Loading...
10-0667 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: /_10=00000667 Property Address: 79175 ASHLEY PL APN: 604-345-001-16 -25363 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 2128 Applicant: i Architect or En eer: •4 �W BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION ' r I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of th 'Hess and Professionals Code, and my License is in full force and effect. Li cens C�llass(: B Licens . o.: W0046 'Datactor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from 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 3 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).: 1 _ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business 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.). (_ 1 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.). 1 _ 1 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 Name: _ Lender's Address: LQPERA11T 6. A, Owner: PUTZ WILLIAM 79175 ASHLEY PLACE LA QUINTA, CA 92253 (760)636-1997 r..Contractor: SHADE BUILDERS PO BOX 97 THOUSAND PALMS, CA 92276 (760)403-7268 Lic. No.: 870046 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/20/10 s D . JUL 20 2010 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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. I have and will maintain workers' compensation insurance, as required by Section 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 EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any personin any manners ecome subject to the workers' compensation laws of California, and agree that, i ouId bec a je to the workers' compensation provisions of Section d�0 of [h abor Code, I sh If thwitl comply with tho � ions. Dat r" �V Applicant: WARNING: FAILURE TO SECURE ORKERS' COMPENSATION 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 Director of Building and Safety 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 andfor 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 t e above me ' n is c rrect. I agree to comply with all city and county ordinances and state la relating to building construc i , and reby authorize representatives of tD;1 ounty oenter upon the above ned property for inspe o purpo s. Date: 6 �v Signature (Applicant or Agent): c.. Application Number . . . . . 10-00000667 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue.Date . . . . Valuation . . . . 