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B-2016-1543CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS:
CONTRACTOR:
PERMIT NO:B-2016-1543
10601 S DE ANZA BLVD CUPERTINO, CA 95014-4451 (359 18 061)
SAN JOSE AWNING
COMPANY INC
SAN JOSE, CA 95110
OWNER'S NAME: Mr & Mrs KENNETHAND ANGELIKI TRUSTEE &
DATE ISSUED: 03/16/2016
FRANGADAKIS
OWNER'S PHONE: 408-859-7469
PHONE NO: (408) 350-7000
LICENSED CONTRACTOR'S DECLARATION
BUILDING PERMIT INFO:
License Class AWNINGS Lic. #63 858
Contractor SAN JOSE AWNING COMPANY INC Date 11/30/2017
X BLDG —ELECT —PLUMB
MECH RESIDENTIAL X COMMERCIAL
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.
JOB DESCRIPTION:
Installation of metal awnings and support arms at front of building (18
I hereby affirm under penalty of perjury one of the following two declarations:
awnings).
1. 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.
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
Sq. Ft Floor Area:
Valuation: $81000.00
permit is issued.
APPLICANT CERTIFICATION
ify that I have read this application and state that the above
information is correct. I agree to comply with all city and county ordinances
APN Number:
Occupancy Type:
and state laws relating to building construction, and hereby authorize
359 18 061
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
PERMIT EXPIRES IF FORK IS NOT STARTED
may accrue against said City in consequence of the granting of this permit.
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
Additionally, the applicant under tands and will comply with all non -point
source re ula ' s pe the Cup rtino Municipal Code, Section 9.18.�
180 DAYS FROM LAST CALLED INSPECTION.
� l40
p
Signature
Issued by: Sean Hatch
Date:
OWNER-111JILDERDECLARATION
I hereby affirm at I am exempt from the Contractor's License Law for one of the
RE -ROOFS:
following two re -ions:
All roofs shall be inspected prior to any roofing material being installed. If a roof is
1. I, as owner of the property, or my employees with wages as their sole
installed without first obtaining an inspection, I agree to remove all new materials for
compensation, will do the work, and the structure is not intended or offered for
inspection.
sale (Sec.7044, Business & Professions Code)
2. I, as owner of the property, am exclusively contracting with licensed
Signature of Applicant:
contractors to construct the project (Sec.7044, Business & Professions Code).
Date:
I hereby affirm under penalty of perjury one of the following three declarations:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
1. 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.
HAZARDOUS MATERIALS DISCLOSURE
2. 1 have and will maintain Worker's Compensation Insurance, as provided for by
I have read the hazardous materials requirements under Chapter 6.95 of the
Section 3700 of the Labor Code, for the performance of the work for which this
California Health & Safety Code, Sections 25505, 25533, and 25534. I will
permit is issued.
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
3. I certify that in the performance of the work for which this permit is issued, I
Health & Safety Code, Section 25532(a) should I store or handle hazardous
shall not employ any person in any manner so as to become subject to the
material. Additionally, should I use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District I
Worker's Compensation laws of California. If, after making this certificate of
will maintain compii wit the Cupertino Municipal Code, Chapter 9.12 and
exemption, I become subject to the Worker's Compensation provisions of the
the Hea & Safe ode, ections 5505, 25533, and 25534.
Labor Code, I must forthwith comply with such provisions or this permit shall
be deemed revoked.
Owner or authorized age
APPLICANT CERTIFICATION
Date, � / , / A ENCY
I certify that I have read this application and state that the above information is
CO STRU TI N LENDIN
correct. I agree to comply with all city and county ordinances and state laws
I hereby affirm that there is a c nstruction lending agency for the performance
'
relating to building construction, and hereby authorize representatives of this city
of work's for which this permit issued (Sec. 3097, Civ C.)
to enter upon the above mentioned property for inspection purposes. (We) agree
Lender's Name
to save indemnify and keep harmless the City of Cupertino against liabilities,
judgments, costs, and expenses which may accrue against said City in
Lender's Address
consequence of the granting of this permit. Additionally, the applicant understands
and will comply with all non -point source regulations per the Cupertino Municipal
ARCHITECT'S DECLARATION
Code, Section 9.18.
1 understand my plans shall be used as public records.
Licensed
Signature Date
Professional
CONSTRUCTION PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION n
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 -5;7,
(408) 777-3228 • FAX (408) 777-3333 • building(5),cupertino.org !G�
7 NEW CONSTRUCTION ❑ ADDITION k ALTERATION / TI REVISION / DEFERRED ORIGINAL PERTNUT
PROJECT ADDRESS APN R
o &0 I 56 a"T6>t pa A mzA W-vp I ?59
014R TER NAME - w I T AX N GAD A14lS
PHO?\
N L uI
STREET.4DDRESSo 3S Lk l4t
CITY, SATE, ZIP � a� s-O 1�
FAX
CONTACT NAME � iA �o A I A
PH9- 4 Z
NL4IL ^ Yl-�7 a _ r-014 , C0$41
STREET.ADD S$ f� ! LiLi 1
-ENT
CITY, STATE, G-AA o To
9'`
FAX
❑ OlVNER ❑ OWNER -BUILDER ❑ OWNER AG El CONTRACTOR ❑ CONTRACTOR AGENT ARCHITECT ❑ ENGA'EER ❑ DEVELOPER ❑ TENANT
CONTRACTOR NAME to aI
1�ArV_L. MJ %iAvJ6LK6Vsik
LICENSE NUMBER
CA LtG4 6311�5s
LICENSE TYPE
BUS. LIC n
2
COI,TP_ANY NAME
t)" J 656 Aw X1 N G
E-MAIL
►^'ti ��'�►ti @ S� ��s �?st��>th •Co
FAX
I
STREET ADDRESS
SF cNe7s7*vr s r
CITY, STATE, ZIP
ose Q'A q S1 o
P NE
-9. 3212-
ARCHITECT,'ENGINEER NAME / S
!�! !L
LICENSE.TUN2� ZZ f
!
BUS. LIC r
COMPANY NAME
J MAer1 �l ksS d c-1 AqW !h
E-ML&IL
�I- q
r �i a - yu, . (. w,&7
FAX
STREET ,ADDRESS nA�l17 � �(4I
CI�STATE�Iai� „ a 'I5b- \
PHONE
DESCRIPTION OFp\4'-O'TtK k-onNs• Metal ilve.M* A n! s 4 5�v v e + �/^y, ' 1 -/- jam/
/ � ' S �011L l ��//�
EXISTING USE
PROPOSED USE CONSTR.
