Loading...
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 t vim- , rl '&A V.I. F. S-1 Cr - -t.-F Llb t�JKI_ Ir AWNING TYPE Al 3 SCALE 1/80=1'—On M41 9- It- ...... ..... .. ... ..... A F1 q Sheet: 14 Date: 10/21/15 Job #: 15-0133 Project: SJA-De Anza Professional Center By: BC Checker. SPD i ti 4�1 6 3#-7m 46.4* 8" 3' 0 Af AWNING TYPE A2 SCALE 1/8'=1'-0 �k U a f� C � O Y `U a N Q r to M � N O i CO m ai m .fl a m CO °� a li E > o m Q U ,G Ql O tab tU ti i Lm t) w U En r-I N N N CU N tf pN o '� 0 � C O X CALni aLL 3 W Z r " r w w Z z _.J., ..,.,w;__..._... ,_ .,�.,.,r.__.�,___.1__..,..�_ .._...�..,.,__;r., „�._.,r_z�._,�'� .�.�...,.,., � ,.�._w__1,�.,_,.• ems. TY LAI : + 11• �T IL d } ---i tt 17 1 7— _ : r : 4340 Stevens Creek Blvd. Suite 200 San Jose, CA 95129 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 I ; V.I.F. ' I ' 40.1' ! { t 8■ l ' : 1 N t ( � NA ' N l N G TYPE B _..._._ ... :_.._.. CM�..__ t J SCALE 1/8N=l'-0' • S e t ' e+ t U° l •/d , s P? �i,.l. ;v1 `.. 0'g __F..M....... ;.......... ' -. S� SS Ir .. wi�� , i � z i tt • o U) 20 C ce) o L6 (4 m 4j a) co n a) m = a 0 - Cf) LO 'wx it '.1 ....... . ..... �l F'F .. ........ . ......... 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 4 L 80 A 3 0 AWNING TYPE A3 —0" SCALE 1/8`1' I I ( -'/? 11. ) 1, 4 > D if —4 ...... .. ... 71;;' VIA (N L) a� c 0 U � co c m O Y c oU a ro N C Q 1 CO ��J V r Q --J o Lo U .- cn m �i V m m .o 0 ' � w 'o a > o E m O °' N r i ul M U N r-i rn N H LI) N V O w N NO y O o ai ° c = 3 �r +_ c O x 3 cn aLL 3 W o �z r r- r I .re w W z z qW I 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„ L, c :z- t� rr._j. cn .y y 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. O <n 6 Ct c �- m li 5 0 W W Ix W- C) o to In N c N �y: a Q� m 0 a N 0 W a. ya o W Ir a n- a cn co $ in in CM Lu 3 LL N -J o- C) co d od z;'. ® 0 �a 1001011,Z' o�v Ln � n M u CO t.. U O V O Ln LU 1� OS V ® M 0 W V w C) a yLr. Ln C) z I-- Cd W IL Z Q > CO Q z t6 Q Q UJ t\1 Z j � Q W Tom 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 —4—)- BUILDING I � i �?� �,, `��� GAO Rl— A ^AK NORTH KIRWIN LANE SITE PLAN/ BUILDING LOCATIONS 10601 SOUTH DE ANZA BLVD., CUPERTINO, CA 95014 NOT TO SCALE j �— 3k—O' OA2 <�?A3 < �16 Ao .2 <&A3 <�A FLASHING TO SIDE WALL PROVIDED AT THESE LOCATIONS <140A1 0 Al A1 OA2 <8A2 01 O1 �qj Opj NOT TO SCALE 0 a� NORTH C, C14 LL M QC tn to 0 O Ct < CL � tli Q � O ce 0 W Ix W X IL Q in E �, Uj LU CP C.4 LL 00 00 rA Zr Ln —M gn El airy 6 6. " S-5- 29.7* 35.8' U Z 8" Uj Amok M -2� -J (n Z F cy� >. x U 3'-0" > LLJ C) U. 0 0 AWNINGTYPE