2128 Expiration Date 1/16/11 Qty Unit Charge. Per Extension BASE FEE 45.00 1.00 9:0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments ALUMA - WOOD PATIO COVER PER APPROVED ------- ---- -- -- PLANS-& "2006 -IBC-; 2007 -CBC -1.0_X_16-__—«----- _.._.....:... _ .. _. ..- _ TOTAL OF 160 SQUARE : -FEET. --------- Fees . . . . . . BLDG STDS ADMIN (SB1473) 1.00 - Fee summary ----------------- Charged Paid ---------- Credited ---------- Due Permit Fee Total ---------- 54.00 ---------- .00 .00 54.00 _. Plan Check Total 35.10 00 .00 35.10 Other Fee Total 1.00 .00 .00 1.00 Grand Tot'al-- 90.10 .00 .00 90.10 LQPERMIT J 2 Bin # City Of La Quinta Building a 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: _ IS S � Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip:}-- `C �lI CY�.. Contractor. � � S : -1 lnC� Telephone• Address:_ `� _ (� `� ���} Project Description: City, ST, Zip: ^ Telephone L A,\V\ ?:: •. . +: ;: l........ iii.;.,y3,y: .. \v\C•P,'.'r: t`vTii\�.:: tii?}i::i: .::. ...:::>::;>... ,'•;>'A:::<:::<�:;,. ^--�� 1 � State Lie. # :T-1 City Lie. #, Arch., Engr., Designer: l Address: City., ST, Zip: . Telephone: State Lie. # • • • •' • • ri•:::•:::a4 i::ii:s;:i'i�i`�<::2iii: . ;Construction . Type: Occupancy: Project type circle one Ne Add'n Alter Repair Demo Name of Contact Person:; Sq. Ft.: # Stories: #Units: Telephone # of Contact Person: Estimated Value of Project V �— APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'-d TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Pian Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2' Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '°` 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 �I I Total Permit Fees ILATTICE OVERHANG 36' MAX 24' MAX FOR 30 PSF SNOW LOAD OR HIGHER � J�• 3.5' CONCRETE SLAB I REO'D W/ CONSTRAINED FOOTINGS SINGLE SPAN ATTACHED IATIlCE STRUCTURE O'HANG FREESTANDING STRUCTURE PAN MULTISPAN EEST /�j�� pR�FCnory LATTICE STRUCTURANDING IWO OR MORES MORE 0. PROVIDE 1/2 DRAIN �4 MULTISPAN UNITS REFER TO GENERAL NOTE 22. ' Ft rL MAXIMUM 0 RAFTER J 1 . / ' 1 tLEARSPAN l / LATTICE �i OVERHANG 36: MAX 24 MAX FOR 1PSF SNOW LOAD OR POST HT. � HIGHER 3.5' CONCRETE SLAB REO'D W/ CONSTRAINED FOOTINGS SINGLE SPAN ATTACHED PATIO SEE SCHEDULE FOR SIZE COVERS DO NOT DETAIL L29 ONLY REQUIRE FOOTINGS VARIES SEE SCHEDU LES• P R V M,A 75% OF PROJECTION_ FASCIA CqN>~ DOUBU HNaSTRUCTURAL POST SE AL!rand MAX. PANEL 110% SEMI OR SEE SCI FOOTING VERHANG OF CLEAR SPAN o� SFF K'i R t I.