TYPE '-,STORIES
USE
TYPE
OCC.
SQ.FT.
V.ALUATION (S)
EXISTG
NEW FLOOR
DEMO
TOTAL
AREA
AREA
AREA
NET AREA
BATHROOM
KITCHEN
OTHER
REMODEL AREA
REMODEL AREA
REMODEL AREA
PORCH AREA
DECK AREA
TOTAL DECK TORCH .ARE.A
GARAGE AREA: DETACH
❑ ATTACH
DWELLING UNITS:
IS .A SECOND UNIT ❑ YES
SECOND STORY ❑ Y-ES
BEING ADDED? No
ADDITION? No
PRE -_APPLICATION ❑ YES IF YES. PROVIDE COPY OF
IS THE BLDG .A.\ ❑ 1 ES
RECEI] ED BY TOTAL VALUATION:
PLANTING APPL 4, ❑ No PLATTING APPROVAL LETTER
EICHLER HOATE? ❑ No
/�/� 0
By my signature below, I certify to each of the following: I am the property owner or authorized anent to act on the property owner's behalf. I have read this
application and the information I have provided is correct. I have read the Description of \A7ork and verify it is accurate. I agree to comply with all applicable local
ordinances and state laws relating tolaiiitding co traction. 12 prize representatives of Cupertino to enter the above -identified property. for inspection purposes.
Signature of Applicant/Agent: v Date:
SUPPL' TTAL rNFOR14ATION RED
ITlew SFD or 1\4ultifamily d-wellings: Apply for demolition permit for
7
Oti ER THE COU\TER,x
BUILDI\G Pi��\ RE\ IER''
existincr building(s). Demolition permit is required prior to issuance of building
g
permit for new building.
❑ EGRESS x < x `x
PLA.\\L\G PLAT RED IE�§' i y L
Commercial Bldgs: Provide a completed Hazardous Materials Disclosure
❑ sTAiDARD
❑` PLBLICZ`ORi.S'
_
fonn if any Hazardous Materials are being used as part of this project.ft
r
LaRGEx
a
�;FIREDEPT Fjc y `z
_ Copy of Pla]>1ning Approval Letter or Meeting with Planning prior to
x a
A1.4JOR � �
❑ S A_\ITARY SE�i ER DISTRICT �
submittal of Building Permit application.
„
s
,a �; z .,.. ..:. .......
❑ : E\Y'IRO\METTAI,HEALTH'>� ...,.
Bldg 4pp_2011.doc revised 06121111
v
DUQUETTE
E N G I N E E R I N G
4340 Stevens Creek Blvd.
Suite 200
San Jose, CA 95129
Phone: (408) 615-9200
Fax: (408) 615-9900
(OFFICE CO PY
STRUCTURAL CALCULATIONS
November 24, 2015
SJA-De Anza Professional Center
Roof Style Aluminum Awnings
10601 South De Anza Blvd.
Curpertino, CA 95014
CUPE
, F'
Building Deparn
ram'"
MAR 0 9, 2Q3�
REVIEWED FOR CODE CONIPUA I E.
Reviewed By'.�-
No. S3019
Exp. 3-31-2017'
® NOT ACCEPTABLE
REVIEWED I
® REVISE AND RESUBM
IT
® REVIEWED AND CORRECTED .
Checking is only for conformance with the desgn concept o the
project and compliance with the information given
documents. contractor i site, for information f r di that pertainsension solely to
and correlation at the �
the fabrication processes or to techniques of construction. and for
coordination of the work of all trades, involved in the project.
�N DATE J �"
BY
JOB # 15-0133
4340 Stevens Creek Blvd.
Suite 200 I
San Jose, CA 95129 Date: 10/22/15
D U Q U E T T E Job* 15-0133
Phone: (408) 615-9200 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900 Roof Style Aluminum Awnings
VERTICAL LOADING
Metal Awning
Dead Load Live Load
Metal Roof Panel 1.00 psf �)2000 pi(�on�reduceatiie)
Frame 2.00 psf
DiagonaldStruts/Misc Frmg 1.00 psf
Miscellaneous 1.00 psf
Subtotal
4340 Stevens Creek Blvd. �J
Suite 200 Sheet: l!
-' San Jose, CA 95129 Date: 10/22/15
D U Q U E T T E Job M 15-0133
Phone: (408)00 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900-9900 Roof Style Aluminum Awnings
WIND DESIGN PRESSURE
Applicable Building Code: 2013 California Building Code & ASCE 7-10
Chapter 30 - Wind Loads: Components and Cladding (C&C)
Wind Pressure: P MND = qh (G Cp - G Cpi) (Eqn 30.4-1)
qh = qZ at the mean roof height
qZ = 0.00256 KZ Kzt Kd V2
KZ = the veloctiy pressure exposure coefficient defined in section 30.3.1 &. Table 30.3-1 .
K,t = the topographic factor defined in section 26.8.2 & Figure 26.8-1
Kd = the wind directionality factor defined in section 26.6 & Table 26.6-1
V = Basic Wind Speed determined from section 26.5 & Figure. 26.5-1 A .
GCP = extemal pressure coefficient determined from Figures 30.4-2A to 30.4-2C
GCPI = internal pressure coefficient determined from Table 26.11-1
Kz = 0.7 (Top of awnings 30 ft. - Exposure B)
K,1= 1.0
Kd = 0.85
V = 110.0
qZ = 18.43 psf
Therefore, qh = 18.43 psf
Effective Wind Area < 10 ftZ (min. wind area)
Roof Overhan
GCP = 0.30 or -1.7 (Zone 2)
GCP; = 0.18 or -0.18 (enclosed buildings -worst case scenarios for
max. down and up internal pressures)
p wwD = qh (G C p - G Cpi) = 8.85 psf OR -34.65 psf
since, p WIND download 5 +16.0 psf min. per ASCE 7-10, sec. 30.2.2, use p WIND = +16.0 psf, uplift OK!
p mND = qh (G C p - G Cpi) = 16.00 psf OR -34.65 psf
Plus and minus signs signify pressures acting toward and away from the surfaces, respectively.
