet Mounting Kit, Black
Built -In Oven: Frigadaire 24" Gas Oven, Model JRS068J, Black
Garbage Disposal: G.E. 3/4hp, Super Capacity Continuous Feed
Disposal: Model No. GFC720V.
Range Hood: G.E.30" Delux Range Hood, Model JV347H, Black
Please acknowledge receipt of Addendum No. 2 on the Bid Form
Issued by:
John Miller, AIA
John Miller Architects
END OF ADDENDA
St. Joseph of Cupertino — Pre K 5 of 5
Project # 154
1115 09
j�r!!II III11Ir•I .Its IIII� �'1
I
Addendum #3
ST JOSEPH OF CU"PFR`1'INO SCHOOL --- PRE-KINDI',RGARTEN
Notice to all Bidders Addendum No. 3 - Revisions and Clarilications
Subject: Revisions and Clarifications to Contract Documents
Following is a schedule of this work:
# Sheet/Spec
Item
j Section
1. A2.1
I Note a possible conflict between (n) door opening 07a and
(e) conduit in wall for PA to the West of the new opening.
V.I.F. Existing conduit to remain. Existing PA to be
removed and a junction box added. New speaker to be
furnished and installed by Owner on the face of the (n)
soffit. Patch CMU wall w/ grout where (e) speaker
removed. Paint finish.
2. A3.1
Pair of Doors 011 a and 014a: Furnish and install 8" x 24"
I glass lites in each door. See Specifications Section
08 21 00 for reference standards.
3. A2.5 Finish Schedule
Room 09: (e) Gludam beams to receive P-1 E paint finish.
4. A2.5 I Toilet partitions in Rooms 010 and 012 are shown as:
TP-1 Toilet Partition
General Partitions Solid Phenolic Core
P308-CA Cornsilk Angora
5. EQ.1 Fixture Schedule, Type G, Ceiling fan:
Big A-- Isis Ceiling Fan, 8' diameter, finish to be selected
by -the Architect.
St. Joseph of Cupertino — Pre K I of 4
Project 154
12/15A 9
6. M 2.1
1. Change exhaust fan EF-1 serving Staff Toilet from
"COITROLLED BY WALL SWITCH" to "CONTROLLED
BY TIMER".
2. Delete undercut door notes for Staff Toilet, Boy's Toilet
and Girl's Toilet.
3. Add transfer grille and duct for Staff Toilet. Locate (1)
grille in Staff Toilet and (1) grille in Room 4. Run transfer
duct over the door of Staff Toilet. Transfer grille shall be
"TITUS" 50F and 50E-NT 14x14. Provide full size transfer
duct.
4. Add transfer grille and duct for Boy's Toilet and
Girl's Toilet. Locate (1) grille in Restroom ceiling and (1)
grille at bottom of soffit in Pre-K for each restroom.
Transfer grille shall be "TITUS" 50F 14x14. Provide full
size transfer duct.
7. Scope of Low-' The Contractor shall furnish and install all low voltage
Voltage Work conduit, and extension rings as described below. Owner
shall furnish and install the low voltage wiring, jacks and
speakers. See Specifications Section 26 05 33 for conduits
and fittings. Include low voltage conduit and fittings in
Base Bid.
• Furnish and install two conduit runs, one from the Storage
Room ceiling through the west soffit, terminating in the
ceiling space of the Music/Homework Room. Furnish and
install the second conduit from the ceiling of the Storage
Room through the South soffit to the East soffit, terminating
10-12' from the Girls Restroom, terminating at the
communications outlet in the soffit. Do not terminate
conduit in front of a window.
• The Owner shall furnish and install the communications
equipment in the Storage Room adjacent to the Lighting
Control Panel. See below.
8. Not Used
9. Not Used
10. Not Used
St. Joseph or Cupertino — Pre K 2 or4
Project 4 154
13. E3.0
14. E3.0
15. E3.0
16. E3.0
I2, 15iO9
j Time of Construction from February 1, 2010 to May 15,
2010 (105 days)
Add:
Sheet note number "4" at column lines "2" and "B" and
pointing to the receptacle denoted by circuit 18.
Revised:
In Storage room 07, change sheet note "6" to number 10".
Revised:
At column lines "2" and A.1, the 1" min. signal conduit (as
noted by Sheet note number "14") shall extend beyond
soffit area and into accessible ceiling space of Room 09.
i Add:
Additional 1" min. signal conduits shall be added from the
South drop ceiling area and extending to the Television
outlet (Sheet note number "T) and another extending from
the south drop ceiling to the north area to reach Room 014.
Revised:
Move Storage room 07 receptacle denoted by circuit no.
16" on west wall to south wall of same room.
Add:
Sheet note number "17", "Power connection for gas oven
controls. Coordinate requirements with oven installer".
17. E3.0 Add:
In storage room 07, receptacle added above area of LCP
for network equipment. New receptacle indicated by new
Sheet note number 18".
Add:
Sheet note number "18", "Provide (N) receptacle above
LCP for network equipment. Coordinate exact location with
network installer".
St. Joseph of Cupertino - Pre K 3 of 4
Project 4 154
12/ 15/09
Time and Place of Bid remain unchanged
Time of Construction has been modified. See above.
Please acknowledge receipt of Addendum No. 3 on the Bid Form
Issued by:
John Miller, AIA
John Miller Architects
St. Joseph of Cupertino -- Pre K 4 of 4
Project "; 154
- John miller architects
579 Clyde Avenue Sulu 300
M6L!ntain Vic,,-' CA 94043
1 /4/ 10
Addendum #4
ST JOSEPH OF CUPERTINO SCHOOL — PRE -KINDERGARTEN
Notice to all Bidders Addendum No. 4 — Revisions and Clarifications
Subject: Documentation of CIarifications and Revisions issued since Addendum #3
Additional Clarifications and Revisions issued herein
Following is a schedule of this work:
# Sheet/Spec Item
Section/
Reference
1. Clarification Fire Alarm System:
12/16/09 Information regarding contact information for existing fire
alarm. Delete Clarification response. Information has been
revised. See Clarification 12/29/09 below.
2. Clarification Wood Doors and Frames:
12/22/09 Frames and door trim shall be select Douglas fir, painted.
Storefront Doors & Frames -
Delete response. Information has been revised. See
below.
Fire Alarm System:
Furnish and install a fire alarm system serving the Pre -
Kindergarten and Music/Homework Room. This
Clarification has been supplemented by additional
information. See below.
Plan Check Comments:
Architectural responses to the City of Cupertino Plan Check
Comments were attached. Engineering comments were
subsequently sent. See below.
St. Joseph of Cupertino — Pre K 1 of 4
Project # 154
1 /4/ 10
3. Clarification
12/23/09
Storefront Doors and Frames:
Vista Wall entrance doors and frames equal to Kawneer
products specified in Section 08 40 00are acceptable.
Vista Wall frame details shall match details shown on
Drawing A 7.1.
4. Clarification Electrical Plan check Comments:
12/23/09 The Electrical Engineer's responses to the City of
Cupertino's Plan Check comments were attached.
5. Clarification
12/28/09
6. Clarification
12/29/09
Fire Alarm System:
• Furnish and install a stand alone Fire Alarm System to
serve the project area.
• The Fire Alarm Panel shall be located in Storage Room
07 adjacent to the LCP.
• The existing telephone line connection to the Fire
Department for the adjacent Residence fire alarm shall
be utilized for the project.
• Upgrades to the existing fire alarm shall not be included
in the Bid.
• The cost of the Fire Alarm System for -the Pre -
Kindergarten spaces and the Music/Homework Room
shall be included in the Base Bid.
• The Contractor shall provide the Fire Alarm System on a
Design -Build Basis, including all City of Cupertino
approvals.
• Permit fees shall be reimbursed by the Owner at cost.
Clarification 12/16/09 still applies.
City of Cupertino Plan Check Comments:
• The City's Plan Check comments were attached to this
Clarification.
Water District Requirements:
• The Water District is asking for compliance with their
standards for a property line cleanout and a back flow
device mounted at the proper elevation. These items
must be verified in the field and will be addressed as a
change order after the close of bids, if work is required.
• The requirement of a video of the sewer line should be
included in your bid.