• : III��' 1 rice, IU�p� p,yo ��� Q�U SS/pM 3.5' CONCRETE SLAB REO'D W%CONSTRAINED CONCRETE EEFOOTINGS SLAB T`y �c �?F ���� L �,UrN W/ CONSTRAINED FOOTINGS 9� 2C - G -a ^al 1 a w8139 SINGLE SPAN FREESTANDING PLACE 1- 1/2' OX 6' � IATi10E STRUCTURE •+� - BAR AS SHOWN / EXP 6/301 011 SEE SCHEDULE FOR SIZE CIV11- DETAIL L29 ONLY FEB n 2 /. 4 20 R;0 n J. �OFCAL ;aa TW --�t�— TW TW--�t�--- TW I –WK� . ] – ATTACHED STRUCTURE 4/27/2009 ENGINEERS STAMP 5208 TENNYSON PARKWAY �merimaX SUITE 100 BUILDING PRODUCTS, ING PLANO, TEXAS 75024 MN 'CMP NONE ORPART ALUMAWOOD STRUCTURAL CONFIGURATIONS I • DRAWING SHEET NOMBEN SC03-2006 3 OF 4 I PRINTED ON 4/29/2009 SOLID COVERS 4.0 PANEL'SPANS FOR COMMERCIAL -AND PATIO STRUCTURES 2.5'x6" Su er,Siz Multis an 3.5"x12" Sul ier 12 Multis an Ground,, . Panel Wind Speed and Exposure Ground -, Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure Com. Snow Load `Gauge Fin Exp B Exposure C s in 90 90 105 t 110 s 0.024 90 90 105 110 / O-^ 0.018 11'-1" 10'-11"9' 4"y 15'4" 10 0.018 9'-5" 8'-3" 6'-4" 5'-10" LIVE L -0:024' 13`-7" 13'-7" 11'-7" 11 1" LIVE 0.024, 14'-2" 13'-8" 11'-3" 10'-7" ?\ r-- -0:032 -17'-1" -17'-1" -14.7" 13'-11" 10'-7" 0.032 19'-6" 19'-6" 16'-7" 15'-9" 12'-1" 0.036 18'-8" 18'-8" 16'-1" 15'-4" 5'-2" 0.036 20'-10" 20'-10" 18'-9" 17'-11" 20 0.018 7'-11" 7'-11" 7'-11" 7'-11" 20 0.018 , 5'-9" V-9" 5'-9" 5'-9" LIVE 0.024 9'-10" 9'-10" 9'-10" 9'-10" LIVE 0.024 9'-7" 9'-7" 9'-7" 9'-7" 6'-7" 0.032 12'-4" 12'-4" 12'4" 12'4" 9'4" 0.032 13'-9" 13'-9" 13'-9" 13'-9" 10'-8" j 0.036 13'-7" 13'-7" 13'-7" 13'-7" X-9" 0.036 15'-6" 15'-6" • 15'-6-, 15'-6" 25 0.018 7'-8" 7'-8" 7'-8" 7'-8" 25 0.018 V-6" V-6" 5'-6" 5'-6" 9'-0" . 0.024 9'-7" 9'-7" 9'-7" 9'-7" 2'-9" 0.024 9'4" 9'-4" 9'4" 9'-4" 4'-2" 0.032 12'-1" 12'-1" 12'-1" 12'-1" 6'-2" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 7'-1" 0.036 13'-3" 13'-3" 13'-3" 4 13'-3" 9'--2"9'-2" 0.036 15'-2". 