4340 Stevens Creek Blvd.
Suite 200
San Jose, CA 95129 Sheet:
Date: 10/22/15
D U Q U E T T E Phone: (408) 615-9200 Job M 15-0133
Fax: (408) 625-9900 Project: SJA-De Anza Professional Center
E N G I N E E R I N G www.duquette-eng.com By: BC Checker. SPD
FRAMING DESIGN
IASD Applicable load combinations (CEC 20131605.3.1)
I
1 Eqn 16-8 D i I
Eqn 16-10 D + Lr I
Eqn 16-12 D+ 0.6W
Eqn 16-13 D +0.75Lr+ 0.75(0,6)W
I
Eqn 16-15 0.6D 0.6W
_ D +
1
Vertical Loading Lr = 20 psf)
I
--------------
f
}
1
t
{
i
{ i -
_ r.
D - 5.00 psf D 5.00 psf i
Lr = 20:00 ;psf E _
s Lr 20.001psf }
:
i
W 34 6
i1
W — 16.00 !psf: 1 = - f 5 I ps �
l_
f
3 -
3
Eqn 16-8 5.00 psf Eqn 16-8 5.00 psf' 1
Eqn 16-10 25.00 psf Eqn 16-10 25.00 psf; '
2
Eqn 16 12 14.60 Psf Eqn 16-12 -15.79
Eqn 16-13 { 27.20 psf Governs Download I E(�n 16-13. i 4.41ipsf !- (
I
i tan 16-15 12.601 Psf, i ► 1 ( i ► Eqn 16-15-17.791 psf, l Governs Uplift{ ,
.............
E
0
cn
t�o
w
w
N
T-1
LA 0)
a)
ulD
Ln
Ln
u
00
0
4+
(D
=$
>
0
ej
4�
6
S
C)
cr
Z
(f) rq
0 cu
a
q* :L�
en
0 X
= M
,:* CA=3
(n
m L.L
4340 Stevens Creek Blvd.
Suite 200 Sheet: Cj
San Jose, CA 95129 Date: 10/22/15
D U Q U E T T E Job #: 15-0133
Phone: (408) 615-9200 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900
Roof Style Aluminum Awnings
TYPICAL FRONT/BACK BAR DESIGN (TYPE Al & A2)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.61) + 0.6W
Loading Summary:
D = 5.00 psf
Lr = 20.00 psf
W = 16.00 psf
D+0.75Lr+0.45W will govern design,
W D+0.75Lr+0.45w = 27.20 psf .
Tributary Width = 1.50 ft (Awning No. 12 governs)
M o-w.Mr+0.46W = [27.20 psf x (1.50 ft) x (Member Span^2)] / 8 = 5.10 x (Member Spa02)
Tube Section:
ALUM TUBE 2.00x8.00x0.125
W = 2.00 in t = 0.125 in S x = 4.3625 An'
H = 8.00 in
Allowable Aluminum Bending Stress: (6061 T6)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment:
M ALLOW = Fb X Sx
ALUM TUBE 2.00x8.00xO.125
M ALLOW = 91.614 k-in = 7634.5 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 2.00x8.00xO.125
Maximum Span = 38.69 ft. > Lmax = 19.58 ft OK!
Deflection (Dead Load Only)
ALUM TUBE 2.00x8.00xO.125 Ix = 17.45020 in'
S = - 0.141 in U 1670 >_ U240 OK!
USE ALUM TUBE 2.00 x 8.00 x 0.126
4340 Stevens Creek Blvd.
Suite 200
San Jose, CA 95129
D U Q U E T T E Phone. (408) 615-9200
E N G I N E E R I N G Fax: (408) 615-9900
Sheet: U
Date: 10/22/15
Job #: 15-0133
Project: SJA-De Anza Professional Center
Roof Style Aluminum Awnings
TYP. LONGITUDINAL INTERNAL SUPPORT DESIGN (TYPE Al & A2)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.613 + 0.6W
Loading Summary:
D = 5.00 psf
Lr = 20.00 psf
W = 16.00 psf
D+0.75Lr+0.45W will govern design,
W O+0.75Lr+0.45W = 27.20 psf
Tributary Width = 1.50 ft (Awning No. 8 governs)
M 6+0.75Lr+0.45W = [27.20 psf x (1.50 ft) x (Member Span"2)] / 8 = - P 5.10 z (Member Span"2)
Tube Section:
ALUM TUBE 1.50x1.50x0.125
W = 1.50 in t = 0.125 in S X = 0.2912 ins
H = 1.56 in
Allowable Aluminum Bending Stress: (6061-T6)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment:
MALLOW = Fb x Sx
ALUM TUBE 1.50x1.50x0.125
M ALLOW = 6.116 k-in = 509.7. lb-ft-
Maximum Span (based on moment capacity):
ALUM TUBE 1.50x1.50x0.125
Maximum Span = 10.00 ft. > Lmax = 8.18 ft OKI
Deflection (Dead Load Only)
ALUM TUBE 1.50x1.50x0.125 IX = 0.21842 in'
8 = 0.342 in U 287 - �t U240 OKI
USE ALUM TUBE 1.50 x 1.50 x 0.125
mj 3 4340 Stevens Creek Blvd. -7
1 Suite 200 Sheet:
1 San Jose, CA 95129 Date: 10/22/15
D U Q U E T T E Job #: 15-0133
Phone: 8) 61-990000 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900 Roof Style Aluminum Awnings
TYP. TRANSVERSE INTERNAL SUPPORT DESIGN (TYPE Al & A2)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.61) + 0.6W
Loading Summary.
D = 5.00 psf
Lr = 20.00 psf
W = 16.00 psf
D+0.75Lr+0.45W will govern design,
W D+0.75Lr+0.45W = 27.20 psf
Tributary Width = 8.18 ft (Awning No. 8 governs)
M. D+o:75Lr+o.45W = _ [27.20 psf x (8.18 ft) x (Member Span"2)] / 8 = . 27.81 x (Member.Span"2)
Tube Section:
ALUM TUBE 1.50x1.50x0.125
W = 1.50 in t = 0.125 in S X = 0.2912 in
H = 1.50 in
Allowable Aluminum Bending Stress: (606146)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment:
M ALLOW = Fb x Sx
ALUM TUBE 1.50x1.50x0.125
M ALLOW = 6.116 - k-in . = 509.7 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 1.50x1.50x0.125
Maximum Span = 4.28 ft. > Lmax = 3 ft OK!
Deflection (Dead Load Only)
ALUM TUBE 1.50xl.50x0.125 I,� = 0.21842_ in
8 = 0,034 in U 1065 >_ U240 OK!
