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BPAT2014-1036r �� : Contractor: CRYSTAL tBLUE POOLS AND PATIOS CRYSTAL BLUE POOLS A -P TIOCT 2 7 2014 U� 31166 ORANGE AVE 31166 ORANGE AVE NUEVO, CA 92567 NUEVO, CA 92567 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT (951)906-2761 Llc. No.: 846843 --------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and rofessions Code, and my License is in full force and effect. License Class: C53. B License No.: 8468 Date: /O 27I/4 Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fro the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Secti n 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 a Labor I shall forthwith comply with those provisions. Date: /6 0 b Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSA ON COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above• mentioned property for inspection purposes. Date: �� 'Z� Signature (Applicant or Agent): C& VOICE (760) 777-7125 78-495 CALLE TAMPICO 0 D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 10/27/2014 Application Number: BPAT2014-1036 Owner: Property Address: 53180 AVENIDA HERRERA MARIA CRUZ APN: 774054009 53180 AVENIDA HERRERA Application Description: 204SQ FT AMERIMAX PATIO COVER AT SIDE YARD LA QUINTA, CA 92253 Property Zoning: Application Valuation: $2,300.00 t1 n f1 : Contractor: CRYSTAL tBLUE POOLS AND PATIOS CRYSTAL BLUE POOLS A -P TIOCT 2 7 2014 U� 31166 ORANGE AVE 31166 ORANGE AVE NUEVO, CA 92567 NUEVO, CA 92567 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT (951)906-2761 Llc. No.: 846843 --------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and rofessions Code, and my License is in full force and effect. License Class: C53. B License No.: 8468 Date: /O 27I/4 Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fro the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Secti n 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 a Labor I shall forthwith comply with those provisions. Date: /6 0 b Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSA ON COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above• mentioned property for inspection purposes. Date: �� 'Z� Signature (Applicant or Agent): ,r FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT- PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT, PAID PAID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 ` PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 TOTALS:00 Description: 204SQ FT AMERIMAX PATIO COVER AT SIOE YARD CHRONOLOGY Type: PATIO COVER Subtype: Status: SUBMITTED Applied: 10/27/2014 SKH Approved: Parcel No: 774054009 Site Address: 53180 AVENIDA HERRERA LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 217 Lot: 16 Issued: UNIT 21 CONTACTS Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $2,300.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CITY Details: PATIO COVER - 204 SQ FT SOLID PATIO COVER AT SIDE YARD. [AMERIMAX ENGINEERING] 2013 CALIFORNIA BUILDING CODES. Printed: Monday, October 27, 2014 1:31:03 PM 1 of 2 RWYSTEMS CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVE NUEVO CA 92567 CONTRACTOR CRYSTAL BLUE POOLS AND PATIOS 31166 ORANGE AVE NUEVO CA 92567 OWNER MARIA CRUZ 53180 AVENIDA HERRERA LA QUINTA CA 92253 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS 561473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 BSA: $0.00 Printed: Monday, October 27, 2014 1:31:03 PM 1 of 2 RWYSTEMS Printed: Monday, October 27, 2014 1:31:03 PM 2 of 2 UEY SYSTEMS CLTD� DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY PATIO COVER, STD, 101-0000-42404 0 $97.17 $0.00 OPEN PATIO COVER, STD, 101-0000-42600 0 $95.72 $0.00 OPEN PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00 SMI -RESIDENTIAL 101-0000-20308 0 $0.50 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00 TOTALS:• •r Printed: Monday, October 27, 2014 1:31:03 PM 2 of 2 UEY SYSTEMS Mbel� Bin # , City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012 " Building Permit Application and Tracking Sheet Permit # Project Address: g V ec Owner's Name: -7— A. P. Number: A. Address: '5 3 k gj Q ArV e n w C',f Legal Description: City, ST, Zip: —^ l Contractor: S Telephone: :a'•'•.'; ->::v:+.:>;.::<:::; ->v:.<:• Address: ?j I ( to (o Project Description:`` , xAll vyna- woo Ck City, ST, Zip: N V e - V o CA G'j 2 �CA.T o per! Telephone: >> State Lic. 4: Oq6 8 3 City Lie. C Arch., Engr., Designer: Address: City., ST, Zip: Telephone: i Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic- #• • rlt-li a '> r,.:>.x=:::? »::;:?;>::>2>::z; ............ ......................:................... Name of Contact Person: e,� r l Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: tt APPLICANT: DO NOT WHITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES. Plan Sets Plan Check submitted ( _ Item Amount Structural Cates. Reviewed, ready for corrections Plan Clieck Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrcctionsrissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. R.O.A. Approval Plans resubmitted Grading IN ROUSE:- 'rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees �� S.S;+ V^"%q !MEIN 0 A =A ►. _ UUK QQNSTRI TION SY' `, ALUMINUM STUB POST n nAno AATAI ALUM RAr -1 RAFTER SCR DOUBLE HES )ETAIL -1-32 RAFTER 0 UNDERHUNG DOUBLE RAFTERS ICC ESR1398 (2012 IBC) 9/29/2013 2"X6.625" ALUM RAFTERS USE TWO #14 SMS' FOR 10 PSF/115 MPH EXP C FOUR #1'4 SMS FOR ALL OTHERS ' RAFTERS USE FOUR #14 SMS FOR 10 PSF/115 MPH EXP C FIVE #14 SMS FOR ALL OTHER LOADS SCREWS REQUIREMENTS ARE PER RAFTER MATC CFW019QMVQUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATEP11- L( Y & �6 X32 DOUBLE RAFTERS C68139 04015 Q�ppESS)o, All G B m D CO 13 J A ao, menet . Cl , _ ii 28921 US Hwy 74 �PRomoland, CA 92585 EXTERIOR HOME PRODUCTS CAUF� ar: CP OCT 02 2013 Component Parts & Con nec ,on De ails Page 21 of 66 NTS For Potio_ C _Commercial Lattice Structures Engineer's Stamp Irw�' LT04-2012 4 of 4 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Super Six (Sin le Span DetaiL N3, A 3.5'x12" Super 12 (Single Span) Detail D 2.5"x 12" Mark X Single Span Detail B 2"x6" Flat Panel Single Span Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B lExposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C 1 ps (In). 110 1 115 1 110 115 psf) in 110 1 115 110 115 sf) in 110 1 115 110 115 p (in) 110 1 115 110 115 10 0.01812'-8" 8'-11" " 12'-1" 10'-8" 8'-3" 10 0.018 -4 12'" 6'S" 10'-11" 10'-11" 10 0.018 8'-2" 7'-10" V-11" 6'-7" 10 0.018 11'-3" 10'-9" 9'-0" 8'-8" LIVE 0.024 15'-6" 14'-9" 13'-3" 12'-8" LIVE 0.024 14'-0" 13'-5" 12'-4" 12'-4" LIVE 0.024 12'-2" 11'-9" 10'-10" 10'-8" LIVE 0.024 12'-11" 12'-7" 11'-11" 11'-11" 15'-3" 0.032 1T-0" 165" 15'-8" 15'-7" 15'-2" 0.032 16'-5" 1111-101, 15'-9" 14'5" 14'-6" 13'-1" 0.032 13'-4" 12'-11" 12'3" 12'-3" 14'-2" 0.032 14'-13'-1"13'-9" 'IT -1" 13'-1" 13'-1" 16'-7" 0.036 17'-8" 17'-2" 16'-3" 16'-3" 16'-11" 0.036 1 T-7" 16'-10" 15'-6" 15'-6" 13'-5" 0.036 13'-10" 13'-5" 12'-9" 12'4' 14'4' 0.036 14'-9" 14'4" 13'-7" 13'-7" 20 0.018 10'-6" 9'-4" 8'-11" 8'-3" 20 0.018 B'-3" 7'-10" 7'-1" 6'4. 20 0.018 7'-1" V-10" 6'S" 6'5" 20 0.018 8'S" 8'-3" 7'-10" 7 -8 - LIVE 0.024 12'-9" 12'-4" 12'-0" 11'-8" LIVE 0.024 11'-6" 11'-2" 10'-10" 10'-6" LIVE 0.024 9'-3" 9'-0" 8'-7" 8'-4" LIVE 0.024 11'-3" 10'-10" 10'-T' 9'-4" 12'-7" 0.032 14'-11" 14'-8" 14'-4" 14'-1" 11'-8" 0.032 13'5" INA" 12'-9" 174" 10'-9" 0.032 11'-8" 11'-5" 11'-3" 11'-0" 12' 6" 0.032 12'5" 12'-3" 12'-0" 11.-9- 13'-8" 0.036 15'-6" 15'-3" 14'-11" 14'-8" 13'-3" 0.036 14'-6" 14'-0" 13'-T' 13'-3" 11'-0" 0.036 12'-2" 11'-11" 11'-8" 11'-5" 12'-11" 0.036 12'-11" 12'-8" 12'-5" 12'-3" 25 0.018 10'5" 74" V-11" 8'-3" 25 0.018 8'-3" T-10" 7'-1" 6'-9" 25 0.018 T-1" 6'-10" 6'-6" 6'-5" 25 0.018 8'S" 8'-3" 7'40" T-8" 9'-11" 0.024 12'-9" 12'-4" 11'-8" 11'-8" 7'-9" 0.024 11'-2" 11'-2" 10'-6" 10'-6" 8'-3" 0.024 9'4" 9'-0" 8'-7" 8'4' 10'-10" 0.024 10'-10" 10'-10" 9%6" 9'-4" 12'-2" 0.032 14'-11" 14'-8" 14'-1" 14'-1" 11'-2" 0.032 13'-1" 13'-1" 174" 12'-4" 10'-4" 0.032 11'-5" 11'5" 11'-0" 11'-0" 12'-3" 0.032 12'-3" 12'-3" 11'-9" 11'-9" 13'3" 0.036 165" 15'-3" 14'-8" 14'-8" 12'-8" 0.036 14'-0" 14'-0" 13'-3" 13'-3" 10'-8" 0.036 11'-11" 11'-11" 11'-5" 11'-5" 12'-8" 0.036 12'-8" 12'-8" 12'-3" 12'-3" 30 0.018 9'-1" 8'-11" 8'S" 8'3" 30 0.018' T-5" 7'-1" 6'-6" V-3" 30 0.018 6'-8" 6'-6" 6'-3" 6'-1" 30 0.018 8'-0" 7'-10" 7'-6" 74" 9' 4" 0.024 11'-8" 11'-8" 11'-1" 11'-1" 7'-1" 0.024 10'-0" 10'-6" 9'-4" 9'-2" 7'-9" 0.024 8'-9" 8'-7" 8'-2" 8'4" 10'-3" 0.024 9'4' 9'-6" 9'-1" 8'-11" 11'-6" 0.032 14'-1" .14'-1" 13'-7" 13'-T' 10'-4" 0.032 12'-4" 174" 11'-9" 11'-9" 9'-9" 0.032 11'-0" 11'-0" 10'-8" 101-8" 11'-9" 0.032 11'-9" 11'-9" 11'-4" 11'-4" 12'-6" 0.036 14'-8" 14'-8" 14'-2" 14'-2" 11'-9" 0.036 13'-3" 13'-3" 12'-7" 12'-7" '10'-1" 0.036 11'-5" 11'-5" 11'-1" 11'-1" 12'-3" 0.036 12'3" 12'-3" 11'-10" 11'-10" 40 0.018 8'-4" 8'-2" T-10" T-9" 40 0.018 6'-3" V-0" 5'-6" 5'-4" 40 0.018 6'-1" V-0" 5'-9" 5'-8" 40 0.018 7'-4" 7'-2" V-11" V-10" 8'-5" 0.024 10'-7" 10'-T' 9'-6" 9'-4" 6'-0" 0.024 9'-2" 8'-11" 8'-7" 8'-5" 7'-0" 0.024 8'-0" 7'-10" 7'-T' 7'-5" 9'-4" 0.024 8'-11" 8'-9" 8'-5" 8'-3" 10'-5" 0.032 13'-0" 13'-0" 12'-5" 12'-5" 8'41" 0.032 11'4' 11'-3" 10'-9" 10'-9" 8'-10" 0.032 9'-11" 9'-8" 9'-4" 9'-2" 11'-0" 0.032 11'-0" 11'-0" 10'4' 10'-9" 11'-4" 0.036 13'-9" 13'-9" 13'-3" 13'3" 10'-3" 1 0.036 12'-0" 12'-0" 11'-6" 11'-6" 9'4" 0.036 10'-7" 10'4" 9'-7" 9'-5" 11'-5" 0.036 11'-5" 11'-5" 11'-2" 11'-2" 60 0.018 7'-3" 0'-0" 0'-0" 0'-0" 60 0.018 0'-0" 0'-0" 0'-0" 0'-0" 60 0.018 