15'-2" 15'-2" , 15'-2" 30 0.018 7'-0" 7'-0" 7'-0" 7'-0" ' 30 0.018 4'-9" 4'-9" 4'-9" 4'-9" 12'-0" 0.024 8'-9" 8'-9" 8'-9" 8'-9" 15'-10" 0.024 8'4" 8'-4" 8'-4" 8'4" 15'-4" 0.032 11'-0" 11'-0" 11'-0" 11'-0" 12'-5" 0.032 12'-5" 12'-2" 12'-2" 12'-2" 13'-2" 13'-2" 13'-2" 0.036 16'-5" 16'-5" 16'-1" /12'-2" 0.036 16'-4" 16'-4" 0.036 12'-2" 12'-2" 12'-2" 12'-2" 12'-11" 0.036 / 13'-9" 13'-9" 13'-9" 13'-9" 40 0.018 6'-1" 6'-1" 6'-1" 6'-1" 40 0.018 X-9" X-9" 3'-9" 3'-9" 6'-4" 0.024 7'-7" 7'4" 7'-7" 7'-7" 8'-11"- 0.024-/ 6%11" 6'-11" 6'-11" 6%11- 9'-7' 0.032 9'4" 9'-7" 9'-7" 9'-7" 13'-3' 0.032 10'-5" 10'-5" 10'-5" 10'-5" 12'-11" 0.036 10'-7" 10'-7" 10'-7" 10'-7" 11'-1" 0.036 11'-10" 11'-10" 11'-10" 11'-10" 60 0.018 4'-11" 4'-11" 4%11" 4'-11" 60 0:018 2'-7" 2'-7" 2'-7" 2'-7" 15'-0" 15'-0" 15'-0" 0.032 12'-3" / /0.024 12'-3" 0.032 13'-0" 13'-0" 0.024 6'-3" 6'-3" 6'-3" 6'-3" / 16'-1" V-2" 5'-2" 5'-2" V-2" 16'-0" 0.032 7%10" 7'-10" 7'-10" 7'-10" 12'-8" • 0.032 8'-4" 8'-4" 8'-4" 8'-4" 13'-6", 0.036 8'-8" 8'-8" 8'-8" 8'-8" 9'-9" 0.036 1 9'-6" 9'-6" 9'S" 9'-6" \\ TABLE 4.1 / TABLE 4.2 ISINGLE SPAN TABLES' I o e•..a• c...::.. c., ic-.,.1,. c......� � � c•..1 o• c... . 10 ie:....1e IAPMOES REPORT #0113 Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C s in 90 90 105 110 10 0.918 8'-1" 8'-1" 7'-7" 7'-3" LIVE 0.024 11'-3" 11'-3" 10'-2" 9'-8- 20 en son Pa y 0.032 15'4" 15'4" 13'-7" 12'-11" 10 0.036 16'-0" 16'-0" 14'-6" 14'-0" 20 0.018 5'4" 5'4" 5'-4" 5'-4" LIVE 0.024 7'-7" 7'-7" 7'-7" 7'-7" 8'-2"• ( 9) 38 -2514 0.032 10'-7" 10'-7" 10'-7" 10•-7" MAX 0.036 12'-1" 12'-1" 12'-1" 12'-1" 25 0.018 V-2" 5'-2" 5'-2" 5'-2" MAX 0.024 7'-4" 7'-4" 7'-4" 7'4" 12'-8" 0.032 10'-4" 10'4" 10'4" 10'4" 40 0.036 11'-9" 11'-9" 11'-9" 11'-9" 30 0.018 4'-7" 4'-7" 4'-7" 4'-7" 0.024 0.024 6'4" 6'-7" 6'-7" 6'-7" 0.024 0.032 9'-4" 9'4" 9'-4" 9'4" 10'-3" 0.036 10'-8" 10'-8" j 10'-8" 10'-8" 40 0.018 X-9" X-9" 3'-9" 3'-9" 11'-3" . 0.024 5'-6" 5'-6" 5'-6" 5'S" 13', 0.032 7'-10" 7'-10" 7'-10" 7'-10" 5'-0" 0.036 9%0" 9'-0" . 9'-0" 9'-0" 60 0.018 2'-9" 2'-9" 2'-9" 2'-9" 6'S" 0.024 4'-2" 4'-2" 4'-2" 4'-2" 20 0.032 V-2" 6'-2" 6'-2" 6'-2" 3x8 0.036 7'-1" 7'-1" 7--1" 7'-1" TABLE 4.3 7 - v 17• KA.A4 Y M-1. Cnanl 0.032 13'-2" 13'-2" .13'-2" 13'-2" 4/27/2009 0.036 13'-8" 13'-8" 13'-8" 13'-8" MAXIM ALLO ABLE TRIBUTARY WIDTH AND 910 SCREWS 25 0.018 OQ�ypFE55ipNgl�� 8'-0" 8.'-0" FSB 214 2010 PUr/yq� Panel Panel # of #10 screws ��e`� P�� 0.024 10'-2" 10'-2" C 681 10'-2" 2"x6" Flat Panel(Mull tispan) 1� Panel Wind Speed Am ima8i P aQR� 1 Ground and.Exposure glil81 u I 13'-0" Snow Load Gauge Exp B Exposure 20 en son Pa y in s in 90 90 105 1 n, T xas 750 UA C 10 0.018 11'-7" 11'-7" 9'-10" sJ� CIV 4�� EXP, LIVE 0.024 14'-8" 14'-7" 12-'-5" 