USE ALUM TUBE 1.60 x 1.50 x 0.126
I �( 4340 Stevens Creek Blvd. /�
Suite 200 Sheet: � 7
-� San Jose, CA 95129 Date: 10/22/15
DUQUETTE Job*15-0133
Phone: (408) 615-9200 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900 Roof Style Aluminum Awnings
TYPICAL FRONT/BACK BAR DESIGN (TYPE B)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10. D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.61) + 0.6W
Loading Summary.
D =
5.00
psf
Lr =
20.00
psf
W =
16.00
psf
D+0.75Lr+0.45W will govern design,
W D+0.75Lr+0.45W = 27.20 psf
Tributary Width = 1.96 ft (Awning No. 11 governs)
.M D+6.75Lr+0.45W = [27.20 psf x (1.96 ft) x (Member Span^2)] / 8 = . 6.66 x (Member Span^2)-
Tube Section:
ALUM TUBE 2.00x8.00xO.125
W = 2.00 in t = 0.125 in S x = 4.3625 ins
H = 8.00 in
Allowable Aluminum Bending Stress: (0061-T6)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment:
M ALLOW = Fb x Sx
ALUM TUBE 2.00x8.00xO.125
M ALLOW = 91.614 k-in = 7634.5 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 2.00x8.00xO.125
Maximum Span = 33.85 ft. > Lmax = 18.26 ft OKI
Deflection (Dead Load Only)
ALUM TUBE 2.00x8.00xO.125 IX = 17.45020 in'
8 = 0.139 in U 1575 z U240 OKI
USE ALUM TUBE 2.00 x 8.00 x 0.125
4340 Stevens Creek Blvd.
Suite 200 Sheet:
San Jose, CA 95129 Date: 10 22/15
D U Q U E T T E Job #: 15-0133
Phone: (40800 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900-9900 Roof Style Aluminum Awnings
TYP. LONGITUDINAL INTERNAL SUPPORT DESIGN (TYPE B)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.61) + 0.6W
Loading Summary:
D = 5.00 psf
Lr = 20.00 psf
W = 16.00 psf
D+0.75Lr+0.45W will govern design,
W D+0.75Lr+0.45W = 27.20 psf
Tributary Width = 1.96 ft (Awning No. 11 governs)
M D+0.75Lr+0.45W = [27.20 psf x (1.96 ft) x (Member Span^2)] 18 = 6.66 x .(Member Span^2)
Tube Section:
ALUM TUBE 1.50x1.50x0.125
W = 1.50 in t = 0.125 in S x = 0.2912 inzs
H = 1.50 in
Allowable Aluminum Bending Stress: (6061 T6)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment
M ALLOW = Fb x Sx
ALUM TUBE 1.50x1.50x0.125
M ALLOW = 6.116 k-in = 509.7 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 1.50x1.50x0.125
Maximum Span = 8.75 ft. > Lmax = 6.49 ft OK!
Deflection (Dead Load Only)
ALUM TUBE 1.50x1.50x0.125 Ix = 0.21842 in
8 = 0.177 in U 439 z U240 OK!
USE ALUM TUBE 1.60 x 1.50 x 0.125
4340 Stevens Creek Blvd. 10
®( Suite 200 Sheet:
San Jose, CA 95129 Date: 10/22/15
D U Q U E T T E Job*15-0133
_ Phone: (408)00 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900-9900 Roof Style Aluminum Awnings
TYP. TRANSVERSE INTERNAL SUPPORT DESIGN (TYPE B)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.613 + 0.6W
Loading Summary:
D =
5.00
psf
Lr =
20.00
psf
W =
16.00
psf
D+0.75Lr+0.45W will govern design,
W o+0.75L.r,0A5w = 27.20 psf
Tributary Width = 6.49 ft (Awning No. 11 governs)
M D+0.75U,►OAM = [27.20 psf x (6.49 ft) x (Member Span^2)] / 8 = . 22.07 x (Member"Span^2)
Tube Section:
ALUM TUBE 1.50x1.50x0.125
W = 1.50 - in t = 0.126 in S , = 0.2912 ins
H = 1.50 in
Allowable Aluminum Bending Stress: (6061 T6)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment
M ALLOW = Fb x Sx
ALUM TUBE 1.50x1.50x0.125
M ALLOW = 6.116 k-in = 509.7 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 1.50x1.50x0.125
Maximum Span = 4.81 ft. > Lmax = 3.02 ft OKI
Deflection (Dead Load Only)
ALUM TUBE 1.50x1.50x0.125 IX = 0.21842 in'
8 = 0.078 in U 602 >_ U240 OKI
USE ALUM TUBE 1.50 x 1.50 x 0.125
4340 Stevens Creek Blvd.
Suite 200 Sheet: 11
-� San Jose, CA 95129 Date: 10/22/15
D U Q U E T T E Job #: 15-0133
Phone: (408) -990000 Project: SJA-De Anza Professional Center
E N G I N E E R I N t3 Fax: (408) 615-9900 Roof Style Aluminum Awnings
TYPICAL FRONT/BACK BAR DESIGN (TYPE A3)
Applicable Load Combinations (CBC 2013 1605.3. 1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.6D + 0.6W
Loading Summary:
D = 5.00 psf
Lr = 20.00 psf
W = 16.00 psf
D+0.75Lr+0.45W Will govern design,
W D+0.75Lr+0.45W = 27.20 psf
Tributary Width = 1.50 ft (Awning No. 19, 20, 21, 22 governs)
M D+0.75Lr+OA5W [27.20 psf x (1.50 ft) x (Member Span^2)j /.8 = 5.10 x - (Member.Span^2)
Tube Section:
ALUM TUBE 2.00x8.00x0.125
W = - 2.00 in t = 0.125 in S X = 4.3625 ins
H = 8.00 in
Allowable Aluminum Bending Stress: (606146)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment
M ALLOW = Fb x SX
ALUM TUBE 2.00x8.00xO.125
M ALLOW = 91.614 k-in = 7634.5 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 2.00x8.00xO.125
Maximum Span = 38.69 ft. > Lmax = 13.55 ft OK!
Deflection (Dead Load Only)
ALUM TUBE 2.00x8.00xO.125 IX = 17.45020 ir"
S = 0.032 in U 5038 >_ U240 OK!
USE ALUM TUBE 2.00 x 8.00 x 0.125
4340 Stevens Creek Blvd.
Suite 200
San Jose, CA 95129
iliT0iTF.TTF.
Phone: (408) 615-9200
E N G I N E E R I N G Fax: (408) 615-9900
Sheet: V.-..