5'1l" 0'-0" 0'-0" 0'-0" 60 0.018 6'-4" V-0" 0'-0" 0.024 7'-0" 0.024 B'-9" V-9' V-0" 0'-0" 4'-4" 0.024 .7'S" V-0" 9.0 0'-0" 5'-9" 0.024 6'-11" 0'-"0'-0"0'-0" 0.024 T-8" 0.024 7'-9" 0'-0" 0%0"0.032 0.032 8'-7" 8'-7" 10'-10" 10'-10" 10'-10" 10'-10" V-9" 0.032 9'4' 0'-0" 0'-0"0'-0" 0.032 T-3" 0.032 8'-7" 0'-0" 0'-0" 0'-0" 9'S" 0.032 9'-6" 0'-0" 0'-0"0.036 !00.,__1000__ 9'-5" 9'-5" 11'-6" 11'-6" 1 V-6" 11'-6" T-11" 0.036 10'-0" 0'-0" 0'-0" 0'-0" 7'-6" 0.036 8'-10" 0'-0" V-0" 0'-0" 10'-1" 0.036 10'-1" 10'-1" 0'-0" TABLE 4.1 TABLE 4.2 TABLE 4.3 TABLE 4.4 N3 A 3 6•Y19" Ri mar Y 19' Marl, X rMnlficnanl rlah it R MAY OVERHANG 25% OF THEIR Fl.f P-1 Antall N9 r: Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C ps (in) 110 1 115 110 115 psf) in 110 1 115 110 115 ( (in) 110 1 115 110 115 (pso in) 110 1 115 110 115 10 0.018 10'-1 9'-8" 8'-11" " 8'-11" 10 0.018 8'-1" T-6" 6'-6" 6'S" 10 0.018 8'-0" T-7" 6'-11" 6'-11" 10 0.018 11'-3" 10'-9" 9'-11" 9'-11" LIVE 0.024 12'-6:: 11'-11" 11 0 11'-0" LIVE 0.024 11'-0" 10'-4" 9'-1" 9'-1" LIVE 0.024 10'-6" 10'-0" 9'-3" 9'-3" LIVE 0.024 12'41" 12'-7" 11'-11" 11'-11" 0.024 0.032 15'-3" 14'-T' 13'-5" 13'-5" MAX 0.032 15'-2" 14'-3" 12'-10" 12'-10" 0.024 0.032 13'-1" 17-6" 11'-6" 11'-6" 12' 0.032 14'-2" 13'-9" 13'-1" 'IT -1" 0.024 0.036 16'-7" 15'-10" 14'-8" 14'-8" 12' 0.036 16'-11" 16'-0" 14'-5" 14'-5" 0.032 0.036 13'-5" 12'-10" 11'-10" 1V_10111 13' 0.036 14'4' 14'4' 13'4" 13'-7" 20 0.018 8'-3" 8'-0" 7'4' 7'-6" 20 0.018 5'-9" 5'-5" 5'-2" 4'-1" 20 0.018 6'-5" 6-3" V-0" V-10" 20 0.018 9'-3" 9'-0" 8'-8" 8'-6" LIVE 0.024 10'-3" 9'-11" 9'-8" 9'4" LIVE 0.024 8'-2" 7'-9" 7'-5" T-1" LIVE 0.024 8'-7" 8'-3" 8'4- 7'-9" LIVE 0.024 11'-3" 10'-10" 10'-7" 10'-3" 0.036 0.032 12'-7" 12'-2" 11'-10" 1 V-6" MAX 0.032 11'-8" 11'-2" 10'-9" 10'4' 0.036 0.032 10'-9" 10'-4" 10'-1" 9'-9" MAX 0.032 12' 6" 12'3" 12'-0" 11'-9" 0.036 0.036 13'-8" 13'4' 12'-10" 12'-6" MAX 0.036 13'-3" 12'-8" 12'-2" 11'-9" Minimum number of screws Is on per panel 0.036 11'-0" 10'-8" 10'4" 10'-1" FAR PANFL/HFADFR COMRINATIONS 0.036 12'-11" 12' 8" 12'-5" 12'-3" 25 0.018 8'-0" 8'-0" T-6" 7'4" 25 0.018 5'-5" 5'-5" 4'3" 4'-1" 25 0.018 6'3" 6'3" V-10" 5'-10" 25 0.018 9'-0" 9'-0" 8'-6" 8'-8" 0.024 9'-11" 9'-11" 9'-4" 9'4' 0.024 7'-9" T-9" 7'-1" 7'-1" 0.024 8'-3" 8'-3" 7'-9" T-9" 0.024 10'-10" 10'-10" 10'-3" 10'-3" 0.032 12'-2" 12'-2" 11'-6" 11'-6" 0.032 11'-2" 11'-2" 10'4- 10'4" 0.032 10'-4" 10'-4" 9'-9" 9'-9" 0.032 12'-3" 12'-3" 11'-9" 11'-9" 0.036 13'3" 13'3" 17-6" 12'-6" 0.036 12'-8" 12'-8" 11'-9" 11'-9" 0.036 10'-8" 10'-8" 10'4" 10'-1" 0.036 12'-8" 12'-8" 12'-3" 12'-3" 30 0.018 T5" 7'-6" 7'-2" 7'-2" 30 0.018 4'-6 4'-3" T-11" 3'-9" 30 0.018 5'-10" 5'-10" 5'-6" 5'-6" .30 0.018 8'-6" 8'-6" 8'-0" 8'-0" 0.024 9' 4" 9'-4" 8'-10" 8'-10" 0.024 7'-1" T-1" 6'S" 6'S" 0.024 7'-9" 7'-9" 7'-4" T-4" 0.024 10'-3" 10'-3" 9'-9" 9'-9" 0.032 11'-6" 11'-6" 10'-11" 10'-11" 0.032 10'-4" 10'-4" 9'-T' 9'-7" 0.032 9'-9" 9'-9" 9'-3" 9'-3" 0.032 11'-9" 11'4' 11'-4" 11'-4" 0.036 12'-6" 12'-6" 11'-11" 11'-11" 0.036 11'-9" 11'4' 11'-0" 11'-0" 0.036 '10'-1" 10'-1" 9'-T' 9'-7" 0.036 12'-3" 12'-3" 11'-10" 11'-10" 40 0.018 V-10" 6'-10" 6'-6" 6'-0" 40 0.0183'-9" 3'-8" 3'5" 3'-3" 40 0.018 5'3" 5'-3" 4'-8" 4'-7" 40 0.018 7'$" 7'-8" T-4" T-4" 0.024 8'-5" 8'-5" 8'-1" 8'-1"().024 6'-0" 6'-0" V-7" 5'-T' 0.024 7'-0" T-0" 6'-8" 6'-8" 0.024 9'-4" 9'4" V-11" 8'-11" 0.032 10'-5" 10'-5" 10'-0" 10'-0" 0.032 8'41" 8'41" 8'-5" 8'-5" 0.032 8'-10" 8'-10" 8'-5" 8'-5" 0.032 11'-0" 11'-0" 10'-9" 10'-9" 0.036 11'-4" 11'-4" 10'40110'40 0.036 10'-3" 1 10'-3" 9'-8" 91-8" 0.036 9'4" 9'4" 8'-8" 8' 8" 0.036 11'-5" 11'-5" 11'-2" 11'-2" 60 0.018 5'-7" 5'-7" 5'-7" 5'-7" BO 0.018 2'-11" 0'-0" 0'-0" 0'-0" 60 0.018 4'-3" 0'-0" 0'-0" 0'-0" 60 0.018 6' 4" 6' 4" 6'-4" 6' 4" 0.024 7'-0" 7'-0" 7'-0" 7'-0" 0.024 4'-4" 0'-0" 0'-0" 0'-0" 0.024 5'-9" 5'-9" 5'-9" 5'-9" 0.024 T-8" 7'-8" 7'-8" 7' 8" 0.032 8'-7" 8'-7" 8'-T' 8'-7" 0.032 V-9" 6'-9" 6'-9" V-9" 0.032 T-3" 7'-3" 7'-3" 7'-3" 0.032 9'S" 9'-6" 9'S" 9'S" 0.036 9'-5" 9'-5" 9'-5" 9'-5" 0.036 T-11" T-11" 7'-11" 7-11" 0.036 7'-6" 7'-6" T-6" 7'S" 0.036 10'-1" 10'-1" = 10'4" J. ICC ESR1398 (2012 WTM29/2013 I AULL 4.0 Page 22 8ftlz 4.1 *V W - Way -P1101 J* DEL 013 OCT 02 2013 Headers BLE MAXIMU LLOJDR IBUTAR WIDTH AND #10 SCREWS (in) FOR PANE C0MBINATIO S Dble 2x6.625 Table 4.9 4' Panel # of #10 screws R FOO to attach anel to header Headers Gauge1 2 1 3 2 3 4 2 3 1 4 1 6 RF Fascia (in) 115 m h Ex 13 115 mph Ex C 140 mph Ex C Dble 2x6.625 0.018 3' 6' 9' 4' T 9' 3' 4' 6' MAX RF Fascia 0.018 3' 6' MAX 4' MAX MAX 3' MAX MAX MAX 3x8 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX All Others 0.018 3' 6' 9' 4' 7' 9' 3' 4' 6' MAX Dble 2x6.625 0.024 4' 8' 12' 6' 9' 12' 4' 6' 8' MAX RF Fascia 0.024 4 '- MAX MAX - 6'-- MAX MAX 1 4' MAXMAX All Others MAX 3x8 0.024 4' 8' '12' 6' 9' 12' ` 4' 6' 8' MAX All Others 0.024 4' 8' 12' 6' 9' 12' 14! 