Al(/^``,AWNING TYPE A2 AWN I 1��C L� E 3 AWNING TYPE B .1 LU SCALE SCALE 1/8 -1 scALF SCALE LE 1/� Z Q 1 Z D 0 Vi 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 0 1� N 0 N o m m a m as o m0. a n m Ix ¢ v► gfl E cc o`"o W C M LL. u _J ~ CD 0 Z ; u+ V M Mn _. to LLA 9 L Z rLU V WJ UP lrN0 r , : Z Depar`�nent A1� z Building -®WJ MAR 09 2016; m N Z 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. Repubtication or redistribution of San lose Awning Company content without the express written consent of San Jose Awning Company is prohibited. F. Al � 2,> Al 17'-6* 13'-6* 13t- 90 Al 0 Al BRACKETS ALIGN WITH WINDOW FRAME TYP. I— �-o �j Ln P ai 0 C -H M 06 U. r'FIE]C5. F Ell, r-1 A -- — W 15'-6" 11 9" SIZ AWNING INSTALLATION SEE NOTES 1, 3 & 5 Icc, INSTALLATION NOTES: t M N07 TO SCALE W 1. ALIGN BOTTOM OF AWNINGS ACROSS BUILDING n ELEVATIONS TYPICAL, U.O.N. a 0 2. CENTER AWNINGS OVER WINDOWS AND DOORS a_ SEE COURTYARD ct 8 3 O B ELEVATIONS SHEET 7 39'-Wf 11 B TYPICAL, U.O.N. 0 cz a(n 3. CENTER AWNINGS OVER WINDOWS AND DOORS U) S TYPICAL U.O.N. MAINTAIN OVERHANG OF 12"± 4* 8 EACH SIDE. W 4. CENTER AWNINGS OVER WINDOWS AND DOORS LL C.4 TYPICAL U.O.N. ALIGN ENDS OF AWNINGS WITH EDGES OF WINDOWS TYPICAL. 0 5. VIF ALL DIMENSIONS co I -H C� ! 00 1 2 "C01[ 2 b Ll 38'-7" 39'-72a a U< z ZZ ga AWNING INSTALLATION SEE NOTES 1, 4 & CUPERTINO Z Building Depat-neni 16. 06 E z —HAT FLASHING THIS SPLIT FRAME MAR 0 9 2016 tn Ln LOCATION, SEE SHEET 16 REVIEWED FOR CODE COMPLIANCE 14 Al 'A ej 3 Al Al J U tl�- 9. (ETS ALIGN WITH 11 0 2 eviewed By L )OW FRAME TYP. 40'-10" 2 �25-8)/27 104 Ln -77' -H LJ Uj z U -C-4 25 Al \2 5- 8) /� Lu LW El EIE] ry'! k-�l .':11 c)/t;. Z -J Vl U 38'-10" 27'- 23'-8V CA 'U131 W- z 6 0 AWNING INSTALLA-I'lON SEE NOTES 1, 3 & 5 Cd ce -j 2! Z T BUILDC) INi NORTH EUVATION ce Lq NOT TO SCALE (D Copyright 2015 San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San Jose Awning Company. Cop yright Republication or redistribution of San Jose Awning Company content without the express written consent of San Jose Awning Company is prohibited. HAT FLASHING THIS SPLIT FRAME LOCATION, SEE SHEET 16 1g A2 17 A2 18 A2 29'-8" 9-11 13'-0" ip fit 9t]" 33 7v 7' 1IY2 W W inc O BRACKETS AUGN WITH o WINDOW FRAME TYP. L N r %� m U. M O t� W W El FIF] 00 Iri 27'-8" 7'-11Y2" r AWNING INSTALLATION SEE NOTES 1, 3 & 5 } BUILDING 1 - WEST ELEVATION LDING "i 0 oc INSTALLATION NOTES: W a W 0 d — B ELEVATIONS TYPICAL U 0 N co E 1. ALIGN BOTTOM OF AWNINGS ACROSS UI NOT TO SCALE d 8 1" 2. CENTER AWNINGS OVER WINDOWS AND DOORS TYPICAL, U.O.N. ,� oftS