Date: 10/22/15
Job #: 15-0133
Project: SJA-De Anza Professional Center
Roof Style Aluminum Awnings
TYP. LONGITUDINAL INTERNAL SUPPORT DESIGN (TYPE A3)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn 16-8 D
Eqn 16-10 D + Lr
Eqn 16-12 D + 0.6W
Eqn 16-13 D +0.75Lr+ 0.45W
Eqn 16-15 0.61) + 0.6W
Loading Summary:
D = 5.00 psf
Lr = 20.00 psf
W = 16.00 psf
D+0.75Lr+0.45W will govem design,
W D+0.75Lr+0.45W = 27.20 psf
Tributary Width = 1.50 ft (Awning No. 19, 20, 21, 22 governs)
M D+OJ5Lr+0.45W = .[27.20 psf x (1.50 ft) x (Member Span^2)] / 8 = 5.10 x (Member Span"2)
Tube Section:
ALUM TUBE 1.50x1.50x0.125
W = 1.50 in t = 0.125 in S x = 0.2912 in'
-H = 1.50 in
Allowable Aluminum Bending Stress: (6061-T6)
Fb = 0.6 x 35 ksi = 21.0 ksi
Allowable Moment:
M ALLOW = Fb X Sx
ALUM TUBE 1.50x1.50x0.125
M ALLOW = 6.116 k-in = 509.7 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 1.50x1.50x0.125
Maximum Span = 10.00 ft. > Lmax = 7.38 ft OK!
Deflection (Dead Load Only)
ALUM TUBE 1.50x1.50x0.125 Ix = 0.21842 in
8 = 0.227 in U 390 >_ U240 OK!
USE ALUM TUBE 1.50 x 1.50 x 0.125
4340 Stevens Creek Blvd.
Suite 200 Sheet.
-� San Jose, CA 95129 Date: 10/22/15
D U Q U E T T _E Job* 15-0133
Phone: (408) 00 Project: SJA-De Anza Professional Center
E N G I N E E R I N G Fax: (408) 615-9900-9900 Roof Style Aluminum Awnings
TYP. TRANSVERSE INTERNAL SUPPORT DESIGN (TYPE A3)
Applicable Load Combinations (CBC 20131605.3.1):
Eqn_ 16-8 D
Eqn 16-10 D + Lr
Eqn 16=12 D + 0.6W
Eqn 16-13 D +0.75Lrt 0.45W
Eqn 16-15 0.61) + 0.6W
Loading Summary:
D =
5.00
psf
Lr =
20.00
psf
W =
16.00
psf
D+0.75Lr+0.45W will govern design,
W D+oasLr+o.asw = 27.20 psf
Tributary Width = 7.38 ft (Awning No. 19, 20, 21, 22 governs)
M o+0.75Lr+0:asw = [27.20 psf x (7.38 ft) x (Member'Span^2)] / 8 = 25.08 x (Member.Span^2)
Tube Section:
ALUM TUBE 1.50x1.50x0.125
W = 1.50 in t = 0.125 in S x = 0.2912 in
H = 1.50 in
Allowable Aluminum Bending Stress: (606146)
Fb = 0.6 x 35 ksi = . 21.0 ksi
Allowable Moment:
M ALLOW = Fb x S.
ALUM TUBE 1.50x1.50x0.125
M ALLOW = 6.116 k-in = 509.7 lb-ft
Maximum Span (based on moment capacity):
ALUM TUBE 1.50x1.50x0.125
Maximum Span = 4.51 ft. > Lmax = 3 ft OKI
Deflection (Dead Load Only)
ALUM TUBE 1.50x1.50x0.125 Ix = 0.21842 in
4
8 = 0.030 in U 1182 z U240 -OKI
USE ALUM TUBE 1.60 x 1.50 x 0.125
�7r
D U Q U E T T E
E N G I N E E R I N G
4340 Stevens Creek Blvd.
Suite 200
San Jose, CA 95129
Phone: (408) 615-9200
Fax: (408) 625-9900
www.duquette-eng.com
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Sheet: 14
Date: 10/21/15
Job #: 15-0133
Project: SJA-De Anza Professional Center
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I� U Q U E T T E Phone: (408) 615-9200
Fax: (408) 625-9900
E N G I N E E R I N G www.duquette-eng.com
duquette-eng.com
L' —---GYP V__
Sheet: t Cp
Date: 10/21 /15
Job #: 15-0133
Project: SJA-De Anza Professional Center
By: BC Checker: SPD
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4340 Stevens Creek Blvd.
Suite 200
San Jose, CA 95129
D U Q U E T T E Phone: (408) 615-9200
Fax: (408) 625-9900
E N G I N E E R I N G
www.duquette-eng.com
Sheet: 100
Date: 10/21/15
Job#: 15-0133
Project: SJA-De Anza Professional Center
By: BC Checker. SPD
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IN
10601 SOUTH DE ANZA BLVD., CUPERTINO, CA 95014
INTERNAL ROOF STYLE ALUMINUM AWNINGS
Revision A Date: 11 /24/2015
REVISION HISTORY
Rev.
Date
Remarks
10/7/2015
ENG. RELEASE
REVISED AWNING TYPE A3 PER ARCHITECT COMMENTS AND V.I.F.,
MODIFIED AWNING TYPE A3 DIMENSIONS, AWNING 19-22. ADDED
HAT FLASHING FOR AWNING #14, REVISED AWNING #5 & #11
10/28/2015
MOUNTING FASTENERS USE WO LAG BOLTS PER ENGINEERING
SHOW AWNING &
COMMENTS. CHANGED ELEVATIONS TO #1, #8 #14
TO ALIGN WITH THE ADJACENT AWNINGS, THE DISTANCE BETWEEN
AWNING AND STOREFRONTS WILL BE REDUCED AT THESE
LOCATIONS.
REVISED DRAWING PER ARCHITECT'S COMMENTS, CHANGED AWNING
®
11/11/2015
HEIGHTS TYPE Al. A2 & TYPE B TO 3'-5" AND SJA PARTIAL
V.I.F.
REVISED AWNING 9, 10, 12 & 13 WIDTH DIMENSIONS PER V.I.F.
DATED 11.17.2015, REVISED AWNING 5. 8, & 11 WIDTH DIMENSIONS
3
Q
11/24/2015
PER V.I.F. DATED 11.23.2015, REMOVED V.I.F. NOTES FOR AWNING
19 TO 22. UPDATED & CORRECTED AWNING TYPICAL OVERHANGE
1'-0"f DETAIL 1 SHEET 14.. ADDED FLASHING DETAIL SHEET 16.