6' 8' MAX Dble 2x6.625 0.032 4' 9', 13' 6, . 10' 13' '' 4' 6' 9' 13' RF Fascia 0.032 5' MAX MAX T MAX 7' 15' MAX MAX MAX 3x8 0.032 6' 11' MAX 8' 12' 7' 15' 8' 11' MAX All Others 0.032 6' 11' MAX 8' 12' MAX .5' 8' 11' MAX Dble 2x6.625 0.036 4' 9' 13' 6' 10' 13' 14' 6' 9' 13' RF Fascia 0.036 5' MAX MAX 7' MAX MAX i5' 7' MAX MAX 3x8 0.036 6' 12' MAX 8' 13' MAX 6' 8' 11' MAX All Others 0.036 6' 12' MAX 9' 13' MAX ,_6' 9' 12 L MAX 'MAX' means the maximum possible tributary width Minimum number of screws Is on per panel MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS FAR PANFL/HFADFR COMRINATIONS Table 4.10 I AtSLt: 4AS I Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 1 2 1 3 1 2 1 3 1 1 2 1 3 1 4 (in) 115 m h Exp B 115 mph Exp C 140 mph Exp C Dble 2x6.625 0.018 4' 8'12' 3' 6' 8' 2' 4' 6' 8' RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' 4' MAX MAX 3x6 0.018 4' 8 12' 3' 1 6' 8' 2' 4' 6' 8' All Others 0.018 4' 8' 12' 3' 6' 8' 2' 4' 6' 8' Dble 2x6.625 0.024 5' 10' MAX 4' 7' 11' 3' 5' 8' 10' RF Fascia 0.024 5' MAX MAX 4' MAX MAX 3' 5' MAX MAX 3x8 0.024 5' 10' MAX 4' T 11' 3' 5' 8' 10' All Others 0.024 5' 10' MAX 4' T 11' 3' 5' 8' 10' Dble 2x6.625 0.032 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' RF Fascia 0.032 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 3x8 0.032 T 14' MAX 5' 10' 15' 3' 7' 10' 13' All Others 0.032 7' 14' MAX 5' 10' 15' 3' 7' 10' 13' Dble 2x6.625 0.036 6' 12' MAX 4' 8' 13' 3' 6' 9' 11' RF Fascia 0.036 6' MAX MAX 5' MAX MAX 3' 6' MAX MAX 3x8 0.036 8' MAX MAX 6' 11' MAX 4' 7' 11' MAX All Others 0.036 8' MAX MAX 6' 11' MAX I AtSLt: 4AS I r #10 SMS @ 6' O/C 2'x6' ALUM FLAT PANEL . N2 t=0.018' 3004H36 2.5'x6' ALUM FLAT PANEL N3 t=0,018' 3004H36 O 1.500 {- t>0,018' 30041-134 t>0.018' 30041-134 ' USE OF FOAM CORE SANDWICH PANELS WILL 0.992 T— �-- 0,750 FASCIA CAN BE REQUIRE THE USE OF .A REGISTERED DESIGN o.e7s Ro.12s R= 0.2" 1.625 I ROLLED FOR PR❑FESSI❑NAL TO COMPLY WITH EXISTING 0.125 RO.153 Ro,2so �— 0,125 3 DIFFERENT PANEL HEIGHTS ICC ESR 0.295 r-- 0.95" 0.92" s 1 1.op FOR 2•, 2.5' 0.350 1.958 R=.125" R='125" I- ' HEIGHTS PANEL L FOAM CORE SANDWICH PANEL 2.000 • 0.363 ++ p,5" R= 0.15° 1.625 0.18 W/ CURRENT ICC ESR — 0.525 — I 1.060 f — 3.0" .167" 2.50. r ♦ 0.316 J 1.625 � `"" 0.75 I 6.000 LLL #8X' SMS 7° #8x1/2• SIDE FASCIA ° 2.00 NOMINAL ' ' ♦ ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ` ` • ' O TYP 1.625 .D `♦"`♦.•"• ATTACH TO TDP OF HEADERS SMS 6.00" IN THICK S. `.'.'.`.'.'.'.'.'.'.`.' .'.`.'.'.'.'.'.'.'.'.' ♦............ PER TABLE 4.9 OR 4.10 3' O/C . ........... .....♦..... ........ ♦ ... ........... — 3.00 --- ,•.'♦'.'.'.♦.'..'.'.'♦ '.'.'♦♦.•♦'♦'.•♦•.♦♦•. ATTACH TO TOP OF HEADERS ......♦...♦ ........... . ♦ .. ♦ ... ....... PER TABLE 4,9 OR 4.10 ••••••••••• ••••••••••• N4 6 1/2 ROLLFORMED ............ ........... (3004-H34 A M. A -' 681.39 FOUR #14 SD SCREWS EACH r. SIDE FOR FOOTINGS UP TO d=26" * 6-302Oi5 Y 2' x 6.5' Rafter FASCIA FROM N1, N2, N4 OR N10 f#10 . 'r •• 2"X 6 1/2" " SIDE LATES SMS @ 6' O/C '�, -; ��. Posy 05 013 --ALU .Foo NEC Header METAL SKIN Structurat Panel 'i BRAC J' O '# GALVANIZED OR �f STAINLESS STEEL HILTI T N 1 SANDWICH PANEL i ❑ /- SEE TABLE 4.9 OR 4.10 / ' X • ° • a • KWIK BOLT TZ ANCHDR CICC ti°•o �'° : ° ESR 1917) W/ 2' EMBED AND •0• ° HEADER CONNECTION sb " • %A. • 1' # WASHER OR EQUIVALENT 29 ° SEE NOTE 4" SLAB OR FOOTING SEE DETAIL BM AT RIGHT Rafter Talls • " 0.042• x 3• x e• 4pFESSIp p4 �U. N8 BRACKET FOR CONNECTING POST TO SLAB O Herider OR F❑❑TING (6063-T6 ALUM ALLOY) - ---- ---- -- ------ -- -- --- - -- - -- - - -^ — ---SINGLE-SP-AN ATTACHED UNITS ONLY NEWPORT FASCIA Cj 8 3 N5 Post DETAIL er0ax 28921 US Hwy 74 ' Q�\ EXTERIOR HOME PRODUCTS Romoland,CA 92585 h`CAUF� wn W. OCT 02 2013 BEJ/CPar— w NTS IMF -Com a s & Connection Details ICC ESR1398 (2012 IBC) 9/29/2013 Page 44 of 66 Engineer's Stamp forr Newport ort Patio Structures DAM FW:� • � NP01-2012 1 of 4 enl In rf%VPP R n PnsT SPArIMrC Fn0 Penn AMn rna434c0r1A1 rn'JPPQ MIr.M wlMn ACCA4 TABLE 6.8 2 Gaul a x3"x8" Steel C Detail T Double 16 Ga 39x8" Steel C (Detail Tand A Double 12 Ga 3"x81 Steel C Detail T an A 35 Attached Freestanding or 31 Attached Freestanding or 37 Attached Freestanding or a0 25-r Structure Multapan Units 39 Structure Mulcts an Units LIVE Structure MWtis an Units GROUND TRIG POST POST MAX 30 32 MAX POST LENGTH MAX 38 38 MAX POST LENGTH MAX 24'-10" F MAX POST LENGTH SNOW WIDTH SPACING REO'D POST MIN FOOTER 3' I 17 I 16' POST MIN FOOTER V I 17 1 15' POST MIN FOOTER T I 17 I 15 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTS SPACING POST SCM CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOO (PSF) 37 (Fr) SLAB (FT) TYPE 'd 'd -d' 'd (FT) TYPE 'd 'd' 'd 'd (Fr) TYPE 'd 'd" 'd' 'd 7 W-8" A 15.0" F 97 M) nnI nn) tin) 32 18'-3' M MI n) nn) 39 30 an) (in) (in) M) 10 5 13'-r A 1V6' F 35 35 33 31 21'-r F 37 97 37 a0 25-r F 39 39 30 38 LIVE 5.8 12'4" A 1r6" F 30 90 30 32 20'-r F 38 38 38 35 24'-10" F 40 40 40 se LOAD a 11'4' A 10'6" F 36 38 30 32 Ir -10" F 39 99 99 35 24'-1' F 41 41 41 37 ONLY 8.5 10'6' A 156' F 37 37 37 32 1V-0" F 39 90 39 34 23'-0" F 42 42 42 37 4' 7 W-8" A 15.0" F 97 37 37 32 18'-3' F 39 39 30 33 2T-11" O 43 43 43 38 7.S ff-1' A 14'-4' F 37 37 37 S3 tr-r F 40 40 40 36 276' O 43 43 43 38 a 8'r A 13'-V F 38 38 38 33 15.11' F 40 40 40 96 21'-11' O 44 44 44 99 0.5 e'-0" A IT -7 F 38 38 38 33 151' F 41 41 41 3a 21'6' O 44 44 44 30 0 r6' A 12'6" F 98 98 38 93 15-17 F 41 41 41 30 21'-1' O 43 48' 45 44 0.5 T -r A 17-9' F 38 38 38 34 16'-4" F 41 41 41 30 20'6' O 46 4a 4a 40 10 8'-V A 11'-10' F 38 se 98 94 16.11' F 42 42 42 37 20'1' O 48 40 48 41 10.8 w r A I IS' F 39 90 39 34 14'6" F 42 42 42 37 2V4' O 47 47 47 41 11 6-r A 11'-1' F 99 39 39 34 14'-1" O 42 42 42 97 1016" O 47 47 47 42 11.5 S-11" A 101-9" F 39 39 39 34 tT-V O 42 42 4,2 97 1W -V O 48 48 48 42 12 S-8' A 1015' F 90 39 90 97 19'-5" G 49 43 43 41 19'-r 0 48 48 48 47 11 a'-7 A ff-101 F 97 37 97 17.9' F 41 41 41 1a' -T O 40 48 40 20 6 T -1 A tr-w F 31 31 31 31 20'-8" F 33 33 33 a0 29-V F 33 35 35 38 E 6.s 65 ' A 16'- V F 92 32 32 32 201-0" F 33 33 33 35 261' F 36 30 30 se LOAD a 5-11' A 15-1V F s2 32 32 32 1VA" F 34 34 34 35 23'6' F 36 30 30 37 ONLY 6.5 615" A 15-0' F 32 32 32 32 15.3' F 34 34 34 34 27.11" 0 37 37 37 37 4' 7 5'-1" A 14'4' F 32 32 32 32 1T -T F 36 s6 35 33 27-V O 38 38 98 38 1.5 4'-V A 176' F 31 33 33 S3 10'-11' F 96 35 35 36 21'-10' O 38 93 38 38 8 4'6" A 13'-1' F 33 91 33 33 10'-01 F 96 15 35 96 21'5' 0 39 39 30 99 8.5 4'-r A 1Z -r F 33 33 33 33 /5-V F 36 30 90 3a 201.11' O 39 99 39 30 0 T-11' A 17-1' F 33 33 33 93 1S'-3' F 30 95 30 30 201-r O 40 40 4040 44 9.5 SAr A 71'-V F 34 34 34 34 14'-V F s6 90 Be 30 201-r O 40 40 40 40 10 316" A 11'-9' F 34 34 34 94 14'4" F 37 37 37 37 IV -IV O 41 41 41 41 10.5 3'4" A 101.11" F 34 34 34 34 1T-11' O 37 97 1 37 37 /015' O 41 1 41 41 41 11 3'-r A 1V -r F 34 34 54 34 13'-0' O 37 37 37 97 19'-9' O 42 42 42 42 11.8. 3'-1" A 1VS' F 14 14 14 34 IT -T G 37 17 37 97 IT -11' O 42 42 42 42 20 6 T-1' A 16-0' F 34 34 34 34 10'-9" F 90 30 s0 38 2T -r F 38 98 38 41 LIVE 6.6 65' A 154' F 34 34 34 34 181-3" F 38 30 30 38 27-1V O 98 39 39 40 LOAD 1.7-11" 4%V A 1r -2'F F 34 34 34 34 1T5" F 37 37 37 37 2211-7 O 40 40 40 40 ONLY a,5 T -V A IT -6' F 35 30 35 35 16-8" F 97 37 97 37 21'6' O 41 41 41 41 4' 1 8'-1" A 12' -IW F 35 98 30 35 101-0" F 38 38 38 se 21'-1' G 41 41 41 41 7.6 X -V A 17.9" F 35 3S 35 35 15'4" F 98 38 38 38 20'-r G 42 42 42 42 6 4'6" A 11'-8" F 3a 3s 33 SO 14'-V F 38 38 se 30 201-r O 43 43 43 43 8.5 4'-r A 11'-T' F 38 30 30 98 14'-7 F 30 39 30 90 IV-V 0 49 43 49 43 0 T-11" A 101-V F 38 90 95 30 19'-r 0 30 99 39 99 1VS O 44 44 44 44 9.5 3'-V A 101.6' F 35 Sa 36 30 1911" O 39 90 99 99 10'01" G 44 44 44 44 10 3'-0" A Iw-w F 30 38 38 38 17-11' O 40 40 40 40 18'-0' O 45 46 48 45 10.6 34' A 1r -r F 97 37 37 97 17-r G 40 40 40 40 16.6' O 45 45 45 45 11 T -r A 014" F 97 37 37 37 17-V O 40 40 40 40 18'-r O 48 40 4a 48 11.0 s'-1' A 01.1" F 97 37 37 97 11'-11" O 40 40 40 40 Ir -Ir H 46 48 48 40 12 7-11' A 3'-101 F 37 97 97 97 11'-r 0 41 41 41 41 176" H 47 47 47 47 VCnCnil4. In.J1-11V.A- 1.GDc ...i=0 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 62 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSCO2 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 ICC ESR1398 (2012 IBC) 9/29/2013 11-1-1- 30 2 Gauge x3'x8" Steel C Detail Double 18 Ga 3'x8" Steel C Data I T and A Double 2 Ga 3'x8' Steel C (Detail T and A' TABLE 6.8 F Attached Freestanding or Attached Freestanding or Attached Freestanding or 30 31 Structure Multis an Units Structure Mullispan Unite Structure Mullis an Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACIN REDID POST MIN O V I 17 I 1S POST MIN w 6 I 17 I 15 POST MIN DOTE V I 17 I i6' LOAD (FT) ON SLAB FOR SPACIN POST SIZE CONSTRAINED FOOTER SPACINGP09T 512E CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTS (PSF) (FT) SLAB (FT) TYPE -Cr -d- 'd 'd d _ •d• •A• (FT) TYPE 'd 'd' "d' 'd' (FT) TYPE 'd -d- 31 91 (in) (innnl (in) (in) nn) (n) on) M) M) n.1 160 MI 30 5 616" A IV -r F s0 s0 30 31 19'-6" F 32 32 33 35 24'-0" F 34 34 36 38 0 6.5 5-r A 16'5"F F 31 91 31 91 18'-V F 93 33 33 35 2T5" 0 35 35 35 97 r a 4%V A 14'-r F 31 31 91 31 1T-10, F 39 33 33 34 27.7" 0 36 36 96 37 M. 6.6 4'4' A 1T-101 F 31 31 31 31 Ir -1' F 34 34 34 34 21'-11' 0 30 3a 30 37 4' 7 4'-1" A 13'-2" F 32 92 32 32 161-4' F 34 34 34 