St. Joseph of Cupertino — Pre K 2 of 4
Project # 154
1 /4/ l 0
Fire Department Requirements:
The Fire Marshal's requirements for a fire alarm submittal
are in accordance with the Clarification issued 12/28/09.
Maximum occupancy or evacuation signage have not been
required by the Fire Department.
NEW RESPONSES AND REVISIONS
7.
Mechanical
Mechanical Plan Check Comments are attached. See Item
Plan Check
6 above for clarification of Water District requirements and
Comments
how they will be addressed.
8.
Detail 13/S4
Saw cutting of Existing Slab:
Detail 13/S4 clearly shows the condition at the depressed
slab and the location of the saw cut line.
Sheet S6
Columns are read from right to left. Note 21 is continued
General
from the column to the right of it.
Notes
9.
Detail 3 & 4
Slope to Drain at Restrooms:
A8.2
Follow Detail 3-4/A8.2 mortar bed float.
Use 2 x 6 stud wall framing at exterior walls and all interior
10. Detail E
A2.2
walls, unless noted otherwise.
11.
Detail 1/A7.1
Both plate details are correct and occur at differing
Vs.
conditions.
Detail 5/S4
12.
Detail 9/A7.1
Existing Post vs. New Post at Column Line A-1:
Vs.
There is a new footing with a raised curb required at this
Detail 5/S4
location. We shall allow, at the Contractor's option, either
means of construction.
13.
Drawing
Door 02 Hardware Schedule:
A3.1
Delete thumb turn deadbolt. Delete push and pull bars.
Entrance
Furnish and install two exit devices, Von Duprin 3547 with
Doors
concealed vertical rod device. Series 370L Standard Trim.
Schlage D cylinder, master key as directed by the Owner.
Stainless steel finish.
14.
Drawing
Door 011 a — Replace existing pairs of doors and frame and
A 3.1 —
hardware. See also Hardware Group 7.
St. Joseph of Cupertino — Pre K 3 of 4
Project # 154
15. Detail 5/S5 Wall Framina:
Detail 5/S5 applies to the new wall condition.
• 16. Structural Structural Plan Check Responses are attached.
Plan Check
Responses
17. Not Used.
Please respond if any of the clarifications referenced were not received.
• Time and Place of Bid remain unchanged
• Time of Construction remains 105 days per earlier Addendum.
• Please acknowledge receipt of Addendum No. 4 on the Bid Form
Issued by:
John Miller, AIA
John Miller Architects
St. Joseph of Cupertino — Pre K
Project # 154
1/4/10
4 of 4
3
61
Project Name: St Josephs of Cupertino Pre-K
Code: California Building Code 2007
Site Address: 10120 N. De Anza Blvd.
Cupertino, CA
Project Number: 090302
By: Kevin Baird, PE
7960B Soquel Drive, #240
Aptos, CA 95003
(831)661-0564
Date: Revised 2/5/10
Materials:
Concrete: W := 150 lb fc := 2500 lb
c ft3 in2
Reinforcing Steel (A615): fs1 := 40000 lb
2
in
Soil Pressure: wsoil 1500 10 weq := 1.33•(osoil
ft2
Lumber: Douglas Fir -Larch
Joists : 2X5 to 4X16 No. 1 and TJI 230
Beams & Posts: No. 1 and GLB 240OF - V4
Studs :
2x4 8'-9" or less : No. 2
2x4 12'-0" or less : No. 1
2x6 12'-0" to 18'-0" : No. 2
Live Loads:
Roof Live Load:
Slope = 0/12: wRL:= 20 lb
ft2
2"_
CO
a_
NIP,-i
i4--'�-
nr`•
C3
z
.-,
P) <
-)
Ib
fs2 60000
*:
:=
2
in
SU'YMITTAL
J\N P.
6 Vyl\
1
6
0
Dead Loads:
Roof Dead Load:
Roofing:
r1 :_ 4 lb
ft2
Ply Sheathing:
r2 := 1.5 lb
ft2
Framing:
r3 .= 2.5 lb
ft2
Insulation:
r4 := 2 lb
ft2
Ceil:
r5 := 3 lb
ft2
Solar: r6 := 2 Ib
ft2
Tar/Gravel
Total:
cwlm:= rI + r2 + r3 + r4 + r5 + r6
I
w1M= 15—
ft2
Wall Dead Load:
lb
Wintwall := 8 2
ft
Level 1 Wall Height:
1/2" Drywall
Hwl := loft
lb
Wextwall 70 ft2 Masonry
2
a
2X4 Studs
DFL Stud: E := 1400000 lb F := 850 lb
.2 c .2
in in
d := 3.5in b := 1.5in A := b•d
le:= 108in
KcE := 0.3 (0.3 for Vis Grade; 0.384 for MEL; 0.418 for MSR))
FcE:- E'KcE FcE = 441 lb ac FcE ac = 0.519
l 2 in Fc
Cd�
c := 0.8 (For solid sawn members)
1 + ac (1 + ac12 ac
Cp :_ 2c l - I J - — Cp = 0.45
2c c
pallow Cp• A• Fc pallow = 19941 b
6X6 Post
DFL #2 or btr: E := 1600000 lb Fc := 1350 I b
in in
d := 5.5in b := 5.5in A := b•d
le := 144in
KcE := 0.3 (0.3 for Vis Grade; 0.384 for MEL; 0.418 for MSR))
&KcE F
FcE,- 1 E FcE = 700 l� a c= 0.52
Cd / c2 a c '= F in
c := 0.8 (For solid sawn members)
1 + ac 1 + ac)2 ac
Cp :_ - 1 - Cp = 0.447
2c 2c c
pallow Cp•A•Fc
pallow = 18238 lb
3
0
Steel Post d := 3.5in a := 3in
TS3x3x1/4 Steel Column
As := 2.59in2 I := 3.16in4 r := 1.1in
H := 12ft K := 1.0 (Pinned -Pinned)
KL := K•H
Axial Load:
Pmax := 120001b
_ Pmax
fa As
Fa := 8700 lb (From Table C-36)
.2
in
Bendina:
Mmax:= Pmax e
Mmax
fbx := S
Fbx := 0.6Fy
S := 2.1in3
fby 0 lb
2
in
Fby := 0.6Fy
Combined Axial & Bending:
Equation (1-11-1)
f
Fe := fa (From Table A) Equation simplifies to: F = 0.533
Fa
Equation (H1-2) fa + fbx + fby = 0.864 OK
0.6Fy Fbx Fby
Fy := 42000 lb
.2
in
KL = 131
r
Pmax = 12000 Ib
fa = 4633 lb
in
2
Fa = 8700 lb—
.2
in
Mmax= 3000lbft
fbx = 17143 Ib
.2
in
Fbx = 25200 lb
.2
in
fby_0lb
ft2
ib
Fby = 25200 —
. 2
in
OK, Less than 1.0
4
I. Beam Design
- mmllll�����
�.tttttttt,tt.