REVIEWED ® NOT ACCEPTABLE
® REVISE AND RESU13MIT
® REVIEWED AND CORRECTED
Checking is only for conformance with the design concept of the
project and compliance with the information givan in the contract
documents. Contractor is responsible for dimension confirmation
and correlation at the job site, for information that pertains solely to
the fabrication processes or to techniques of construction, and for
coordination of the work of all trades involved in the project.
BYVZJJ1Ze_DATEJJ dqA*
WMWMMW
Mpg
DATEs 4:fL�-J s
PLANNING
tj P
CUPERTINO
CUPERTINO
Building Department
LIAR 0 -q 2010
REVIEWED FOR CODE COMPLIANCE
Reviewed By-
Please note that the attached plans and details differ from, and are contrary to the construction
documents. These shop drawings have been created to be substantially in compliance with the
architect's intent.
Following are some of the ways these plans are different from the construction documents:
Metal Awning:
• Mounting & backing required will be as shown on SJA shop drawings.
• Backing is required as will be provided by GC. or others per these shop drawing.
• Awning framework will be standard nower coat finish.
Engineering Clarification: San Jose Awn g 1 nd ' tai he
awnings/sunshades and the fasteners to u' ingEly.ZhUli theing su ort th se
structures is the responsibility of the engineer of record.
t ! ti 1, �' .. i �a p
a7 i4 ..l,7vCtl S}3:1t <<"14f;i(?�:4i3i'i 49I iit1." ?` `+I7(li} 23i:7b�i'S7f; � �i{'Ce.F3f' .mil E�4 �J 311t;. 9� di:'. t6'e. C��[: 1 to3�'i
"tic r,onfr;lry to lhe L4t915iWilctdTaS= 0. cse tae}tt�lli�..
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION - CUPERTINO
This set of plans and specifications MUST be kept at the
job site during construction. It is unlawful to make any
changes or alterations on same, or to deviate
therefrom, without approval from the Building Official.
The stamping of this plan and specifications SHALL iVOT
;. E up. rrmo bo held to permit or to be an approVdfbf the violation
Alves Di
of an rocvisI c; of any City Ordinance or State Law.
s , ,TE
a v�
sit
SITE L®CATION
' IAA-l:l•ll;n, lul
1 1owi sue Anza Blvd 4„
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VICINITY MAP
10601 SOUTH DE ANZA BLVD., CUPERTINO, CA 95014
�u e
NTS.
C Copyright 2015 San Jose Awning Company,, Inc All rights reserved The,dt;0gn(s) included are the sole pr6perty of San Jose Awning Company.
Repuliiieation or redistribution of San jiyse tiwntirtg Cbirrpariy contcnf'`wt�I�csut ttte�cttpre3S writ to consent of San J®e Awning Coins any is pcahlbrted.
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SCOPE OF WORK
16 INTERNAL ROOF STYLE ALUMINUM AWNINGS N
GENERAL NOTES: �
M kJ
MATERIAL SPECIFICATION:
1 ROOF: METAL SALES® PBU ROOF PANEL 24 GA., 3/4" HEIGHT, 36" COVERAGE, TOP
SIDE OF PANEL STANDARD KYNARO FINISH COLOR TO BE:
0
• DARK BRONZE #50
C
UNDERSIDE OF ROOF PANEL FACTORY FINISH COLOR OFF-WHITE. 'o
2 SUPPORT ARM: Sib" O.D. SOLID STEEL ROD WITH LS #2.5 CLEVIS BOTH ENDS TYP.
o ci y
WALL BRACKET: Y4" THICK STEEL BASE PLATE WITH WELDED Ya" THICK STEEL FIN m
ASTM-500 U.O.N. _ °G
3 ALUMINUM FRAME: 2" x 8 1Ya" x 1N', ALL .125" THICK ALUMINUM TUBING 6061-T6, ; a a
6063-T5/T52 U.O.N. °� V)
a � a in
4 .ALUMINUM FRAME FINISH - SANDBLAST FRAMES AND FINISH WITH TWO COATS OF
BAKED -ON POWDER COAT PAINT. FINISH COLOR TO BE: S in
Ch co
• CARDINAL BRONZE IjtBR-23 w
U.
7 ALL SCREWS, BOLTS WILL BE ELECTROGALVANIZED ZINC FINISH & CORROSION
RESISTANT. 0Cc
8 ALL MOUNTING BRACKETS TO BE POWDERCOAT PAINTED TO MATCH AWNING °- O c"
Go
FRAMEWORK. •�
9 ALL MOUNTING FASTENERS WILL BE TOUCH-UP PAINTED TO MATCH ADJACENT .�
SURFACE TYPICAL.
Z" �o
FABRICATION/ INSTALLATION: ®� ,® u M
�sZ�
12 AWNING FRAME WITH MULTIPLE FRAME SECTIONS TO BE CONNECTED ON SITE BY USING
cc g
rO THROUGH BOLTS TYP., SEE DRAWING & DETAILS. Z `I�"
13 ALL WELDS WILL BE Ya" MIN. FILLET WELDS TYPICAL U.O.N.
14 PROVIDE WELDED CLOSURE FOR ALL OPEN TUBING MEMBERS TYP. IF ANY
qh
W � O
N
15 FOR AWNING MOUNTING HEIGHTS, SEE ELEVATION AND DETAILS. j o
-
16 WHERE AWNINGS GO INTO RECESSED OPENINGS, AWNINGS WILL HAVE A MAXIMUM OF 1" _._ . ,_- ,=
EACH SIDE FOR THE INSTALLATION CLEARANCE TYPICAL.
GROUP ONE TO VERIFY THIS WORK WITH FIELD CONDITIONS
� o
C
` � 17 USE LAG BOLTS TO ATTACH AWNING FRAME TO WALL WITH WOOD BACKING WITH 3" � Z U
,UP � ent MIN. THREAD EMBEDMENT INTO WOOD MEMBER TYP., WOOD BACKING REQUIRED &
:� (3uilding ®ePert7�► PROVIDED BY GC. OR OTHERS, SEE DETAILS.