34 211-V 0 37 37 97 37 7.5 74r A 17-r F 32 32 32 32 15-0' F 34 34 34 34 20'-11' 0 98 98 98 38 8 X -O" A 12'-1' F 32 32 32 32 16'-2" F 36 36 35 35 2016" O 38 Sa 38 35 8.5 314" A 11'-r F 32 32 32 92 14'5' F 35 35 35 35 20'4" O 39 39 39 39 91'-7 3'-Y A 11'-1' F 92 92 32 32 t4'-2- F 35 35 36 35 1W -r 0 30 99 39 SO as T-0" A 101-r F 33 13 3s33 156' O 35 35 33 35 1W4" O 40 40 40 40 10 7.10' A 1011" F 33 93 33 33 1315' 0 30 90 30 30 191-W 0 40 40 40 40 10.5 2-01 A 101-0" F 93 .33 93 33 17.11' 0 98 30 36 s0 10'6' 0 41 41 41 41 30 8 516" A 16.11" F 33 33 33 93 18'-r F 33 35 35 37 27-V G 38 98 98 40 0 5.6 5-r A 14'4' F 33 33 33 33 171-3' F 98 90 30 37 27-1" 0 30 39 99 40 r 0 4'-0" A 19'-9" F 34 S4 34 34 1ir-r F 38 38 30 97 21'6' O 40 40 40 40 M. 8.5 4'4' A 17-0" F 34 34 34 34 15-e' F 37 97 37 97 20'-10" O 40 40 40 40 4' 7 4'-1' A 11'-11' F 94 34 34 34 15-0' F 37 37 37 97 20'1' O 41 41 41 41 7.6 3'-V A 1111" F 34 34 34 94 IC -S" F 37 37 37 37 19* 11' 0 42 42 42 42 a T -W A 101-10' F 36 35 39 35 13'.11" 0 38 38 38 38 101.6" G 42 42 42 42 8.5 34" A 1013" F 35 3s 35 35 131S 0 38 38 98 38 11 1' O 43 43 43 43 0 3'-Y A 10'-W F 35 39 98 39 17.11' O 38 38 38 38 15.8" 0 43 43 43 1 43 OVER- Post Description Max POST Detail HgI. Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 9' A AC 0.042'x3'x81 Aluminum Post 10' HANG Nso 0.0249x3"x3'Post With Sideplat, 11' B PROJECTION OF SINGLE SPAN STUCTURES (FT) Clover 0.0309x39x3" Alum 11' C N11. AH Clover 0.04090"0" Alum 11' 0 (FT) S r 8' V 10' 11' 12' 17 14' 15 15 1r 101 101 201 21' 27 V T 9b" 4' 4.5' 5 S.5 a' 6.5 T 7.S S 8.5' r 9.5 101 10.5' 11' 1' 3.5' 6 4.5 S 6.5 V 0.5 T 7.5 a' 8.5 V 0.5' 101 10.8' IV 11.5 7 ora nh nh M. nra a.5 T 7.5' a' 8.5 ff 9.S 1V 10.5 11' 11.5 17 3' nh M4 W. nh nh nh nh W. N4 n1a 9.5' 10' 10.6 11' 11.5' 17 12.5 4' rA nh rA nra nh Ma Na Na nra rJa Ws Na a Na n Na 12.5 1T TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail HgI. Code Twin 0.0609x1.5"x1.5' Scroll 9' A AC 0.042'x3'x81 Aluminum Post 10' B Nso 0.0249x3"x3'Post With Sideplat, 11' B N18, OK Clover 0.0309x39x3" Alum 11' C N11. AH Clover 0.04090"0" Alum 11' 0 N11. AN Colonial 0.062" Extruded 12' E AE 0.0419x3"x3' Steel Clover 11' FN71. AN 0.041"XW4" Steel Clover 8' G 211. AH 3/16"x 'x3" Steel Square 15' H N17. AG 3/16'x39x3' Steel Square 12' 1 NIT. AG 3/16"x4"x4" Steel Square 15' J N17, AG 3/16"x59(5" Steel Square 15' K N171 AG Post Requirements for Structures or Multisoan Attached 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Exterior Home Products FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 28921 US Hwy 74 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7S OR TABLE 7.7 Romoland, CA 92585 10. USE THE APPROPRIATE DETAILS (N7 -N35 or A -BM) Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB S. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING callputnam®comcastnei SLAB 9. FOLLOW 940 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 43 of 66 OCT 02 2013 2.5' ML F.641 COVER PANEL SEE TABLE 4.10 4.656 1.000 7,75' ENCLOSED IN DETAIL N30 0.0750 TYPICAL 12 (t= 0.105') br 16 Ga (t= 0.059') 0.88775" TYP. -- 4.043 I ON9 STEEL "C"— CHANNEL HEADER N 10 CALIFORNIA FASCIA (STEEL A-653 Fy=50 KSI) (ALUM 6063 T6) - 3' 3' META POST #10 SMS @ 6' ❑/C 2.000 0.28 t= 0.030' ALUM = 0.040' ALUM = 0.041' STEEL NOTE - POSTS MAY BE TRIMMED w/FLEX ALUM. FACING. 3" ALTERNATE POST N 1 1 (3105-H25 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 3.00' N 14 0.024° OR 0.040' TYP. 3' ALUM SQUARE POST 3.00' t =0.024' 3004H34 R=.093 t =0.040' 31051-126 I ICC ESR1398 (2012 IBC) 9/29/2013 L— ASTM A500 GRADE B STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 45 of 66 r 2'� 2' —1 0.024'0.024' 0.024' 6 5/8' 3' 3' 3' SQUARE COLUMN (3004-H34 ALUM ALLOY) N 1 6 2' x 6.5' SIDEPLATES (3004-H34 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL #14X1.5' SCREWS 6 PLACES _ EXISTING EAVE OF WOOD FRAMING 0.125'x1.5"x1.5' ' STEEL (Fy = 33 KSI) BRACKET. 1' SPACING /¢ 1 BETWEEN SCREWS i .a 2x OF LEDGER BOARD SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 LiveMAX x L "L'• FOR TOP LoadWind OR SIDE MOUNT Speed 16" o/c 24"o/c (psi and Exposure SEE GENERAL NOTE 19 110 mph Exp B 21•-3" 14•-2" Gar stm (F+ - a Km 19'-7" 13'-1'• 130 mph Exp B /5-7" 10'-4" VLM 13'-7" 9'-1" 110 mph Exp C EIGHT #14 SMS L 14'-3•• 9'-7" 20 TWO 3/8' X5' LAG 11'-4" 7'-7" DETAIL N8 B ALUM EM LMMR BURG (Owe Fc) sg Gom+K NOM Ji SCREW W/ 1'0 STEEL THESE DETAILS ARE LIMITED T❑ PANEL NucFx �t4:1s'.. WASHER ONE ON EACH SIDE OF POST 00 150 mph EXPOSURE B AND 120 mph TOP MOUN #1034• Exp C FOR 10 PSF tfR L qx AND 150 MPH EXP C FOR 20 PSF DOUGLAS FIR F� Fas 1' MIN GAP LUMBER FLOOR BETWEEN N 1 2 JOIST OR HEADER LEDGER AN TO ALLOW DRAINAGE TOP MOUNT BRACKET ATTACHED STRUCTURE POST TO DECK FLOOR JOIST 3.00' N 14 0.024° OR 0.040' TYP. 3' ALUM SQUARE POST 3.00' t =0.024' 3004H34 R=.093 t =0.040' 31051-126 I ICC ESR1398 (2012 IBC) 9/29/2013 L— ASTM A500 GRADE B STEEL POST N17 SEE GENERAL NOTE #9 FOR C❑RR❑SI❑N PR❑TECTI❑N Page 45 of 66 r 2'� 2' —1 0.024'0.024' 0.024' 6 5/8' 3' 3' 3' SQUARE COLUMN (3004-H34 ALUM ALLOY) N 1 6 2' x 6.5' SIDEPLATES (3004-H34 ALUM. ALLOY) SIDEPLATE CONNECTION DETAIL #14X1.5' SCREWS 6 PLACES _ EXISTING EAVE OF WOOD FRAMING 0.125'x1.5"x1.5' ' STEEL (Fy = 33 KSI) BRACKET. 