� titt �t�tO �t
j!tlttjtt �tjtN
_ 0
lJ 0 bt
Fle� / NG
Roof Header "H1" 6 X 12 DF-L#1 L := 8ft
Properties: b := 5.5in h := 11.25in
A := b•h A = 61.875 in
Ix := 1 12 b•h3 Ix = 652.6 in
sx := 6 —b•h2 sx = 116.016 in3
Fb := 1000 lb Fv := 180 lb E := 1700000 lb
2 2 2
in in in
Adjustment Factors:
CF := 1.0 CD := 1.0
Allowable:
Vallow CD'Fv.A Vallow = 111381b
Mallow CF'CD'Fb'sx Mallow = 9668lbft
Loadin :
WR := 2ft (Tributary Width of Roof on Member)
WU := WR•(co RD + (0RL) wU = 70 ft
wU•L
RI := RI = 2801b
2
wU•L
R2 := R2 = 280lb
2
umax := max(R 1 , R2) Vmax = 280 lb
coU.L2 Vallow = 11138 lb OK
Mmax • 8 Mmax = 560 lb ft
Mallow = 9668 lb ft OK
SwUL4
Amax 384E•Ix Amax = 5.815 x 10 3 in 360 = 0.267 in OK
7
Roof Rafter "RR" 2x6@24"oc L := 8.5ft
Properties: b := 1.Sin h := 5.5in
A:= b•h
Ix :— 1 12 b h3
sx := 1 —b•h2
6
Fb := 1000 lb Fv := 185 lbE := 1700000 lb
.2 2 2
in in in
Adjustment Factors:
CF := 1.0 CD := 1. l CR := 1.15
Allowable:
Vallow := CD'Fv'A
Mallow:= CF'CD'CR'Fb'Sx
Loading:
WR := 2ft
WU := WR•(wRD + wRL)
wu•L
RI :_
2
wu•L
R2 :_
2
Vmax := max(R 1, R2)
au u L2
Mmax := 8
StouL4
Amax 384E•Ix
5•cwuL•L4
AL :_
384E• Ix
A = 8.25 in
Ix = 20.8 in
Sx = 7.562 in
Vallow = 1679lb
Mallow = 797 lb ft
(Tributary Width of Roof on Member)
wuL WR'(wRL) wu = 70 ft
Amax = 0.233 in
AL = 0.133 in
R 1 = 298 lb
R2 = 298 lb
Vmax = 298 lb
Vallow = 1679lb
Mmax = 632 lbft
Mallow = 797lbft
OK
OK
L = 0.425 in
240 OK
L = 0.213 in
480 OK
8
Roof Beam "CBI" 6 X 18 DF-L SS L := 30.5ft
Properties: b := 5.5in h := 17.25 in
A := b•h A = 94.875 in
Ix 1 12 b-h3 Ix = 2.4 x 103 in
sx :_ 1 —b•h2 sx = 272.766 in3
6
Fb:= 1500 lb
Fv:= 180 lb
E:= 1700000 lb
2 2 2
in in in
Adjustment Factors:
CF := 1.0 CD := 1.0 Cr := 1.15
Allowable:
Vallow := CD•Fv-A
Vallow = 17078 lb
Mallow := CF'CD'Fb'Sx
Mallow = 34096 lbft
Loading:
WR := 8.1ft
(Tributary Width of Roof on Member)
WU := WR•((0Rw
D + RL)
wu = 284 ft
wu•L
R 1 :=
R 1 = 4323 lb
2
uuu•L
R2 :=
R2 = 4323 lb
2
Vmax := max(R I , R2) Vmax = 4323 lb
MmaxCOu•L2 Vallow = 170781b OK
8 Mmax = 329661b ft
Mallow = 34096lbft OK
SwuL4
Amax— 384E•Ix Amax = 1.38 in L = 2.033 in OK
180
�fl
Roof Beam "CB2" 6 X 18 DF-L SS L := 30.5ft
Properties: b := 5.5in h := 17.25in
A:= b•h
Ix 12b.h3
Sx := 1 —b•h2
6
Fb := 1500 lb Fv := 180 lb E := 1700000 lb
.2 2 2
in in in
Adjustment Factors:
CF := 1.0 CD := 1.0 CR := 1.15
Allowable:
Val low := CD• FV • A
Mallow := CF'CD'CR'Fb'Sx
Loadin :
WR := 7.5ft
Wu := WR•(wRD + wRL)
WU'L
RI. 2
w u•L
R2 2
Vmax := max(R 1, R2)
cou L2
Mmax := 8
SwUL4
Amax- 384E•Ix
A = 94.875 in
Ix = 2.4 x 103 in
Sx = 272.766 in
Vallow = 17078 lb
Mallow = 39210 lb ft
(Tributary Width of Roof on Member)
co u = 263 ft
R I = 40031b
R2 = 4003 lb
Vmax = 4003 lb
Vallow = 17078 lb
OK
Mmax= 30524lbft
Mallow = 39210 lb ft OK
Amax = 1.278 in L = 2.033 in OK
180
10
Roof Beam "B3" 6x14 DF-L SS L := 26ft
Properties: b := 5.5in h := 13.25in
A:= b•h
Ix :— 1 12 b h3
sx := t —b•h2
6
Fb := 1500 Ib Fv := 185 lb E := 1700000 lb
.2 2 2
in in in
Adiustment Factors:
CF := 1.0 CD := 1.0 CR := 1.0
Allowable:
Vallow CD' Fv' A
Mallow := CF'CD'CR'Fb'sx
Loading:
WR := 6.6ft
wU := WR•(wRD + wRL)
W U' L
Rl :_
2
WU'L
R2 :_
2
Vmax m (R 1, R2)
w u L2
Mmax := 8
SwuL4
Amax 384E•Ix
A = 72.875 in
Ix = 1.1 x 103 in
sx = 160.932 in
Vallow = 13482 lb
Mallow = 20117 lb ft
(Tributary Width of Roof on Member)
lb
wU=231 ft
R 1 = 3003 lb
R2 = 3003 lb
Vmax = 3003 lb
Vallow = 13482 lb
OK
Mmax = 19520 lb ft
Mallow = 20117 Ibft OK
Amax = 1.31 in L = 1.733 in OK
180
11
Title : Job #
Dsgnr: Date: 10:34AM, 15 OCT 09
Description
Scope:
Rev: 58(b01
User. KW-0806225, Ver5.8.0. 1-Dec-2003 Masonry Lintel Design Page 1
(c)1983-2003 ENERCALC Engineering Software cales.emCalculations
Description
General Information Code Ref: ACI 530-02, 1997 LIBC, 2003 IBC, 2003 NFPA 5000 j
Pm
1,500.0 psi
Clear Span
4.00 tt
Rebar Size
4
Fs
24,000.0 psi
Lintel Depth
1.33 ft
# Bars E/F
1
Em = Pm
900.00
Thickness
8.00 in
Top Clear
4.000 in
No Special Inspection
End Fixity
Pin -Pin
Btm Clear
4.000 in
Seismic Factor
0.300
Bar Spacing
3.000 in
# Bar Sets
2
Wall Wt Mull.
1.000
Load Duration Factor
1.330
Block Type
Medium Wt
Live Loads Not Included with Wind/Seismic
Applied Loads
11
#1
0.40 k/ft
0.20 k/ft
0.000 It
4.000 ft
Wind Load
25.00 psf
Moments & Shears
Moment
Shear
Vertical Loads
Actual
Allowable
Actual
Allowable
DL Only
1.01
3.48 k-ft
12.51
19.36 psi
DL + LL
1.41
3.48 k-ft
17.47
19.36 psi
DL + Wind/Seismic + (LL)
4.62 k-ft
25.76 psi
Lateral Loads
Wind
0.07
2.07 k-ft
0.86
25.76 psi
Seismic
0.06
2.07 k-ft
0.80
25.76 psi
Equiv. Solid Thick
7.600 in Wall Wt
78.00 psf
E 1350,000.0 psi
n 21.4815
Lintel O
Span= 4.00ft, Depth= 1.33ft, Thick= 8.00inMedium Weight Block, No Special Inspection
Using 2 bar sets of 1- #4
bars spaced 3.000in apart, Ends
are Pin -Pin
Combined Stress Ratios
DL + LL
(shear governs)
0.9023 . 1.00
DL + Wind (+ LL)
(shear governs)
0.5190 1.00
DL + Seismic (+ LL)
(shear governs)
0.5168 1.00
Combined Stress Results...
Vertical
Lateral
Combined
DL + LL
fb/Fb
0.4048
0.4048 ;
1.00
fv/Fv
0.9023
0.9023
1.00
DL + Wind (+ LL)
fb/Fb
0.2178
0.0321
0.2499
1.00
fv/Fv
0.4856
0.0334
0.5190
1.00
DL + Seismic (+ LL)
fb/Fb
0.2178
0.0300
0.2479
1.00
fv/Fv
0.4856
0,0312
0.5168
1.00
Vertical Strength
Allowable Stresses
As
0.4000 in2
Masonry Fb...