Rue18 ALL PENETRATIONS THROUGH THE STUCCO WILL BE PRE -DRILLED = N Uj
a
AND CAULKED WITH SIKAFLEX® 15-LM PRINTABLE CAULK PRIOR i' 1r t 1L7�i� e+� Z � a
TO INSERTING THE MOUNTING FASTENERS TYP., CAULK COLOR u
j 4 >;\ . _ 's j�., _ :`:
�pLIANCE WILL BE BEST MATCH TO FRAME COLOR. ® "' Z
EVIE�ED FOR CODE C 20 CAULK ABOVE FLASHING TYPICAL, SEE DRAWING AND DETAIL._ ,c�,rf`v' § ® ® ®� e
Reviewed �' ; l e
i to Q < w
�. Q t--
. Z 0
O Copyright 2015 San lose Awning Company, Inc. AIt rights reserved. The design(s) included are the sole property of San Jose Awning Company:
Republication or redistribution of San lose Awning Company content without the express written consent of San Jose Awning Company is prohibited.
- BUILDING 2
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BUILDING I
� i �?� �,, `��� GAO
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NORTH
KIRWIN LANE
SITE PLAN/ BUILDING LOCATIONS
10601 SOUTH DE ANZA BLVD., CUPERTINO, CA 95014 NOT TO SCALE
j
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OA2
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< �16 Ao
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FLASHING TO SIDE WALL PROVIDED
AT THESE LOCATIONS
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NOT TO SCALE
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AWNINGTYPE Al(/^``,AWNING TYPE A2 AWN I 1��C L� E 3 AWNING TYPE B
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Q copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
Republication or redistribution of San lose Awning Company content without the express written consent of San lose Awning Company is pii6hibited.
d
i
AWNING SCHEDULE
No.
Type Overall Width
Overall Width I
Height
Projection
# Support
# Frame
Color
Remarks
(Proposed)
(V.I.F.)
Arms
Sections
17'-6"
2 2
1
2
_
- •
1 —6"
� 2
1
3
13'-9"
2
1
4
35'-11"
3
{{
2 I
5
38'-4"
38'-5r
3'-5" ) 3'-11" 3 f
2 i
6
^
36'-6"
I 3
2
SJA TO PROVIDE HAT FLASHING AT AWNING FRAME SPLIT
_ 7
29'-0"
i 3
2
-8
- 32'-6"
I. 32'-8yp
V_5" 3'-0" { 3
2
9
30'-0"
29 -5"
i 3
2
10
34'-10"
34°-3"
3
1
2
11
38'-4"
_
39'—Oil"
3'-5" I 3'-11" 3
2
12
39'=4'
I 40'-10
3
2
sa GC. TO ENSURE PROPER SUPPORT ARM BACKING, -SEE NOTE
'
13
29'-0"
29'-8)J"
3'-5" i 3'-0" 3
2
1
i
2
SJA TO PROVIDE HAT FLASHING AT AWNING FRAME SPUT
14
-
25'
3
15
{ 9'-7"
2
1
1fi
29'-8"
a 3
2
SJA TO PROVIDE HAT FLASHING AT AWNING FRAME SPLIT
2
1
18
13'-0"
I 2
1
19
29'-6"
29'-6"
3
2
0
29'-6"
I 29'-6"
I 3
2
21
3 �-
29'-6" 29'-6"
2'-4Y�" 3'-0"
I 3
2
j
i
29'-6"
j 29'-6"
I I 3
2
'
1
TOTAL # SUPPORT ARMS 60
*DIMENSIONS TO BE V.LF. (VERIFIED IN FIELD), AIWING/SUNSHADE TO BE FABRICATED BASED ON VI.F. DIMENSIONS.
** GC
OR 07HERS MUST PROVIDE & ENSURE ADEQUATE BACKING PER SJA SPECIFICATION AT THOSE SUPPORT ARM LOCA]70NS WHERE AT CURRENT (101712015) GLASS PANEL WINDOWS EXISTENCE.
AWNING SCHEDULE
N/A
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Building -®WJ
MAR 09 2016; m
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REVIEV`ED FOR CODE COMPLIANCECie
Reviewed By:
(D Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The designs) included are the sole property of San lose Awning ompany.
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HAT FLASHING THIS SPLIT FRAME
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O Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company -
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HAT FLASHING THIS SPLIT FRAME
LOCATION ONLY, SEE SHEET 16
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2. CENTER AWNINGS OVER WINDOWS AND DOORS TYPICAL, U.O.N.
3. CENTER AWNINGS OVER WINDOWS AND DOORS TYPICAL U.O.N. MAINTAIN OVERHANG
OF 12" ± EACH SIDE.
4. CENTER AWNINGS OVER WINDOWS AND DOORS TYPICAL U.O.N. ALIGN ENDS OF
AWNINGS WITH EDGES OF WINDOWS TYPICAL.
5. VIF ALL DIMENSIONS
6. ALLOW 1" CLEARANCE FOR AWNING INSTALLATION AT ADJACENT WALL TYPICAL.
7. ARMS AT 12" IN EACH SIDE, AND AT CENTER.
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2. ROOFING WILL SHED WATER TOWARD THE FRONT OF THE AWNINGS
JUST BEHIND THE FRONT PERIMETER MEMBER, SEE DETAIL.
3. ROOFING PANELS WILL NOT SEAL TO THE FRAMING MEMBERS AT
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CUPERTINO
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v MAR 0 9 2016
REVIEVVEU FOR CODE COMPLIANCE
Reviewed By-
® Copyright 2015 San lose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
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REVIE\NED FOR CODE COMPLIAANCE
Reviewed By'
t,
CD Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
Republication or redistribution of San Jose Awning Company content without the express written consent of San Jose Atoning Company is prohibited.
NOTES:
ES:
1. ROOFING WILL BE WATERPROOF AT THE TOP OF EACH PANEL BY MEAN OF
FLASHING TO WALL, SEE DETAIL.
2. ROOFING WILL SHED WATER TOWARD THE FRONT OF THE AWNINGS JUST
BEHIND THE FRONT PERIMETER MEMBER, SEE DETAIL.
3. ROOFING PANELS WILL NOT SEAL TO THE FRAMING MEMBERS AT EACH
SIDE OF EACH FRAME SECTION. NO HAT FLASHING WILL BE PROVIDED AT
FRAME SPLICE LOCATIONS.
4. AWNING CONSISTS OF (2) EQUAL FRAME SECTIONS, FRAME SECTIONS TO
BE CONNECTED ON SITE VIA (4) Y2.0 LAG BOLTS, SEE DETAIL SECTION
VIEW SHEET 14 FOR BOLT LOCATIONS.
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2. ROOFING WILL SHED WATER TOWARD THE FRONT OF THE AWNINGS JUST
BEHIND THE FRONT PERIMETER MEMBER, SEE DETAIL.