11rl� * 7'-3" 0.032 16'-4" 16'4" 14'-11" 14 5'„ 344 1 PFaE 0.018 7' 0.036 16%11" 16'-11" 15'-6" 15' " ynchb r , VA 24 3 8'-3" 20 0.018 8'-2" 8'-2" 8'-2" 8'-2"• ( 9) 38 -2514 9'.3" LIVE 0.024 10'-5" 10'-5" 10'-5" 10'-5" ca u n 1 co c st e 7' 0.032 13'-2" 13'-2" .13'-2" 13'-2" 4/27/2009 0.036 13'-8" 13'-8" 13'-8" 13'-8" MAXIM ALLO ABLE TRIBUTARY WIDTH AND 910 SCREWS 25 0.018 8'-0" 8'-0" 8.'-0" 8'-0" FOR PANEL/HE ER COMBINATIOI Panel Panel # of #10 screws Panel 0.024 10'-2" 10'-2" 10'-2" 10'-2" Gauge 0.032 13'-0" 13'-0" 1;'-0" 13'-0" Headers Gauge 2 I 3 1 4 in 0.036 13'-6" 13'-6" 13'-6" 13'-6" in in 90 mph Exp B 30 0.018 7'-3" 7'-3" 7'-3" 7'-3" Dble 2x6.625 0.018 7' 10' MAX 8'-3" 0.024 9'-3" 9'-3" 9'.3" 9'-3" RF Fascia 0.018 7' MAX MAX 13'-3' 0.032 11'-10" 11'-10" 11'-10" 11'-10" 3x8 0.018 7' 10' MAX 0.024 0.036 12'-8" 12'-8" 12'-8" 12'-8" All Others 0.018 7' 10' MAX 40 0.018 6'-3" 6'-3" 6'-3"6'-3" 11'-10" Dble 2x6.625 0.024 9' 13' MAX 13'-11" 0.024 8'-0" 8'-0" V-0" 8%0" RF Fascia 0.024 9' MAX 1 MAX 8' 0.032 10'-3" 10'-3" 10'-3" 10'-3" 3x8 0.024 9' 13' MAX 18'-10" 0.036 11'-3" 11'-3" . 1-1'-3" 11'-3" All Others 0.024 9' 13', MAX 60 0.018 5'-0" 5%0" 5'-0" 5%0" Dble 2x6.625 0.032 9' 14' MAX 0.018 0.024 6'-6" 6'-6" 6'-6" 6'S" RF Fascia 0.032 MAX MAX MAX 20 0.032 8'-4" 8'-4" 8'-4" 8'4" 3x8 0.032 11' MAX MAX 9'-1" 0.036 9'-2" 9'-2" 9'--2"9'-2" 11'-7" All Others 0.032 12' MAX MAX 11'-3" 10'-7" LIVE 0.024 TABU 4.4 15ble 2x6.62510.036 9'-8" 9' 14' MAX rYA" Flat P -al Minnla Snanl 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 Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exposure C Snow Load Gauge Exp B Exposure C s in 90 90 105 110 s in 90 90 105 110 s in 90 1 90 105 110 s in 90 90 105 110 10 0.018 13'-5" 10'-11" 9'-4" 8'-11" 10 0.018 11'-2" 8'-3" 6'4" 5'-10" 10 0.018 10'-11" 8'-11" 7'-7" 7'-3" 10 0.018 13'-3' 11'-7" 9'-10" 9'-5" LIVE 0.024 16'-9" 13'-7" 11'-7" 11'A" LIVE 0.024 17'-5" 13'-8" 11'-3" 10'-7" LIVE 0.024 14'-2" 11'-11" 10'-2" 9'-8" LIVE 0.024 15'-0" 1 14'-7" 12'-5" 11'-10" 12' 0.032 19'-8" 17'-1" 14'-7" 13'-11" 10' 0.032 20'-1" 19'-6" 16'-7" 15'-9" All Others 0.032 15'-6" 15'-6"13'-7" 8' 12'-11" MAX 0.032 16'-4" 16'-4" 14'-11" 14'-5" 13' 0.036 20'-4" 18'-10" 16'-1" 15'-4" 11' 0-036 20'-10" 20'-10" 18'-9" 17'-11" MAX 0.036 16'-0" 16'-0" 14'-6" 14'-0" MAX 0.036 16'-9" 16'-9" 15'-6", 15'-0" 20 0.018 11'-2" 10'-5' 9'-4" 8'-11" 