k:(np"2+2np)".5-np
0.35
0.33 Pm (.5 if w/o sp insp)
247.50 psi
np
0.0942
Steel
24,000.00 psi
j = 1 - k/3
0.883
Masonry Fv
A
M:mas=Fb k i b d 2/2 ' LDF
3.48 k-ft
Pm".5 ' (.5 if w/o sp insp)
19.36 psi
M:StI = Fs As j d
8.45 k-ft
Lateral Strength
As
0.40 in2
k:(np"2+2np)".5-np
0.36
np
0.10
j = 1 - k/3
0.88
M:mas=Fb k i b dA2/2 ' LDF
2.07 k-ft
M:StI = FS'As'j'd'LDF
5.16 k-ft
12
Foundation Design:
Continuous Foundation:
w := 18in Width of Footing
h := Bin Height of Footing
ws := Bin Width of Stem
hs := 18in Height of Stem
lb
wallow wsoil (Allowable Soil Pressure) wallow = 1500 2
ft
`'allow wallow'w - (w''h + w's'hs)'Wc Allowable Uniform Load vallow = 1950 lb
ft
Pallow wallow'w•[2•(h + hs) + 4-in] - (w•h + ws•hs)•Wc.[2.(h + hs) + 4-in]
(Allowable Point Load) Pallow = 91001b
Isolated Square Footing:
w := 30in Width of Footing
h := 12in ( Height of Footing
P1 wallow'w'2 - `w'2'h1'Wc Allowable Uniform Load P1 = 84371b
13
Lateral Analysis (Pre-K Room):
Seismic Design Criteria - (ASCE7 -191:
Fa := 1.0
(ASCE7 Table 11.4-1)
Ss := 2.206
(ASCE7 Sec 11.4.1)
SMS := Fa -Ss
(ASCE7 Sec 11.4.3)
2
SDS:= 3'SMS
SDS = 1.471 (ASCE7 Sec 11.4.4)
FV := 1.5
(ASCE7 Table 11.4-2)
SI := 0.773
1ASCE7 Sec 11 4 1)
SMI := Fv•S1
2
SDI 2'SM1
I := 1.25 (Occupancy III)
SDI
Seismic Design Category E Ts S
DS
Use Equivalent Lateral Force Analysis Section 12.8
Calculate Seismic Response coefficient:
R := 5 (Bearing wall system - Masonry)
SDS
Cs2:= R
1
N := 1 (Number of Stories)
CC= 0.02 x := 0.75 h := 28
T := Ct• hx T = 0.243
TL := 0.12
Cs4 SDYTL Cs4 = 0.391
T`
CsS := ••
1
0.5•SI
R
I
CS:= min(Cs2,Cs4)
Cs5 = 0.097
(ASCE7 Sec 11.4.3)
SDI = 0.773 (ASCE7 Sec 11.4.4)
(ASCE7 Sec 11.5.1)
TS = 0.526 (ASCE7 Table 12.6-1)
Cs2 = 0.368
(ASCE7 Sec 12.8.1.1)
(ASCE7 Table 12.2-1)
(12.8-2)
CS = 0.368
14
Building Depth: D := 32ft Building Length: L := 80ft
Effective Seismic Weight:
WI := L•D•w1D + 2(L + D)•Wextwall'3ft WI = 85440lb
W := WI W = 85440lb
Seismic Base Shear: V := CS• W V = 31413 lb (ASCE7 12.8-1)
Vertical Distribution of seismic forces (ASCE7 12.8.3)
hi := 12ft
WI•hI
Cv1 - FI := CvI•V FI = 31413lb
WI'hl
Distribution of Seismic Loads on structure:
Front - Back
F 1 lb
01 fs := L ,I fs = 393 ft.
Side - Side
F1 lb
u lss D u lss = 982 ft
Wind Design (ASCE7 - 6.4.2.1):
V3s := 85mph (3 sec Wind Speed - 85MPH - )
(ASCE7 Figure 6-1)
(Exposure: C)
X 15 1.21 X20 := 1.29 X25 := 1.35 (ASCE7 Figure 6-2)
Kzt:= (1 + .17-0.0)2 (3:1 slope max, H/Lh=.35) Kzt = 1 (ASCE7 Section 6.5.7)
Ps30 := 14 lb (ASCE7 Section 6-2)
2
ft
Iw := 1.0 (Standard Occupancy) (ASCE7 Figure 6-2)
lb
P15 �15'Kzt Iw'Ps30 P15 = 16.9—
ft2
P20 :_ %20'Kzt Iw'Ps30 P20 = 18.1 lb
A
lb
P25 X25'Kzt"w'Ps30 P25 = 18.9 Z
ft
15
Lateral Analysis:
Building Length:
L := 80ft
Building Depth:
D := 32ft
Lower Level
Front - Back p := 1.3
=
393 ft
u 1 fs
ulf,:= 6ft•P15
Ulf :=ma+)1fs'ulfw)
Side - Side p := 1.3
lb
u lss = 982 ft
u lsw:= 6ft-P15
u ls:= ma+lss,u lsw)
(ASCE7 Section 12.3.4)
u l fw = 102 lbu ifs = 393
lb ft
u If = 393 ft
= 102 lb u lss = 982 lb
u
1 sw ft ft
lb
u1s=982 ft
16
I i I
r r r r -i
L J L J i L J i L J
i i 1
I I
j I I I b
i lb Imo' i
5 hk�A
—O
Shear Wall "Line A" (Line B is unaltered)
u is = 982 lb (Line load)
ft
Ltribl 16ft (Tributary Width of Roof)
LSW := 16ft + 18ft (Length of Shear Walls)
PI u ls'Ltribl PI = 15707lb
Pi Ib
v 1 '= Masonry wall: v = 1000 lb v I = 462 ft. OK
LSW allow ft
P1'Hwl
HDI := HDI = 46201b
LSW
#4@32 vertical bars & #4@32 horiz bars,
(1) #4 bars at end.
Check Soil Pressure: Length of shortest wall:
LSW I := 16ft
Ltrib := LSW 1
Ltrib =
16 ft
DtribR := 16ft
LSW
Lateral Force: Peql := .(PI)
Pegl =
7391 lb
LSW1
Footing Dim.: Wf := 18in d := 24in Lf :=
LSW I + 2d
Wall Dim.: HSW := 9.Oft
PD:= (Ltrib'DtribR)'1(0)RD)+ Wextwal I. (Hw I). LSW I + Wf•d•Lf•WC
PD= 24040lb
PL:= (Ltrib'DtribR)' 1 •(W RL)
PL = 5120
lb
PDL := PD + PL
PDL =
29160 lb
wDL _ PDL Dead + Live:
wsoil = 1500 lb
wDL = 972 lb OK
Lf• Wf
ft2
ft2
Pegl'HSW'3
=
lb
333
w lat :=
Wf•(Lf)2
w lat
Z
ft
PDL
DL
_ + wlat Dead + Seismic: weg = 1995 lb
wDS . L
wDS = 1305 lb OK
ft2
ft2
18
Rev: 58WM
User. KW-0606225,
(c)19M-2= ENER
Description
1-Deo2M
Ineering Software
Shear at line A
General Information
Seismic Zone
Load Duration Factor
Shear Pier Data
Title : Job #
Dsgnr: Date: 1:58PM, 18 DEC 09
Description
Scope:
Masonry Pier Analysis & Design Page 1
talcs. Bav:Calculations
Code Ref: ACI 530-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
15.71 k Moduli: Em = Pm' 900.00
4 Moduli: Ev = Em ` 0.40
1.33
Pier #1
Pier #2
Pier Height
12.00 it
12.00 It
Pier Length
16.50 it
17.50 it
Wall Thickness
8 in
8 in
"j" : Depth Mult.
0.90
0.90
Pier Fixity
Pin -Fix
Fix -Fix
I'm
1,500psi
1,500psi
Fs
24,000 psi
24,000 psi
Spinsp
No
No
Grout Spacing
32 in
32 in
Analysis Data
Pier #1
Pier #2
Height/Length
0.7273
0.6857
(H/L)"3
0.3847
0.3224
Rel. Deft
0.3445
0.2203
Sum Rigidity
7,441.47
Rigidity = .001/Deft
2,902.827
4,538.638
% Force to Pier
0.39
0.61
Shear to Pier
6.128 k
9.582 k
Relative DO " 10"5
0.00 in
0.00 in
M / (V'Depth)
0.808
0.381
Em
1350,000.0
1350,000.0 psi
Ev
540,000.0
540,000.0 psi
Shear Reinforcing...
Pier #1
Pier #2
fv=V/(12`est jd)
10.53 psi
15.52 psi
Fv: w/o Reinf.
27.40 psi
31.07 psi
Fv: w/ Reinf.
41.10 psi
46.60 psi
Horiz. Shear Av Req'd
Not Req'd inA2/ft
Not Req'd inA2/ft
Bending Reinforcing...