3. ROOFING PANELS WILL NOT SEAL TO THE FRAMING MEMBERS AT EACH
SIDE OF EACH FRAME SECTION. NO HAT FLASHING WILL BE PROVIDED AT
FRAME SPLICE LOCATIONS.
4. AWNING CONSISTS OF (2) EQUAL FRAME SECTIONS, FRAME SECTIONS TO
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VIEW SHEET 14 FOR BOLT LOCATIONS.
TYP. VO THROUGH BOLTS AT AWNING
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AND DETAILS
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REVIE\NED FOR CODE COMPLIANCE
Reviewed By"
© Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
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NOTES:
1. ROOFING WILL BE WATERPROOF AT THE TOP OF EACH PANEL BY MEAN OF
FLASHING TO WALL, SEE DETAIL.
2. ROOFING WILL SHED WATER TOWARD THE FRONT OF THE AWNINGS JUST
BEHIND THE FRONT PERIMETER MEMBER, SEE DETAIL.
3. ROOFING PANELS WILL NOT SEAL TO THE FRAMING MEMBERS AT EACH
SIDE OF EACH FRAME SECTION. NO HAT FLASHING WILL BE PROVIDED AT
FRAME SPLICE LOCATIONS.
4. AWNING CONSISTS OF (2) EQUAL FRAME SECTIONS, FRAME SECTIONS TO
BE CONNECTED ON SITE VIA (4) rO LAG BOLTS, SEE DETAIL SECTION
VIEW SHEET 14 FOR BOLT LOCATIONS.
AWNING
AWNING
USE %"0 LAG BOLTS TO ATTACH
AWNING FRAME TO WALL W/ WOOD
BACKING WITH 3" MIN. EMBEDMENT FOR
THESE AWNING #5 &
i
Reviewed By. /-Vvv,—
0 Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San lose Awning Company.
Republication or redistribution of San lose Awning Company content without the express written consent of San lose Awning Company is prohibited.
I� CUPER`fINO
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MAR 09 2010
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2. ROOFING WILL SHED WATER TOWARD THE FRONT OF THE AWNINGS JUST
BEHIND THE FRONT PERIMETER MEMBER, SEE DETAIL.
3. ROOFING PANELS WILL NOT SEAL TO THE FRAMING MEMBERS AT EACH
SIDE OF EACH FRAME SECTION. NO HAT FLASHING WILL BE PROVIDED AT
FRAME SPLICE LOCATIONS.
4. AWNING CONSISTS OF (2) EQUAL FRAME SECTIONS, FRAME SECTIONS TO
BE CONNECTED ON SITE VIA (4) N'O LAG BOLTS, SEE DETAIL SECTION
VIEW SHEET 14 FOR BOLT LOCATIONS.
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STEEL FIN TYPICAL PBU ROOF PANELS &
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ENDS TYP.
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Q Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
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NOTES:
1. ROOFING WILL BE WATERPROOF AT THE TOP OF EACH PANEL BY MEAN OF
FLASHING TO WALL, SEE DETAIL.
2. ROOFING WILL SHED WATER TOWARD THE FRONT OF THE AWNINGS JUST
BEHIND THE FRONT PERIMETER MEMBER, SEE DETAIL.
3. ROOFING PANELS WILL NOT SEAL TO THE FRAMING MEMBERS AT EACH
SIDE OF EACH FRAME SECTION. NO HAT FLASHING WILL BE PROVIDED AT
FRAME SPLICE LOCATIONS.
4. AWNING CONSISTS OF (2) EQUAL FRAME SECTIONS, FRAME SECTIONS TO
BE CONNECTED ON SITE VIA (4) X-0 LAG BOLTS, SEE DETAIL SECTION
VIEW SHEET 14 FOR BOLT LOCATIONS.
TYP. 1h x 1Yz ALUM. INTERNAL
ROOF SUPPORT MEMBER
TYP. rO THROUGH BOLTS AT AWNING
SPLIT FRAME SECTION, SEE DRAWING
AND DETAILS
TYP. 2x8 ALUM. TUBING
PERIMETER FRAME MEMBERS
AWNING SPLIT FRAME SECTION AWNING #19 = 29
LOCATION, SEE NOTE 4 A1�IN #20 - 29'_6r
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6
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NOT TO SCALE
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wilding Departure
MAR 09 2016
REVIEVvED FOR CODE
COMPLIANC
Reviewed BY.
C7
C0 Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
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BACKING NOTES:
MINIMUM EDGE DISTANCE ON
THE BACKING FOR THESE
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AND UNLOAD DIRECTIONS.
A BACKING MUST CONTINUE A
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(D Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
Republication -or redistribution of San Jose Awning Company content without the express written consent of San lose Awning Co . mpany is prohibited.
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® Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company.
Republication or redistribution of San Fosse Awning Company content without the express written consent of San Jose Awning Company is prohibited.
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SELF TAPPING SCREWS TYP. @ 12"f O.C. STITCH SCREWS FACTORY
FACTORY FINISH TO MATCH ROOFING FINISH TO MATCH ROOFING
98'
ROOFING WILL NOT SEAL q
AT END LOCATIONS NEXT 6"--.- COLOR 2"
TO FRAME MEMBER - I I T T 4" fi T SIDE
HEM
36" COVERAGE TYP.- 6"
24 Go., 36" WIDE PBU ROOF PANEL, SEE --
SCOPE OF WORK FOR COLOR INFORMATION
FLASHING PROFILE
(2 SCALE: 3"=1'-0"
.� TYPICAL PBU"PANEL FASTENING PATTERN DETAIL
SCALE: 1-1 /2"- 1'-0"
AV."
HAT FLASHING AT
0Y" AWNING SPLIT -
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EL SELF FRAME LOCATION
EW TYP.
VARIES,
SEE DETAIL
AWNING SPLIT FRAME LOCATION
COLOR SAME AS
ROOFING PANEL
COLOR TYP.
ISOMETRIC VIEW 2 a" 2rY8"
SECTION VIEW1
`--p PLAN VIEW (LAID FLAT)
" RTI SALE:
HAT FLASHING DETML, AWNING b, #14�, #16 ONLY � A '30ding De
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view -
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- - - -' ODE COMPLIANCE
Reviewed �_� -
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©Copyright 201 S San Jose Awning Company, Inc. All rights reserved. The desigi � (s) indlu" eYathe sole property of San Jose Awning Company.
Republication or redistribution of San Jose Awning Company content without the express written consent of San Jose Awning Company is prohibited.
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