20 0.018 6'-8" 6'-8" 6'-4" 5'-10" 20 0.018 9'-5" V-11" 7'-7" 7'-3" 20 0.018 10'-0" 9'-9' 9'4" 9'-1" LIVE 0.024 14'-6" 13'-7" 11'-7" 11'-1" LIVE 0.024 13'-3" 13'-3" 11'-3" 10'-7" LIVE 0.024 11'-4" 11'-4" 10'-2" 9'-8" LIVE 0.024 12'-0" 12'-0" 11'-11" 11'-9" 3x8 0.032 15'-10" 15'-10" 14'-7" 13'-11" MAX 0.032 15'-4" 15'-4" 15'-4" 15'-4" All Others 0.032 12'-5" 12'-5" 12'-5" 12'-5" MAX 0.032 13'-2" 13'-2" 13'-2" 13'-2" 0.036 16'-5" 16'-5" 16'-1" 15'4" 0.036 16'-4" 16'-4" 16'-4" 16'-4" 0.036 12'-11" 12'-11" 12'-11" 12'-11" 0.036 13'-8" 13'-8" 13'-8" 13'-8" 25 0.018 11'-0' 10'-1" 9'-4" 8'-11" 25 0.018 6'4" 6'-4" 6'-4" V-10" 25 0.018 9'-3" 8'-11"- 7'-7" 7'-3" 25 0.018 9'-10" 9'-7' 9'-1" 9'-0' 0.024 14'-3" 13'-3' 11'-7" 11'-1" 0.024 12'-11" 12'-11" 11'-3" 10'-7" 0.024 11'-1" 11'-1" 10'-2" 9'-8" 0.024 11'-10" 11'-10" 11'-8' 11'-7" 0.032 15'-7" 15'-7" 14'-7" 13'-11" 0.032 15'-0" 15'-0" 15'-0" 15'-0" 0.032 12'-3" 12'-3" 12'-3" 12'-3" 0.032 13'-0" 13'-0" 13'-0" 13'-0" 0.036 16'-2" 16'-2" 16'-1" 15'-4" 0.036 16'-0" 16'-0" 16'-0" 16'-0" 0.036 12'-8" 12'-8" • 12'-8" 12'-8" 0.036 13'-6" 13'-6", 13'-6" . 13'-6" 30 0.018 10'-3" 9'-9" 9'-1" 8'-11" 30 0.018 5'4" 5'-4" 5'4" 5'-4" 30 0.018 8'-5" 8'-5" 7'-7" 7'-3" 30 0.018 9'-0" 9'-0" 8'-7" 8'-6' 0.024 13'-1" 12'-6' 11'-7" 11'-1" 0.024 11'-10" 11'-10" 11'-3" 10'-7" 0.024 10'-1" 10'-1" 10'-1" 9'-8" 0.024 11'-2" 11'-2" 11'-1• 10'-11" 0.032 14'-9" 14'-9" 14'-7" 13'-11" 0.032 13'-9" 13'-9" 13'-9" 13'-9" 0.032 11'-6" 11'-6" 11'-6" 11'-6" 0.032 12'-3" 12'-3" 12'-3" 12'-3", 0.036 15'-3" 15'-3" 15'-3" 15'-3" 0.036 14'-7" 14'-7" 14'-7" 14'-7" 0.036 12'-0" 12'-0" 12'-0" 12'-0" 0.036 12'-8" 7'-9" 7'-9" 7'-8- 40 0.018 9'-0" 8'-9' 8'-5' 8'-3' 40 0.018 4%0" 4'-0" 4'-0"a 40 0.018 7'-4" 7'-4" 7'-4" 7'-3" 40 0.018 7'-9" 7'-9" 7',3' 7'-8- 0.024 11'-5" 11'-3' 10'-11" 10'-10' 0.024 9'-5" 9'-5" 9'-5" 0.024 8'-9" 8'-9" 8'-9" 8'-9" 0.024 9'-10" 9'-10" 9'-10" 9'-10"- 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.032 11'-11" 11'-11" 11'-11 0.032 10'-5" 10'-5" 10'-5" 10'5" 0.032 11'-2" 11'-2" 1'1'-2" 11'-2" 0.036 13'-11" 13'-11" lIX-11". 