Ln M 3. CENTER AWNINGS OVER WINDOWS AND DOORS TYPICAL U.O.N. MAINTAIN W � OVERHANG OF 12" t EACH SIDE. J " d 4. CENTER AWNINGS OVER WINDOWS AND DOORS TYPICAL U.O.N. ALIGN ENDS OF AWNINGS WITH EDGES OF WINDOWS TYPICAL. a co 5. VIF ALL DIMENSIONS co 2 6. :AT12" IN EACH SIDE, AN�AT CENTER. ARMS � o 19 A3 20 A3 21 A3 22 A3 �. oeg a a �r O — — e �rr I � OI C Ln q CENTER CENTER- 2 Z U � �.� V D r AWNING INSTALLATION SEE NOTES 1, 2, 5 & 6 cd \ EB 7 Q7 'zmd Z } u�nq 0. aTI 6..'t ` - 1� -'�, O !»� U Building Department ;; :. BUILDING; 2 - EAST ELEVATION � ~ .,, - ® ® m MAR NOT TO SCALE_LU REVIEV,,JED FOR CODE COMPLIANCE Reviewed By*. - O 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 Awning Company is prohibited. HAT FLASHING THIS SPLIT FRAME LOCATION ONLY, SEE SHEET 16 - �..■ER EAST COURTYARD ELEVATION �2 � SOUTH COURTYARD ELEVAT 1I COS! C NOT TO SCALE SC(ALE: 1 /1 U0= 1'`O" O Al 29'-5" CENTER (29'-5-) SEE NOTES 1, 2, 5 & 7 INSTALLATION NOTES: 1. ALIGN BOTTOM OF AWNINGS ACROSS BUILDING ELEVATIONS TYPICAL, U.U.N. 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. 14 Al 34'-3" W W �tl vi o 0 m 5 a o 0 N O 0 Ln Q� t m cc r N 0 i Q I o X Q V) (D QE v co co Qi P LU C N Q u lLL. J .j � C) 00 ® n Z' z�; o w n ® C M M ® `° V n LLn .- h f� Z U 6 ....._ -- z CENTER (34'-3") 2 - 1� g C0 - �. ,' ' v �' SEE NOTES 1, 2, 5 & 7 „UPERTIN Ar f M Z D u WEST COURTYARD FLEVA-110Nc ;% NOT TO SCALE Building Departmenta- �, i m MAR 09 2016 y ® a REVIEWED FOR CODE COiAPLIANCE j ;� � � � ;¢ Z Reviewed By: ® Copyright 2015. San Jose Awning Company, Inc. All rights reserved. The design(s) included are the sole property of San )ose Awning Company. Republication or redistribution of San lose Awning Company content without the express written consent of San lose Awning Company is prohibited. r e TYPICAL PBU ROOF PANELS do FLASHING (SHOWN IN PARTIAL VIEW) TYP. 2x8 ALUM. TUBING PERIMETER FRAME MEMBERS AWNING #1 - ISOMETRIC VIEW i :r, i-` ;:. NOT TO SCALE WO SOLID STEEL ROD WITH CLEVIS #2.5 BOTH ENDS TYP. If 1-w TYP. 4x8 STEEL WALL BRACKET ! WITH WELDED STEEL FIN y ACING A%ft - 13_6. F."W"T■ r NOT TO SCALE 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. CUPERTINO i Building Department ., ✓ AT 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. Republication or redistribution of San Jose Awning Company content without the express written consent of San Jose Awning Company is prohibited. U- !'