Moment @ End
73.54 k-ft
57.49 k-ft
"d" to tension As
14.85 ft
15.75 it
Bending As Req'd
0.16 in2
0.11 In2
19
Shear Wall "Line 2" (Lines 1,3 are unaltered)
vIf=393 ft
Ltribl := 40ft
Lsw := 14ft
PI u lf'Ltribl
P1
v I :_
LSW
HDI := P1'Hwl
LSW
(Line load)
(Tributary Width of Roof)
(Length of Shear Walls)
PI = 15707lb
!b
Masonry wall: vallow := 1350 ft lb (See Enercalc results) v I = 1122 ft OK
HDI = 112191b
#4@32 vertical bars & #4@32 horiz bars,
(2) #4 bar at end.
Check Soil Pressure: Length of shortest wall: LSW 1 := 14ft
Ltrib := LSW 1 Ltrib = 14 ft
DtribR := 16ft
LSW
Lateral Force: Pegl := I •(PI) Pegl = 15707lb
LS
Footing Dim.: Wf := 18in d := 24in Lf := LSW 1 + 2d
Wall Dim.: HSW := 9.Oft
PD:= (Ltrib'DtribR)'1((ORD)+ Wextwall'(Hwl)-LSW1+ Wf'd•Lf•Wc PD= 21260lb
PL:= (Ltrib'DtribR)' 1+O L) PL = 44801b
PDL := PD + PL PDL = 25740 lb
(aDL PDL Dead + Live: wSoil = 1500 lb wDL = 953 lb OK
Lf• Wf ft2 ft2
Peq 1' HSW' 3 lb
w ]at := 2 w ]at = 873 2
Wf•(Lf) ft
_ PDL
wDS Lf' Wf +plat Dead +Seismic: co = 1995 lb wDS = 1826 b OK
ft2 ft2
20
Title : Job #
Dsgnr. Date: 1:57PM, 18 DEC 09
Description
Scope:
Rev: 580003
User. KW-0606225, Ver5.8.0, 143w,2003 Masonry Pier Analysis &Design Page 1
(c)1983-2003 ENERCALC Engineering Software Masonry
Description Shear at line 2
General Information Code Ref: ACI 530-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Total Lateral Force
15.71 k Moduli: Em = fm' 900.00
Seismic Zone
4 Moduli: Ev = Em ' 0.40
Load Duration Factor
1.33
Shear Pier Data
Pier #1
Pier Height
10.00ft
Pier Length
14.00ft
Wall Thickness
8 in
"j" : Depth Mult.
0.90
Pier Fixity
Pin -Fix
fm
1,500 psi
Fs
24,000 psi
Sp Insp
No
Grout Spacing
32 in
Analysis Data
Pier #1
Height/Length
0.7143
(H/L)"3
0.3644
Rel. Deft
0.3334
Sum Rigidity
2,999.51
Rigidity = .001/Deft
2,999.514
% Force to Pier
1.00
Shear to Pier
15.710 k
Relative DO * 10"5
0.00 in
M / (V'Depth)
0.794
Em
1350,000.0 psi
Ev
540,000.0 psi
Summary
Shear Reinforcing...
Pier #1
fv=V/(12'est'Jd)
31.81 psi
Fv: w/o Reinf.
27.53 psi
Fv: w/ Reinf.
41.29 psi
Horiz. Shear Av Req'd
0.053 in^2/ft
Bending Reinforcing...
Moment @ End
157.10 k-ft
"d" to tension As
12.60 ft
Bending As Req'd
0.39 in2
21
Lateral Analysis (Homework Room):
Seismic Design Criteria - (ASCE7 -111:
Fa := 1.0
(ASCE7 Table 11.4-1)
Ss:= 2.206
(ASCE7 Sec 11.4.1)
SMS := Fa -Ss
(ASCE7 Sec 11.4.3)
2
SDS '= 3 ' SMS
SDS = 1.471 (ASCE7 Sec 11.4.4)
Fv := 1.5
(ASCE7 Table 11.4-2)
S 1 := 0.773
(ASCE7 Sec 11.4.1)
SM 1 := Fv. S 1
(ASCE7 Sec 11.4.3)
2
SDI := 3'SMI
SDI = 0.773 (ASCE7 Sec 11.4.4)
I := 1.25 (Occupancy 111)
(ASCE7 Sec 11.5.1)
SDI
Seismic Design Category E Ts SDS
Ts = 0.526 (ASCE7 Table 12.6-1)
Use Equivalent Lateral Force Analysis Section 12.8
Calculate Seismic Response coefficient:
(ASCE7 Sec 12.8.1.1)
R := 5 (Bearing wall system - Masonry)
(ASCE7 Table 12.2-1)
Cs2 SDS Cs2 = 0.368 (12.8-2)
R
I
N := 1 (Number of Stories)
CC= 0.02 x := 0.75 h := 28
T:= Ct•hx T = 0.243
TL := 0.12
Cs4 SD1'TL CA = 0.391
T`.
I
0.5•S1
Cs5 := Cs5 = 0.097
R
1
CS := min(Cs2,Cs4) CS = 0.368
22
Building Depth: D := 22ft Building Length: L := 32ft
Effective Seismic Weight:
H
WI := L•D•wID + 2(L + D)• 15 Ib wl
ft2 2
W := W I
Seismic Base Shear: V := CS• W V = 6861 lb
Vertical Distribution of seismic forces
hi := 12ft
W1'hl
Cvl W1 h1 FI := CvI'V
Distribution of Seismic Loads on structure:
Front - Back
FI
u lfs:= L
Side - Side
FI
u l ss D
Lateral Analysis:
Lower Level
Front - Back p := 1.3
lb
uIfs =214 ft
u i fw := 6ft•P15
ulf := maulfs,ulfw)
Side - Side p := 1.3
u lss = 312 lb
ft
ulsw 6ft-P15
uIs:= ma+Iss°uIsw)
W I = 18660 Ib
W = 186601b
(ASCE7 12.8-1)
(ASCE7 12.8.3)
F1 = 6861 Ib
Ib
ulfs=ft
214
ulss=312Ib—
ft
(ASCE7 Section 12.3.4)
u = 102 Ib u 1 fs = 214 Ib
1 fw ft ft
u If = 214 lb
ft
u = 102 Ib u lss = 312 Ib
1 sw ft ft
uls=312lb
ft
23
PM Fl— Pb 32
5' Y If' 5. 1
6
O
- - -0
Shear Wall "Line A"
u is = 312lb (Line load)
Ltrib I := 11 ft (Tributary Width of Roof)
LSW := 5ft + 4ft + 5ft + 4ft (Length of Shear Walls)
PI :_ ls'Ltribl PI = 3430lb
P1 lb
v 1 L Type 2 shear wall: v = 460 ft v I= 191 ft OK
SW allow ••
For short wall, decrease allowable shear by 2w/h (CBC2305.3.4 Note a.)
Use Type "2" wall: vallow := 2' 4ft .460 b vallow = 361 lb—
10.2ft ft ft
HD := Pi HwI HD = 19061b
LSW
Use HDU5 HDallow := 45001b
Check Soil Pressure: Length of shortest wall: LSW I := 4ft
Ltrib LSW 1 Ltrib = 4 ft
DtribR := 16ft
Lateral Force: Peg]:= LS l•(PI) Pegl = 7621b
Footing Dim.: Wf := 18in d := 24in Lf := LSW i + 2d
Wall Dim.: HSW := 9.Oft
PD (Ltrib'DtribR)'1(wRD)+ Wextwall'(Hwl)'LSW1 + Wf•d-Lf•Wc PD= 7360lb
PL (Ltrib'DtribR)' 1'�wRL) PL = 1280lb
PDL := PD + PL PDL = 8640lb
wDL PDL Dead + Live: wsoil = 1500 lb wDL = 720 lb OK
Lf. Wf ft2 ft2
Pegl'HSW'3 Ib
w lat �= 2 w lat = 214 2
Wf•(Lf) ft
PDL
wDS ' Lf' + wlat Dead + Seismic: (0 = 1995lbb wDS = 934lbb OK
ft2 ft2
25
Shear Wall "Line A.1" (Unaltered)
u is = 312 lb (Line load)
ft
Ltribl 35ft (Tributary Width of Roof)
LSW := 32ft (Length of Shear Walls)
Pi u Is'LtribI Pi = 10915lb
P1 lb
v 1 '= LSW Masonry wall: vallow 1000 ft v i = 341 ft OK
ft
#4@16 vertical bars & #4@32 horiz bars,
(1) #4 bars at end.