13'-11" 0.036 12'-8" 12'-8" 12'-8" 0.036 10'-11" 10'-11" 10'-11" 10'-11" 0.036 11'-7" 11'-7" 11'-7" 11'-7" 60 0.018 7'4" 7'-4" 7'-0' 6'-10' 60 0.018 2'-8" 2'-8" 2'-8" 60 0.018 5'-4" 5'-4" 5'-4" 5'-4" 60 0.018 6'-4" 6'-4" 6-4- 6'-4" 0.024 9'-4" 9' 4" 9'-4" 9'-3' 0.024 6'-4" 6'-4" 6' 4" 0.024 7'-2" 7'-2" 7'-2" 7'-2" 0.024 8'-0" 8'-0 0.032 11' 4" 11' 4" 11' 4" 11' 4" 0.032 9'-9" 9'-9" 9'-9" 0.032 8'-0" 8-6" 8'-6" 8' 6" 0.036 12'-1" 12'-1" 12'-1" 12'-1" 0.036 10'-5" 10'5" 10'-5" 0.036 9'-2" 9'-2" TABLE 4.5 1 ACI: 4.0 1 ADLC Y. RF Fascia 0.036 10' 3x8 10.0361 11' All Othersl 0.036 13' ler foo to attach panel to header 2 13 14 1 2 13 14 1 5 IOm hEz C 110m hEz C 5' 8' MAX 4' 5' 7' MAX 5' MAX MAX 4' 5' MAX MAX 5' 8' MAX 4' 5' 1 7' MAX 5' 8' MAX 4' 5' 7' MAX 7' 11' MAX 5' 7' 10' MAX 7' MAX MAX 5' MAX MAX MAX 7' 11' MAX 5' 7' 10' MAX 7' 11' MAX 5' 7' 10' MAX 7' 11' 15' 5' 7' 10' 12' 8' MAX MAX 6' 8' MAX MAX 9' 13' MAX 6' 9' 12' MAX 10' 15' MAX 6' 10' 13' MAX 7' 11' 15'5' All Others 7' 10' 12' 8' MAX MAX 6' 8' MAX MAX 9' 13' MAX 6' 9' 12' MAX 11' MAX MAX 7' 11' MAX MAX 'MAX' means the maximum possible tributary width MUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS PANFI /HFAnFR MMRINATIONS Tahla Ain Panel # of #14 screws Per foot to attach panel to header HeadersGaug 2 1 3 2 3 2 I 3 I 4 in 90m hEx 8 90m hEx C 110m hEx C Dble 2x6.625 0.018 9' MAX 8' MAX 5' 8' MAX' RF Fascia 0.018 MAX MAX MAX MAX 5' MAX MAX 3x8 0.018 9' MAX 8' MAX 5' 8' MAX All Others 0.018 9' MAX 8' MAX 5' 8' MAX Dble 2x6.625 0.024 12' MAX 10' MAX7' 10' MAX RF Fascia 0.024 MAX MAX MAX MAX 7' MAXMAX 3x8 0.024 12' MAX 10' MAX 7' 10' MAX All Others 0.024 12' MAX 10' MAX 7' 10' MAX Dble 2x6.625 0.032 12' . MAX 10' MAX 7' 10' MAX RF Fascia 0:032 MAX MAX MAX MAX 8' MAX MAX 3x8 0.032 15' MAX 12' MAX 8' 12' MAX All Others 0.032 MAX MAX 13' MAX 9' MAX MAX Dble 2x6.6250.036 12' MAX 10' MAX 7' 10' 14' RF Fascia 0.036 MAX MAX MAX MAX 8' MAX MAX 3x8 0.036 15' MAX 12' MAX 8' 12' MAX All Others 0.036 MAX MAX MAX MAX 10' MAX MAX PRINTED ON 4/29/2009 IAPMO ES REPORT #0113 IAPMO PAGE NUMBER 20 OF 57 50LID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS -A- Double 0.032 "x6.625" Beam Detail 1,1250.042"x3'x8' Box Beam Detail N30)__Double 0.042'x3"x8' Beam Detail N25 Double 0.032'x2"x6.625" Beam Detail N25 0.042'x3'x8' Box Beam Detail N30 Double 0.042'x3'x8" Beam Detail N25 TABLE 5.1 30 Attached Freestanding ori-- AttachedFreestanding or Attached Freestanding -or TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or 27 28 SWcture. Mullis an Units SVudure Mullis an Units Structure Mullis an Units SWcture Mullis an Units Structure Mullis an Units Structure Mullis an Units GROUND