®� m U. 5 1 N W W W W o to Q C T m ate. a Q O W W CL E �t 8 C W C� M a N Q u_ LL J O to W.1 Ln s o o C Q+ o �® N u M co ®b b h LL { y H h c O M 00 i � ®ci vR � Ln n W Lu y�y G V z :C) U Z ®� W CLJ U 66 z Z F a V o a E a LW � cr o q 7470 SOLID STEEL ROD WITH CLEVIS #2.5 BOTH ENDS TYP., er 1 _0" Ty'. TYP. 4x8 STEEL WALL BRACKET f WITH WELDED STEEL FIN TYP. 2x8 ALUM. TUBING PERIMETER FRAME MEMBERS TYPICAL PBU ROOF PANELS & FLASHING (SHOWN IN PARTIAL VIEW) _o- 0 TYP. 1Y2 x % ALUM. INTERNAL ROOF SUPPORT MEMBER AWNING SPLIT FRAME SECTION LOCATION, SEE NOTE 4 AWNING #4, #6, #10 & #12 - ISOMETRIC: VIEW - - _ NOT TO SCALE 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. 0 o �- TYP. rO THROUGH BOLTS AT AWNING SPLIT FRAME SECTION, SEE DRAWING 1Yp AND DETAILS o� Building Depatneril MAR 0 � 2016 41, W 3: O i� m a 6� C N Ct M � W m 0 N IL ' W Q W W N W O9X a. Q a o a V- a rn E d° 8 IM W Ch W U. Q J 00 w J 00 � C P C) o 00 0 � O z H N h LM = M Ln nr T O LU Z- u z 0 ® W V C) LU U. 0 V„ �- ® 0 z o > W w Z Z o C � _ �e Sib'O SOLID STEEL ROD WITH CLEVIS #2.5 BOTH ENDS TYP. or TYP. 4x8 STEEL WALL BRACKET WITH WELDED STEEL FIN TYPICAL PBU ROOF PANELS & FLASHING (SHOWN IN PARTIAL VIEW) TYP. 1Ya x 1Yz ALUM. INTERNAL ROOF Mr SUPPORT MEMBER - 6- 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. VO THROUGH BOLTS AT AWNING SPLIT FRAME SECTION, SEE DRAWING AND DETAILS --- IA TYP. 2x8 ALUM. TUBING PERIMETER FRAME MEMBERS AIDINGzz AWNING SPLIT FRAME SECTION ACING LOCATION, SEE NOTE 4 AY,�ING ` ACING ` 29'1 ACING ` 2529'_. I Za\ CUP� III 9 Department Building AWNING #7f #sf #9f #13 & #14 - ISOMETRIC VIEW f 1,r NOT TO SCALE ;, -=n t MA 09 2016 f' 1 1 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. Republication or redistribution of San'Jose Awning Company content without the express written consent of San Jose Awning Company is prohibited. Ui N r m � M � W a W a c 0. " a m M ^ GSj a Uj a � a z to E co WC M C � IL r ti N G r O c W ® ii 00 LLJ s o o 2: �M ® z. ® •~ u 2: � =v B U. tn a Jft U a In I� f� F+ Z V 0 C+7 � C) V mi Z ®� Uj U. 0 0 0 z r_ W �7 z d z uj 0 C) a r I,! r %"0 SOLID STEEL ROD WITH CLEVIS #2.5 BOTH , ENDS TYP. TYP. 2x8 ALUM. TUBING PERIMETER FRAME MEMBERS 8" TYP. 48 STEEL WALL BRACKET WITH WELDED STEEL FIN TYPICAL PBU ROOF PANELS & _FLASHING (SHOWN IN PARTIAL VIEW) TYP. IX x ilia ALUM. INTERNAL ROOF SUPPORT MEMBER AWNING SPLIT FRAME SECTION LOCATION, SEE NOTE 4 TYP. X-0 THROUGH BOLTS AT AWNING SPLIT FRAME SECTION, SEE DRAWING AND DETAILS AVI NINC #5 & #1-1 -ISOMETRIC VIEW _ "- — --------- —NOT TO SCALE 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 3uilding Department MAR 09 2010 REVIE'%NED FOR CODE COMPLIANCE I— V' �z W `® 3ii !