Check Soil Pressure: Length of shortest wall: LSW 1 := 32ft
Ltrib LSW 1 Ltrib = 32 ft
DtribR 16ft
LSW
Lateral Force: Peq] LSW1'(P1) PegI = 10915lb
Footing Dim.: Wf := 18in d := 24in Lf := LSW i + 2d
Wall Dim.: HSW := 9.Oft
PD'= (Ltrib'DtribR)''((ORD) + Wextwall'(Hwl)'LSW1 + Wf•d•Lf•Wc PD = 46280lb
PL (Ltrib'DtribR)' 1•((OiL) PL = 10240 lb
PDL:= PD + PL PDL = 56520 lb
wDL PDL Dead + Live: COsoil = 1500 lb wDL = 1047 lb OK
Lf• Wf ft2 ft2
Pegl'HSW'3 Ib
co [at �= 2 CO [at = 152 2
Wf•(Lf) ft
PDL
CODS Lf'Wf + COlat Dead+Seismic: COeq= 1995 ft2 CODS = 1198 lb OK
26
Shear Wall "Line 4"
v If = 214 ft (Line load)
Ltribl 16ft (Tributary Width of Roof)
LSW := 12ft
PI u If'LtribI
PI
v 1 '= LSW Type 5 shear wall:
HD := P1'Hwl
LSW
(Length of Shear Walls)
vallow := 770 lb
ft
PI = 34301b
VI = 286 ft OK
HD I = 2859 lb
Use HDQ8 Mallow := 80001b
Check Soil Pressure: Length of shortest wall: LSW 1 := 12ft
Ltrib := LSW 1 Ltrib = 12 ft
DtribR 16ft
Lateral Force: Pegl := I'
(PI) Peg1 = 3430lb
LSW
Footing Dim.: Wf := 18in d := 24in Lf := LSW 1 + 2d
Wall Dim.: HSW := 9.Oft
PD:= (Ltrib'DtribR)'I((ORD)+ WextwalIPwl)'LSW1 + Wf•d•Lf•Wc PD= 18480lb
PL:= (Ltrib'DtribR)' l+ORL) PL = 38401b
PDL := PD + PL PDL = 22320 lb
O'DL := PDL Dead + Live: Cosoil = 1500 lb wDL = 930 16 OK
Lf• Wf ft2 ft2
Pegl'HSW'3 lb
w lat �= 2 w lat = 241
Wf•(Lf) ft 2
PDL
u'DS : Lf Wf + wlat Dead + Seismic: weq = 1995 lb wDS = 1171 lb OK
ft2 ft2
27
Shear Wall "Line 5"
v if = 214 ft (Line load)
Ltribl := 16ft (Tributary Width of Roof)
LSW := 21ft
PI v If'LtribI
PI
v 1 '= LSW Type 2 shear wall:
P1'Hwl
HD I :_
LSW
(Length of Shear Walls)
Ib
vallow 460 ft
P I = 3430 lb
v1=163ft OK
HD = 1633lb
Use HDU5 Mallow := 45001b
Check Soil Pressure: Length of shortest wall: LSW I := 12ft
Ltrib := LSW 1 Ltrib = 12 ft
DtribR := 16ft
LSW
Lateral Force: Peg] := 1 •(PI) Pegl = 19601b
LSW
Footing Dim.: Wf := 18in d := 24in Lf := LSW 1 + 2d
Wall Dim.: HSW := 9.Oft
PD:= (Ltrib'DtribR)'1(cORD)+ Wextwall'(Hwl)'LSW1 + Wf•d•Lf•Wo PD= 18480lb
PL:= (Ltrib'DtribR)' 1+ORL) PL = 3840lb
PDL := PD + PL PDL = 22320 Ib
wDL;= PDL Dead + Live: wsoil = 1500 lb 10DL = 930 lb OK
L f' W f ft2 ft2
Pegl'HSW'3 lb
w lat := 2 � lat = 138 2
Wf•(Lf) ft
PDL
wDS Lf' + wlat Dead + Seismic: weq = 1995 lb ADS = 1068 Ib OK
ft2 ft2
28
PC
St. Joseph of Cupertino School
10120 N. De Anza Blvd., Cupertino, California 95014 • (408) 252-6441 • www.sjcschool.org
November 30, 2009
To whom it may concern;
St. Joseph of Cupertino School is undertaking a project to build a preschool. These plans
outline the construction.
Sincerely,
Mary Lyons
Principal
(5)
ASBESTOS HAZARD EMERGENCY RESPONSE ACT (AHERA) STATE nALSERVIC
DEPARTMENT OF GENERAL SERVIC
GONERAL DATA OFFICE OF LOCAL ASSISTAN
(FORM A) MUST BE TYPED AND SUBMITTED WITH EACH SCHOOL MANAGEUENT PLAN
OLkV'A•A (NEW 6-8e) + SEE REVERSE FOR CLARIFICATION OF TERMS
LOCAL EDUCATION AGENCY COUNTY
Diocese of San Jose Santa Clara
SCHOOL NAME SCHOOL PHONE NUMBER
St. Joseph 'Elementary (408)252-644 1
ADDRESS (Nunba) (Sheet) (City) (ZIpCode)
10120 N. De Anza Blvd., Cupertino 95014
COS CODE • SCHOOL ENROLLMENT • NUMBER OF SC1400L EMPLOYEES • NUMBER OF BUILDINGS AT THE
43 69419 6980460 251 34 SCHOOL 3
LEA AHERA DESIGNEE
NAME PHONE NUMBER
Charles F. Buckley (408)298-5432
ADDRESS (Namb-) (Shoe) ( 1 k�
920 S. Winchester Blvd., San Jose 7 ILO
TRAINS G COURSE(S) AND DATE(S)
1) Building Inspection and Management Planning for Asbestos (June 20-24, 1988)
2) Practices and Procedures in Asbestos Control (April 27-29, TOTAL TRAININ RS
August 13-14, 1987) 91ou
MANAGEMENT PLANNER
NAME PHONE NUMBER
Charles T_ Bucicleq
(4 08) 29 8-5!� 3 2
ADDRESS (NU-- ) (Sheet) (City) (:a C-*
920 S. I:) incnesi:er Blve., San Jose 95) 2S
ACCREDITATION NUMBER TRAINING AGENCY
368 University o California
DOCUMEN75ATIACHED jCHECKAPPRCFRLitE.BOXES)
Record of Friable and Non- Physical and Hazard Assessment Operations and Maintenance PerlOdlc Survelllance Plan
Friable ACBM (Form B) of Friable ACBM or Friable ® Program (Form D) (Form E)
Assumed ACBM (Form C)
Reinspection Plan (Form F) Parent/Employee Notlficadon Resources Needed (Form H)
N Plan (Form G)
We certify that the general Local Education Agency (LEA) responsibilities, as stipulated by 4 CFR Part 763,
have been met or will be met, and that this submittal includes all buildings at this sc
MANAGEM S NATURE ATE
PRINTED NAME OF REVIEWER DATE
REVIEWER'S SIGNATURE
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L
Legend'
Reflected Ceiling Plan Notes:
Ceiling height
1. All acoustical ceiling tile shall be suspended in a suspension
system manufactured by the acoustical ceiling manufacturer _
and seismically braced.
®
Recessed 2' x 4'
2. Coordinate with other trades including Mechanical
,D
Fluorescent
- -
and Electrical. -
- '�
e
Ceiling Mounted
3. Light fixtures are shown for co-ordination purposes. See
Exit Sign
Electrical drawings for specific information regarding
light fixtures, smoke detectors, and other electrical
Ceiling mounted
equipment,
4. Locations of HVAC grilles and registers are shown for
VN
supply air diffuser
coordination purposes. See Mechanical drawings for
Ceiling mounted
specific information regarding grilles, registers and other
return air register
equipment.
5. Equipment exposed in ceiling including electrical
fixtures and air grilles shall align and be centered
Ceiling fan
in rooms unless noted otherwise.