1' SPACING /¢ 1 BETWEEN SCREWS i .a 2x OF LEDGER BOARD SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 LiveMAX "L'• FOR TOP LoadWind OR SIDE MOUNT Speed 16" o/c 24"o/c (psi and Exposure 10 110 mph Exp B 21•-3" 14•-2" 115 mph Exp B 19'-7" 13'-1'• 130 mph Exp B /5-7" 10'-4" 140 mph Exp B 13'-7" 9'-1" 110 mph Exp C 15'-7" 10•4" 115 mph Exp C 14'-3•• 9'-7" 20 130 mph Exp C 11'-4" 7'-7" 140 mph Exp C 9'-10•' W-7•' TOP MOUNT BRACKET NOT ALLOWED IN SNOW LOAD AREAS SEE GENERAL NOTE #9 FOR CORR❑SI❑N PROTECTION 1.5' � � 0.125' �I 1.5' J STRUCTURAL PANEL N18 ALTERNATIVE EAVE ATTACHMENT ALL HOUSE PENETRA MUST BE COMPLETEL PERMANENTLY SEAL2 1.39 * 68 2015 . * . ��,� EC 05013 a I ry 8921 US Hwy 74 CCAL1��EL�\P EXTERIOR HOME PROOuc s omoland,CA 92585 OCT 02 2013 BEJ/CP NTS Omponen a s & Connec Ion De ai s for Newport Patio Structures Engineer's Stamp 'NP02-2012 2 of 4 20 GA ASTM A653 GRADE 33 STEEL BRACKET rFOUR #8 SCREWS INTO RAFTER AND FASCIA E PER RAFTER ROOF COVERING IS MAX 3 PSF. HEAVIER ROOF RAFTER COVERING SHALL REQUIRE ADDITIONAL ENGINEERING DETAIL "A" ANALYSIS QX DF WOOD 2"x WOOD FRAMING FASCIA rDOUGLAS FIR -LARCH (NORTH) E DETAIL 1 g2 OR BTR 1/z• N21 FASCIA SEE TABLE 7.5 FOR FOR MAXIMUM FASTENER SCHEDULE OVERHANG ALTERNATE EAVE SEEE GENERAL NOTE N23 SCHEDULE • RIGM ATTACHMENT 6.50' Uve/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS'L' Sold ODW VAW Siff EAVE OVERHANG FSEE FOR SPACING " OIC) 8' 17' 18' 21r 30' 10 Pd 2X4 18'47 181.0 174• r-11 T -W 115 MPH E7(P 8 2XS 1547 18'47 1647 IS47 1r-11 2.50' 30 PSF 120 MPH EXP C 296 1647 1647 1647 166-a 1647 10 Pd 2X4 ir4' 1r -a 174•r -l" Tor 115 MPH E)P C 2X8 1747 17.0 17%& 1747 174' 2X8 1x47 1r4' 1r47 1r -a ir47 10 Pd 2X4 1" 164' 174• r -r 7-8" 140 MPH E)(P C 2X8 164' 18.47 1647 16'4' 18'4' 2X8 164' 16.47 1647 16-V iS47 20 Pd 2.4 1814 tai' SAW 3'3• 1'$ 140 MPH EXP C US IS47 18'4' 1647 1114" 64' 2X6 164• 164' 164 164' 164' 25 Pd 2X4 164' 110-6 64• 31$• 114• 140 MPH EXP C 2.6 1S47 164' 1647 1710• 6.1• 2X6 18'47 1647 1647 101-V 1647 30 Pd 2X4 15.47 6,7 S-1' 74• r4• 140 MPH UP C 2.6 ' 154• 1547 1547 1013' r -r 2X8 154 1614' 16'4' 164' 14'4• 40 pd 2X4 14.4' S -r 313• 1'4' 014• 2.6 14.47 14.47 47 11' r.7 4'-r 2:e 14'4' 14•v 101.4' 7014• 101.1• 60 pd 2X6 6-10- 4'4' 1'-r a -Y 014' 2X6 174' 11'4r 64• 4'4• 7-1' 2aS 174 1747 1701 S -r 5-10• 4- IX 6' 3X 8' ALUM. HEAD + 2 X 6 1/2X .024" ALUM. SIDEPLA N22 DER CONNECTION _4- #14 SMS EACH SIDE s 3" x 8' ALUM. HEADER 4- #14 SMS EACH SIDE 24. 0/C 110 SMS 0 6' % I 2' HEA�Rs I -LAT WITH SIDEPLATE 5' 6' OR 12' WIDE IA. /2 ® -14 SMS SN=RAL PANELS EACH SIDE 0.036' ROLFORMED 0.040'X3'X3' ® S 2X 6 1/2' ALUM. T17' HEADER •V ALUM POST SIDEPLA WITH SIDEPLATES END V 3.00' DOUBLE ALUM '(G'3601 LFORMED HEADER 'N4' CONN 24 HEADER CONNECTI❑N DETAILS TO STRUCTURAL PANELS #14 x 2" SMS 0.5' MI TABLE 7.5 X110 SMS 0 FOLLOW- FSEE FOR SPACING ING SPACING: 6" O.C. FOR 6- PANELS / 1.50" 12' O.C. FOR 12' PANELS MAX LOADS " ;A 10 PSF 140 MPH EXP C 1. N26 30 PSF 140 MPH EXP B 2.25' 20 PSF 135 MPH EXP C -RAIL -SEE t=.06 OR 25 PSF 130 MPH EXP C DETAIL 'J' Typ. 2.50' 30 PSF 120 MPH EXP C 43 .43' EXTRUDED HANGER (6063-T6 ALUM. ALLOY) 0.30---1 II•` 1.50' ICC ESR1398 (2012 IBC) 9/29/2013 OR 1.625' 10' iEE TABLE 7.5 X3' OUBLE 2"x 6.5" or 3"x 8" ST HEADERS IN PLACE OF 3"X 8" HEADER WITH OAC POST & SIDEPLATES TYP 3"X 3" POST 7110 SMS e FOLLOWING SPACING 6' O/C FOR 6' PANELS 12' O/C FOR 12' PANEL DOUBLE 2'X6.625' HEADERS (DETAIL N31) N25 DOUBLE 3'X8' HEADER (DETAIL N30) " `- STRUCTURAL PANEL ROLLFORMED HANGER N27 (3004-H34 ALUM. ALLOY) Page 46 of 66 *\ qW. 6$0-Z015I -/* OCT 02 2013 Engineer's Stamp - .2.75' i75 -T .078' j 1.O F- F�-2.25 #14 x 3/4' SMS -P I � eal •I 6063T5 ALUMINUM BRACKET DBC 05 2013 2"X 6 1/2'X 12' ALUM. RAFTER ® 16" OR 24" RC O.C. ti HE 2X 6 1/2' ALUM. FASCIA N28 ALTERNATE -DECORATIVE FASCIA TRIM lug I M CM, 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 PAWN St. BEJ/CP 1 omnen Parts & onne NTS faro Newport Patio Structures3 of 4NP03-2012 2x wood studs DF STEEL POST SEE SHEET M8 FOR SLAB REQUIREMENTS Lattice or Solid Panets Or BTR @16" o/c /— FOR CONSTRAINED / FOOTINGS Alun. Bracket 0.042'x3'x8'ATTACH HEADER PANELS PER DETAILS 0 ; . D D D DETAIL L9 (0.060') AZ, BD OR BG `'3n � }�•�' 2" Lattice orT1 , d• 0. B �' Q i I I Solid Panels 8 SMS Alun B(0.060) 8 SMS 1 �4" LAG D •: SCREW OR �.4. #14 SCREW PER d ::a . : 2.5" MIN TABLE 7.5 'd 6 3' x 8' Header #1 3' S' Header #2 "ANC4". 