® O O N f� P M LO 6 o ,n r it a O a� m o W Ix a W a w W a a a 0 N tO E $ co - (� C W M c QQ�� J tlj J J 0 o 0 72 00 o. � ro r C ® a Z� �' ® e ♦tip M U _ rj Z'` ♦v�J ~� C b A � 7 - W � O .•, M r. r � o Cd z u ® W ULU Z ® Lam' Q ®' v; 0:31 C& z W LU u Z o m L d Z Cd U ,� Ln a s 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) N'O LAG BOLTS, SEE DETAIL SECTION VIEW SHEET 14 FOR BOLT LOCATIONS. 1 _04 TYP. 4x8 STEEL WALL rn'• BRACKET WITH WELDED STEEL FIN TYPICAL PBU ROOF PANELS & FLASHING (SHOWN IN PARTIAL VIEW) gib"O SOLID STEEL ROD WITH CLEVIS ##2.5 BOTH ENDS TYP. TYP. 1 h x 1 X ALUM. INTERNAL ROOF SUPPORT MEMBER AWNING SPLIT FRAME SECTION LOCATION, SEE NOTE 4 - ain7 Tn S(-ALF 8v TYP. 2x8 ALUM. PERIMETEF h AWNING #15, #17 & #18 - ISOMETRIC VIEW ~ TYP. )J"O THROUGH BOLTS AT AWNING SPLIT FRAME SECTION, SEE DRAWING i 1� p. AND DETAILS 11P, a, _ L NOT TO SCALE CUPERTIN wilding Depart a- IN W W rw N �9 E W W c Ct 3� J C O ^ c F- O 0 oa (n0 z .►..w� z . z Lqf ice` MAR 0 9 2016 I y ftEVIEW'zU FOR CODE UUrVU"LIAN E }"! Reviewed By; (2�L- 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 Jose Awning Company content without the express written consent of San Jose Awning Company is prohibited. m o W R o e. V) o M �r o �n � � a Z w z .4 W Z to U O Qj L6 Z u. ® r� ce ce a- z me L Z 0 v^ 36" 0 SOLID STEEL ROD WITH CLEVIS #2.5 BOTH ENDS TYP. e TYP. 4x8 STEEL WALL BRACKET WITH WELDED STEEL FIN �''Ta*6yOr TYPICAL PBU ROOF PANELS & FLASHING (SHOWN IN PARTIAL VIEW) 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 ACING #22 #21 + 29'-6r 6 AWNING #19, #20, .#21 & #22 - ISOMETRIC VIEW NOT TO SCALE �I D CUPERTINC 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. Republication or redistribution of San Jose Awning Company content without the express written consent of San Jose Awning Company is prohibited. w rM w �� � v=i 0 ® s to s Ct N r r � W Ce W Ce o r LO LO r ` r } m O � in M CL CC U) �p E w W C_ W J1 M n W U. N Q 1.- N `' J V J co -� C 00 es® o .- o 0 � o �Z y Oil z x ® LL 8 LM y W O W I.- z Z g v Q Z Z U ® V Z W ® 0 0 Z N Z sC LU bu Z G� r is-0t)± WALL BRACKET 8" TYP. TYPICAL AWNING SUPPORT ARM IY2" EQ. r4" TYP. X2" 1 U.O.N., TYPICAL Y2-0 LAG BOLTS THROUGH AWNING FRAME/ BUILDING WALL TO WOOD BACKING, SEE SECT10N VIEW DETAIL 1 SHEET 15 AWNING FRAME (NOTE: INTERNAL ROOFING SUPPORT MEMBER NOT SHOWN FOR CLARITY) 0109�_ W W . rM LL V) In a V LL. W o 0 0 W. VARIES0- ', SEE CL DRAWING < Cn E Uj Lu it sr LL 80 _j oo 8 _j A 0 cc 00 4" 4" 4-0 4" 4'rL CUPERTIN '51 no 3uilding Depa 2: _4 z MAR 09, 2016 C 15 REVIEVVE'D FOR CODE C0MPI_t1ACj!