6. Ceiling height is from top of subfloor.
M
< 6'-0"
_
a
s�
k de c r
see larm Drawings
8
separate submittal)
Cl)
©
°
©
Compression strut
\w\
7 ..;ti,. .k.....
above ceiling
Beam above ceiling
Area of suspended
• 5� `: 2 T-bar ceiling below
1-Hr rated sus ended �x�����/
8.1 p
gyp.bd. ceiling©
: `:: ',\. •:.` . :, k, \. ,.�. ... Area of (n) stucco over I
(e) framing
I
ti:•,k ...
\4
+� 1
O
`'' Are*Pcoibove
stucco
I I ---
- - - - - - - - - - - - - - �t` ` to dL 1- J'� 'r J r :`• ',•.T-bng
�T p /
Sheet Notes: / r 10
10'-0" 6 p 1. (e) Stucco /� / 7.1
2. Wrap (e) beam in stucco 010� 1" copper
5 3. Trim (e) beam soffit to match adjacent X p ,
2 fascia /� 1 G 1 „
N
_ J 4. (e) Stucco ceiling o/ (e) 2x6 roof
• ' • ' • • ' • ' • ' 4.2 framing to remain above (n) T-bar `�IT- Gas ut
r 1
2 %4. <ceiling �-� � r �/. � �� . � off ve Ive
10 - b 2 5. Remove (e) 2x4 surface mounted r 1/4" a�ov c g -
8.2 fluorescent light fixture. "�°" Z' SS
J_.-._
6. (e) Beam above T-bar ceiling to �___________-
re ain.
7. Align T-bar grid with beam above
W
E
0 1 - 14
8. Provide 4x8 WD wl U48 hangers 01a a
9 -
Oi
l 013 d '
N
...........................................................................................................................................................
14
9. 26 ga min Duct w/ through penetration t
3 2 8 2 fire stop system. 1-Hr F and T rated. ---
--� I 3
10. Turn 4x8 sideways to clear ductwork
Homework Room w/ A35 ea. side and bottom.
i,
1
Homework Room
A(
1
4.2
' .)
Project
North 11. Type B flue. 012 5 _
© - pI
12. 1-Hr rated shaft to bottom of deck.
RCP - Homework Room 4 `, ,
Scale: 1/4" = V-0" _._ N 12
Roof Plan Notes: I J
I I =
3
Paint Legend:
P-1
White
P-2 i ;i. ; ;fzzx 4;,,
(Blue) Accent color
P-3
(Yellow) Accent color
P-4 E 171 u-i L:1 o E-i
(Red) Accent color
P-5 r 0 0 0 l
(Green) Accent color
Floor Plan Notes:
1. All dimensions are to face of plywood or
lath, face of concrete; to centerlines of
columns and other grid points, and to center
lines of doors and other scheduled
openings unless otherwise noted. Verify in
field all dimensions at existing construction.
2. See sheet A3.1 for Schedules.
A2.5 for Finish Schedule.
3. Top of counters and tables to be 28" - 34" AFF.
as per CBC 1122B.4. See interior elevations for
specific information.
M
a
i.
v
c
654 sf
20
33
2
1. See mechanical drawings(SMD)or sheet /- - I 4.2 b I- 1 T�p of (3) I �I 4 6
...........
metal vent and other roof flashingdetails.
...... ......
C endow&
Sheet Notes:
'• I 13 03 � E � 03 03
1. (e) Skylights
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I 2. (e) Roof penetrations
4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
3. (e) Roof drain & overflow, VIF EQ1
4. (e) Solar panel rack Pre-K Floor Plan see A2.1
5. Plumbing vent
3
6. Combustion air vent ri
I
°
Legend: Wall Type Schedule
® Remove & relocate
(e) solar panels as required
(e) Solar panels Interior Exterior
E
p
7/8" stucco w/ mtl lathing
o
(2) layers Grade'D' paper
C
I = Plywood, SSD
Project
North
0
Roof Plan - Homework Room 3
Scale: 1/4" = V-0"
2x6 Stud @ 16"o.c.
Batt insulation: R-19
(Only at "n" type walls)
,1) Layer 5/8" type "x" gypsum
board. Applied vertically or
horizontally w/ 6d cooler or
Nallboard nails at 7" o.c.,
NI end joints on nailing members.
® 1 Hr - CBC Table 720.1(2) Item # 15-1.3
1 Hr - CBC Table 720.1(2) Item # 15-1.13
2x6 Stud / Stucco Ext. Wall E
Scale. 1 1/2 = 1 -0
EQ1
32'-1" VIF
Homework Room
y4
ti I
id I
=� I
yYd
w I
w
rye 8
ti Typ of (4)
6
I 10
1
4.2
Legend- Project
g North
2x Wall
(e) CMU Wall Sheet Notes:
SR FE Semi -recessed fire extinguisher 1. (n) Aluminum windows
Minimum size of 2-A: 10-BC ® 2. Remove and replace concrete slab
3. (n) Base cabinets
®� Accent color, P-5 4. Line of upper cabinet above countertop
5. Stainless steel sink and faucet
MT-1, Forbo Marmoleum 6. Remove and reposition rainwater leader
tile 20" x 20", "Calico" 7. (e) Rainwater leader to remain
t2713 8 (e) Steel column to remain
MT-2, Forbo Marmoleum
9. Not used
10. Line of (e) roof overhang above
tile 20 x 20", Blue
t3030
11. (n) Door
_
12. Forced air heating unit. Enclosure to match
MT-3, Forbo Marmoleum
adjacent cabinetry. SMD
the 20" x 20", "Golden Sunset"
13. Fresh air grille, 24" x 16". SMD
t3125
G i 11
MT-4, Forbo Marmoleum
the 2 x 20", Red Amaranth
I
t322MT-5,
Forbo Marmoleum
tile 20" x 20", "Emerald"
t3223
XXX
Area
XX
AL
Occupant load
X
# Occupants
17
Signage: See A2.5 Signage Schedule
Floor Plan -
Homework Room
Scale: 1/4" = V-0"
2
4.2
St Joseph of
Cupertino School
10120 N. De Anza Blvd.
Cupertino, CA 95014
Pre-K Remodel / Addition
Room Number Index
01
(e) Covered Entry
02
Queuing / Parent Waiting Area
03
Director's Office
04
Sign In
05
Staff Toilet
06
Sick Child Area
07
Storage
08
Cubbies
09
Pre -Kindergarten Classroom
010
Boy's Toilet
011
Vestibule
012
Girls Toilet
013
a Covered Walkway
014
Music/Homework Room
Alternative means & methods
06-14-10
-
Field Change #1
03-24-10
-
Plan Check Resubmittal 2
02-08-10
Plan Check Resubmittal
01-08-10
1
Addendum #4
01-04-10
-
Plan Check / Bid
11-25-09
-
Owner Review
11-19-09
No.
Revision
Date
john miller architects
Architecture, Planning, Restoration, Interiors
579 Clyde Avenue, Suite 300 T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Floor Plan & RCP
Alternative means & methods
©2010 John Miller, Architect AIA A2n2
Scale:
1/4" = V-0"
1 File: St Jo Sch Cupertino / Job #154
A2 Plan St Jo Cup/2.2 Flr plan Hmwll
Metes pipe, conduit or tubing
3M Fire Barrier CP 26S/L Caulk
1/4" (6mm) maw'
Relneulate area H Insulation
was removed during
Installation.
3/4" (19mm) thick
Gyperete
3/4" (19mm) thick
Plywood
Wood Jowe
Plywood/Gyporete
Gypsum composite
floor/caging.
)7-777.17
,.
Fire rated Gysum
1/4" (6mm) maxknum annular space board.
3M Fire Barrier CP 26N/$ Caulk
Notes:
1. Hole size through the flooring system and Gypsum wallboard ceiling is to be a
maximum 1/2" larger than outside diameter of metal pipe/conduit.
2. The metal pipe/conduit should be centered in circular openings such that a maximum
1/2 annular space is present around its perimeter at each through location.
3. Use CP 25S/L (self leveling) Caulk on horizontal sufaceswhen filling gaps from
above the penetration. Use CP 25 WS (No Sag) Caulk on vertical surfaces and on
horizontal surfaceswhen filling gaps from below.
4. The 3m Fire Barrier CP25 Caulk is to be forced into the annular space to the maximum
extent possible, flush with the exterior of the penetration surface.