3 '. _ a0 00..002324' O o.040' 00 (0.042') I (0.2') 2' x 6' Side Plate I 9" co #14 SM #14 SMSJ �. 3' z 8' Header #1 CONCRETE FOOTING f - d .� N3o Natco.oaz•> I 3'x3- POST I I I I 3•x3" Payr I CONTINUOUS 2x DF WOOD LEDGER OR PROVIDE SIMPSON STRONG TIE. MSTA36 ([CC ESR 2105 AT SPLICE 3/8° x 9' STEEL REBAR EMBEDDED AT 'B' RAFTER & SIDEPLATES.. I I 2x6.5' SIDEPLATE LOCATION) d < 33' B = 9' HEADER (3004—H34 ALUM. ALLOY) I I COVER Wf 0.019" ALUMINUM d < 38' B = 12': (3004—H34 ALUM. ALLOY) d 46' B = 18' @ ALTERNATIVE SPLICE FOR ATTACHED UNITS ON29 FREESTANDING OR ATTACHED N34 LEDGER BOARD ATTACHMENT POST/FOOTING CONNECTION Seal with permanently flexible SIX 1/4' LAG SCREWS OR #14 SCREWS roof sealant W/25. OF PENETRATION INTO WALL STUD) SEE GENERAL NOTE #23 TINUOUS 21x DF LEDGER RD OR PROVIDE SIMPSON DF 2' x 4' ONG TIE MSTA36 (ICC ESR WOOD 3 DOUG FIR 5) AT SPLICE LOCATION 01/4'LagScrew WOOD STUD ER W/ 0.019' ALUMINUM ,, - e L 3' X 8' ALUM of 9 'c Fps 7 r zx RAFTER BRACKET DETAIL L7 ATTACH PATIO COVER -L UM 3.5' MINAS PER N26 OR N27 HEADER J G 6$1.39 Completely Seal with * EXP. 6-30-2015 yt permanently flexible & N3 waterproof sealant �CAMSSIQ Q d' CIVI P r) 0� FCA 1F 2.5' MIN PENETRATION 1.00'min. 2S' MIN ��O v � - INTO WODD FRAMING #14 SELF-DRALING SCREW 4 E 0 '2013 J gNJ Synthetic Stucco or other non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMENT MAX WIND LOAD IS 150 B AND * j 28921 US Hwy 74 Sheathing MPH EXP ®®II e6 130 MPH EXPOSURE C Cl �P. EXTERIOR HOME PRODUCTS Romoland, CA 92585 SEE ALLOWABLE DISTANCE TO FIRST N33 STUCCO ATTACHMENT DETAIL W/Off. C1411FWOE ROW OF POSTS IN TABLE 7.7 LEDGER BOARD aEJ/CP OCT 02 2013 omponen Parts Connec ionDetails ICC ESR1398 (2012 IBC) 9/29/2013 Page 47 of 66 NTS Engineer's Stamp n for Newport Patio Structures NP04-2012 1 4 of 4 R= V.2" 0.95° 0.92" -►j R=.125" 0.5" R'= 0.15" +50 3.0° ! � .167" SEE DETAIL D -J .167" T SEE DETAIL B ---'Il If' 6.00° OA 2.5'x6' SUPER SIX PANEL t = 0.018' 3004H36 t >0,018' 3004H34 R=.125" DETAIL B I 6.00° �6.00 12.00' 3.5'x12' 'W' PANEL O t = 0.018' 3004H36 ALUMINUM t > 0.018' 3004H34 ALUMINUM ICC ESR1398 (2012 IBC) 9/29/2013 SEE DETAIL D ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5'X12° MARK X ALUMINUM PANEL © 0,018'-0,032' 3004 H36 0.0'36' 3004 H34 .12518- 5. TYP SIX #14 SDS ON EACH SIDE 7kOF SPLICE 8 40 0 0 CENTERLINE 6.50" I 5.5° O O .E •5*- ° 4. •5" SPUCE UNE -TAIL B �� 9• 3 - #14 SMS ON EACH SIDE OF SPUCE � 1 O ROL (301 jROLLFORMED HEADER DETAIL E OF.E - PU t= 0.036° ROU. FORM D R= 0.20 HEADER SPUCE, TIGHT .6 t FIT INSIDE OF. HEADER, �• 9° EACH SIDE OF EXP. SPUCE. 3 - # 4 SMS sT9 CaVi1 ON EA SIDE FCA OF SPUC DE 05 Page 48 of 66 ak =R SPLICE ALLOY) OCT 02 .2013 Engineers Stamp 1.500 1.625 0.750 #10 SCREWS @ 6' O/C 1.625 L _T 0,125 6.500 2.500 2,100 1,625 1 5' + 0,316 0.718 1.625 2.000 0,036 3.00 O 6 1/2" ROLLFORMED FASCIA 30041134 ALLOY 7 .641 #10 SMS @ 6' O/C 0.0750 4.6561.000 SEE TABLE -TT 4.9 OR 4.10 2.000 �- 4.043 © CALIFORNIA FASCIA (6063-T6 ALUM. ALLOY) flame '9 y m" 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 NTS Component Parts & Connection Details CD01-2012 1 of 9 0.992 0.875 0.250 + R.RO.153 10.350-0.295 2.000 0.36325 ;012:5 1.060 f -- SEE DETAIL D 6.000 2'x6' FLAT PANEL t = 0.018' 30041136 ALUMINUM t > 0.018' 3004H34 ALUMINUM 'SHEET METAL SCREWS @ 3' ❑/C gg 0.516" ° = 0.08" OUTSIDE---� *"E TYP. 0.10" 0.125"R= 0.25" 0'72"TYP. 0 2.06 Ts_ v DETAIL B I 6.00° �6.00 12.00' 3.5'x12' 'W' PANEL O t = 0.018' 3004H36 ALUMINUM t > 0.018' 3004H34 ALUMINUM ICC ESR1398 (2012 IBC) 9/29/2013 SEE DETAIL D ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 OR ATTACH PER STRUCTURAL FASCIA DETAILS 2.5'X12° MARK X ALUMINUM PANEL © 0,018'-0,032' 3004 H36 0.0'36' 3004 H34 .12518- 5. TYP SIX #14 SDS ON EACH SIDE 7kOF SPLICE 8 40 0 0 CENTERLINE 6.50" I 5.5° O O .E •5*- ° 4. •5" SPUCE UNE -TAIL B �� 9• 3 - #14 SMS ON EACH SIDE OF SPUCE � 1 O ROL (301 jROLLFORMED HEADER DETAIL E OF.E - PU t= 0.036° ROU. FORM D R= 0.20 HEADER SPUCE, TIGHT .6 t FIT INSIDE OF. HEADER, �• 9° EACH SIDE OF EXP. SPUCE. 3 - # 4 SMS sT9 CaVi1 ON EA SIDE FCA OF SPUC DE 05 Page 48 of 66 ak =R SPLICE ALLOY) OCT 02 .2013 Engineers Stamp 1.500 1.625 0.750 #10 SCREWS @ 6' O/C 1.625 L _T 0,125 6.500 2.500 2,100 1,625 1 5' + 0,316 0.718 1.625 2.000 0,036 3.00 O 6 1/2" ROLLFORMED FASCIA 30041134 ALLOY 7 .641 #10 SMS @ 6' O/C 0.0750 4.6561.000 SEE TABLE -TT 4.9 OR 4.10 2.000 �- 4.043 © CALIFORNIA FASCIA (6063-T6 ALUM. ALLOY) flame '9 y m" 28921 US Hwy 74 EXTERIOR HOME PRODUCTS Romoland,CA 92585 NTS Component Parts & Connection Details CD01-2012 1 of 9