% < 5' GROUP ONE TO 5% P� 4( , -tA VERIFY BACKING 0 LM Reviewed By. .5 U1W U LM Q AWNING SPLIT FRAME WHERE OCCURS EQ. CENTER SUPPORT ARM & WALL BRACKET WHERE OCCUR, SEE AWNING FRAMEWORK TYPICAL X"O THROUGH BOLT AT AWNING SPLIT FRAME. BACKING NOTES: MINIMUM EDGE DISTANCE ON THE BACKING FOR THESE BOLTS IS 2", IN BOTH LOAD AND UNLOAD DIRECTIONS. A BACKING MUST CONTINUE A MINIMUM OF 2" BEYOND z 0 2 THE END OF BOLT ON BOTH SIDES. I.E. MINIMUM WIDTH W.1 OF BACKING IS 20". U Uj < Le) > SECTION VIEW FYPICAL FASTENERS MOUNTING PATTERN & LOCATIONS 00 SCALE: 1-1/2"=V-0' z Ln (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. Q 0 'Z � 2Y" i Y4" STEEL PL. 2" Ya" STEEL PL. l {i 01" 4" 2" R1Yga' I t OY2" TYP. x2 2J2`' FRONT VIEW SIDE VIEW WALL BRACKET DETAIL SCALE: 3"=1'--O" R1Ya" Y4" ALUM. PL, ALUM. FIN WELDED TO FRAME TYP. 3 ALUMINUM FIN DETAIL -- -- SCALE: .3"=V-0" Saa I 2" n LLB 0 CAULK ON TOP AND SIDES OF : 1 BRACKET TYPICAL I 1 'n X2"O LAG BOLT TO WOOD BACKING MIN. 2" EDGE WITH 3" MIN. THREADED EMBEDMENT : • DISTANCE TYP. INTO WOOD MEMBER TYP. (2) EACH — BRACKET U. TYP. WALL BRACKET, I > > SEE DETAIL :'� it 3" MI 6" #2.5 CLEVIS • til `I < 0 4 � >I STEEL ROD ;= j` MIN. 2" EDGE a °' m p DISTANCE TYP. .- Q Q a `J Q a 'c,•, "YII O OC Ix Q V) I, ! ('1 E $ co cc Uld 09 c u I LL ti d — MIN. 4" NOMINAL J ao (3X1" ACTUAL) ®v� CAULK SEALANT ON TOP OF WOOD BACKING 1A— REQUIRED, THIS oo FLASHING TYP. ;: SCREW TYP. WORK BY GC. OR U� z #12-14 ROOF �i OTHERS. � . ' o 2x6 FLASHING COLOR TO MATCH >� 1 ® _ ROOF PANEL TYP. ,i Z •® ROOF PANEL — ;'j� Z r .s TYP. V-0 THROUGH CUPER BOLTS AT AWNING i guild na De ' s p rtmenl. O 'M SPLIT FRAME, OCCURS WHERE 0 :+ ..(.I � I ��°.ae�''� U v MAR 0 20l6 —__ ROOF PANEL MOUNTING iV NEVIEVIED FOR CODE COMP NCE FASTENER SEE DETAIL 2 ;%x% ALUM TUBING iiewed Y- ee :D INTERNAL ROOF _ _ Z SUPPORT MEMBER TYP. iy2" MIN. 2" EDGE DISTANCE TYP. U.O.N. ON ISOMETRIC VIEW, USE X1"O LAG BOLT ^ t;,:, `7 f ", '. (A Z 1 TO WOOD BACKING �9�TH 3 MIN. THREADED ea :\ `� EMBEDMENT INTO WOOD MElABEfi TYP. 3 MIN. , t v7 . 2x8 ALUM. TUBING FRAME MEMBER IyF. I. r ` AWNING MOUNTING DETAIL.Cd 2' n ® 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. It 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 - F 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 -- - - - � NOT To SCALE . ' MA f �3rhent % - -- -_ R 0 ,; 2016 _ - - view - I ,- � - - - -' ODE COMPLIANCE Reviewed �_� - 1; ©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. 90E- V1 0 m s in N a N a o � N o co o E COl LU Uj �i M •:or 3 6V LL J J 00 Ln � a ..� 311-1112:` y a o o§0 M1 ® M ® s 4 r �'