5. Finish caulking with a 1/4" minimum bead of CP 25 Caulk applied to the perimeter of
the pipe at its egress from the floor and ceiling.
6. These recommendatins are based on ASTM E-814 (UL 1479) Fire Test and UL
Through -Penetration Firestop System #169
Metal Pipe thru 1-Hr rated
floor / cei-I 1 ng 13
�Syste�mNo. F-C-7022
May 19, 2005
F Rating - 1 Hr
T Rating - 1/4 Hr
A
3
2
0 0 3'-9 1/2" Sawcut to Sawcut
0
0 r 1„ Trim
c 42
I=
J
Caulk
0
0.
o:
o:
is
...
a
a.
Caulk
l CMU Cap, THE
Door
Stop
Shim
2x6
Casing
Trim
Note:
See 7/-for additional information
Int. Door Head/Jamb Sim @
CMU wall 10
T yp. Mtl track: 16 ga.
Sheet mtl coping
1/4 : 12 Slope 26 ga. typ.
Cont. cleat
SECTION A -A
1. Floor -Ceiling Assembly - The 1 hr fire -rated solid or trussed lumber joist floor -ceiling
assembly shall be constructed of the materials and in the manner specified in the individual N
L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The general .�
construction details of the floor -ceiling assembly are summarized below:
A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor ` Mtl weep screed: I Topping Mixture* as specified in the individual Floor -Ceiling Design. Max diam of opening is 11 Superior SWS038-200 I @
in. (279 mm). I
B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber Run built-up roofing up I @ @
and steel joists, trusses or Structural Wood Members* with bridging as required and with ends wall under weep screed
firestopped.
C. Gypsum Board* - Nom 4 ft. (122 cm) wide by 5/8 in. (16 mm) thick as specified in the - �� @ I @
individual Floor -Ceiling Design. Max diam of opening is 11 in. (279 mm). - - - -
2. Steel Duct - Nom 10 in. (254 mm) (or smaller) No. 28 gauge (or heavier) steel duct or nom 5 - -
in. (127 mm) (or smaller) No. 30 gauge (or heavier) steel duct to be installed either '
concentrically or eccentrically within opening. The annular space between duct and periphery of
opening shall be min 0 in. (point contact) to max 1 in. (0 mm to max 25 mm ). Duct to be rigidly
supported on both sides of floor assembly.
LIT, 1
3. Fill,Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in. (19 mm) thickness of caulk
applied within annulus, flush with top surface of floor. Min 5/8 in. (16 mm) thickness of caulk
applied within annulus, flush with bottom surface of ceiling. Min 1/4 in. (6 mm) diam bead of
caulk applied at point contact locations at duct/floor interface on top surface of floor and at
duct/ceiling interface.
3M COMPANY - CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant Fire caulk
around rafter
*Bearing the UL Classification Marking (e) Continuous
glulam beam
Duct thru 1-Hr Floor / Ceiling p 1
Hardipanel o/ (2) layers
grade "D" paper
Densglass:
(2) Layers 5/8" type "x"
Mtl studs: 16 ga. @ 16" o.c.
Mtl angle bracket:
5" x 12" x 3/16"
(6) SDS 1/4 x 3"
(4) SDS 1/4 x 3"
Cant
R & R Rigid insulation
as req'd for slope
to roof drain
(e) 2x6 joist
Nailer
Run gyp.bd.
between (e) 2x6
joist
Remove & replace
AC tile o/ battens.
(e) 2x4 seismic retrofit
2x4
(e) CMU wall Mtl bead
° Fire sealant
Pre-K (e) Mud sill Classroom
� a
@ I Note:
O
I I 1. See 12a for additional
information
I.s.wacPzswscauik I @ @II 2. See 15/- for penetration details
J
@@ �-
Notes:
1. The space between the penetrating item and wall board must accommodate at least
one wrap (1/4") of Fire Barrier FS-195 Wrap/Strip
2. If the annular space is less than 1/2", one wrap of FS-195 is required. If the annular
space is 1/2" or greater, fill with additional wraps of FS-195 until annular space is less
than 1/4". Wrap strips way be friction fit into opening, secured with foil tape or 18 ga.
steel tie wire.
3. Slide the wrap strips into the opening, leaving a maximum 3/4"exposed wrap beyond
the wall surface.
4. Seal teh FS-195 edges and seams with a 1/4" minimum bead of 3M Fire Barrier
CP 25N/S Caulk.
5. Install 3M Firestop on both sides of wall.
6. These recommendations are based on product performance per ASTM E-814
(UL 1479) Fire Test and UL Through -Penetration Firestop System #147.
Penetration Firestop Mtl Pipe /
Conduit Through a 2-hr Wall A
_F
0'-0"
T.O. conc.-
ZV
�0'-
2"
ecess
@ the
Int. Door Head/Jamb Sim @
Stud Wall 7
Scale: 6 = 1 -0
(e) 3x joist
(e) glulam beam
Ceramic tile
Sheet vinyl / VCT
Thinset mortar
slope to
Align floor drain
See Floor Plan
a• - - - - - - - - - - - - - - -
Wire reinforcing
Waterproofing
memb.
Conc slab
Tile to Marmoleum Tile
Scale. 6 =1 -0
Cross Chanel @ 2-0" o.c.
(e) 2x6 joist
\see RC
Px 8,
Turn beam sideways
to clear (e) ductwork,
see RCP
- - - - - - - - - - - - - - - - -
Compression strut,
see 2/A8.1 for spacing Attach compression strut 31
to 4x8 beam, max. 6'-0"
from side wall, see RCP
------------- - --+---------- ----------- - - ---
' - Remove & replace
stucco as req'd
7/8" Stucco o/ Light fixture:
I; (2) layers grade "D" paper Day Brite Surface Decorator Ice Cube
o/ 5/8" type "x" gyp.bd. 2SD432-1/4-EB
2x4
Pre-K (e) Covered Walkway
v
© b
Parapet @ 2-Hr Area Sep. Wal 12 Exterior Soffit Light A
Scale: 1 1/2" = V-0" Scale: 3" = V-0"
4
(8.1
(e) Roof framing
(e) Stucco soffit
Surface mounted junction box
Surface mounted light fixture
Mechanical duct
where occurs
2x Spacer
'
1 x Wd trim,
S4 select
=IN
O
i
s.
,r
i
censure F.O. lightrk
fixture is eve
9 Door @ Conc. Wall
Scale: 3" = V-0"
- `--me:
welded
frame and
screw head
)r
out solid
..alant
m strip:
lercer Standard
940 and metal
pins 990
T.O. Slab
4 1 Carpet to Marmoleum Tile
Scale: 6" = V-0"
Insulation (t J
Ceiling joist: 3 5/8" 20 ga. @ 2'-0" o.c.
Align with suspended ceiling grid below.
�\
r
(e) glulam beam
B.O. e Beam
10-10
0 1-Hr rated ceiling:
(2) layers 5/8" type "x" gyp.bd.
0
0
(e) CMU wall
a
0
Note:
° See 2/78.1 for additonal information
3 ---
8.1
1-Hr rated Ceiling w/ Suspended
T-bar Ceiling Below
Scale: 1 1/2" = V-0" w
iaoa000
i
weep
I
6 Floor Drain @ Tile
Scale. 6 = 1 -0
St Joseph of
Cupertino School
10120 N. De Anza Blvd.
Cupertino, CA 95014
Pre-K Remodel / Addition
i
Alternative means & methods
06-14-10
Plan Check Resubmittal 3
1
Clarification #14
05-27-10
-
Plan Check Resubmittal 2
02-08-10
-
Plan Check Resubmittal
01-08-10
-
Plan Check / Bid
11-25-09
-
Owner Review
11-19-09
No. Revision Date 2
Floor drain
Silicone sealant
Crushed stone
Waterproofing memb.
over pre -sloped base
N7224
en.11-30-11
0,P CA16
john miller architects
Architecture, Planning, Restoration, Interiors
579 Clyde Avenue, Suite 300 T: 650.960-0500
Mountain View, CA 94043 F: 650.960-0555
Interior Details
Alternative means &methods
©2010 John Miller, Architect AIA
Scale:
As noted A8.2
3 File: St Jo Sch Cupertino/Wd set 9-2-09/ Job #151
8.1 int Details/ 8.2 int dtls