TRIO MAX POST MAX' rMp , MAX POSTLENGTH MAX MAX POST LENGTH MAX MAX POSTLENGTHt 1 GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POSTS REOD. S FOOTER 8' I 10' I 17 POST MIN FOOTER e' I 10' I 17 POST 8' I 10' I 17 -:kOW WIDTH POST REO' POST MIN Fo01ER 8' I 10' I 12' POST MIN FOOTER e' I 10' I 17 POST MIN FOOTER 8' ' 10' I 17 LOAD (FT) -SPACING FOR SLAB SLAB SPACIN -POST SIZE TYPE 'd' CONSTRAINED FOOTE 'd' 'd' 'd' SPACIN POST SIZE TYPE 'd' CONSTRAINED FOOT 'd' 'd' 'd' JMINFOOTER SPACING 512E CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN POS 51 CONSTRAINED FOO7E SPAGN POST 5I7P CONS7RNNED FOOTE SPACING POS SIZE CONSTRAINEDFOOTE(PSF/) 'd' 'd' 'd' 'd' (PSF).4 � ON SLAB SLAB (FT) TYP 'd' 'tl' 'd' 'd' (FT) TYPE 'd' 'd' 'd' 'd' (FT) TVP -d" 'ON /I FT i 'y (FT) Qn 24 (FTI in (FT) m n `lam FT �n) in n) m . m (in) m) (in) 10 3'- =27-&- .ZAP`, ��14' - -A- 17 -. 27. -�-29 �. -.,90= F21';r A. -20._. 30 92 93 15'-Y A 23 27 28 30 LIVE 3.6 1915" A 12'5" =A` z2 `-23- '2e" '28" `29� 79'-11' B 27 29 31 93 14'-0" A 24 26 28 29 4 17'-0' A 1116" A 24 26 28 29 1615" 8 28 29 31 32 17.11" A 24 26 27 29 4.5 15'-1" A 10'-11" A 24 25 27 28 17'-T B 28 28 30 32 11'-11" A 25 25 27 28 5 13'-T A 10'-2' A 24 25 27 28 78'5" 8 29 29 30 31 11'-0' A 25 25 26 28 5.5 174" A 9'-T' A 25 25 26 28 15'-10' B 29 29 29 31 10'-3" A 25 25 28 27 8 17'4" A F-11" A 25 25 26 27 15.2" B 30 30 90 31 9'-8" A 25 25 26 27 6.6 1015" A 8'-5" A 25 25 26 27 14'4" C 90 30 30 30 T-1" A 28 26 26 27 7 91S" A 7'-11" A 25 25 25 27 13'-7" C 30 90 30 30 6'-7" A 26 26 26 20 7.5 9'-1" A T-6- A 25 25 25 26 17.11' C 90 90 90 90 8'-1" A 26 26 26 28 6 8'6" A 7'-1" A 25 25 25 26 1Y4" C 30 30 30 30 7'-9" A 26 26 26 26 8.5 8'-0" A 6'-9" A 25 25 25 2e 11'-9" C 30 90 30 30 7'4" A 26 26 20 26 9 7'6" A 6'-5" A 25 25 25 28 11'•3' C 31 31 31 31 T-0" A 26 - 26 26 26 9.6 12' A 61•1" A 25 25 25 25 10.10" C 31 91 31 31 6'-9" A 26 28 26 26 10 6'-9" A 5'-10" A 25 25 25 25 10151 C 91 31 31 31 as' A 2e 28 26 26 -90 11 e' -Y A 6'4" A 28 26 26 20 9'S" C 31 31 91 31 5'-11' A 26 26 26 26 12 5'S" A 5'-0' A 26 26 26 28 0'-0' C 31 91 31 31 5'-0" A 27 27 27 27 19 5'-Y A 4'-7" A 28 26 26 28 e'S" C 91 91 91 31 6'-7 A 271 27 1 27 1 27 DO MPH FXPl1C11RF R 20 3 11'-10 A 9'4" A 17 22 24 25 15'-9" 821 23 25 27 28 10'•1" A 16 22 23 24 LIVE 9.5 10'-Y A 81•3" A 18 22 23 24 14'-2" C 21 24 26 27 8'-11" A 18 21 23 24 4 8'•71' A 7'S" A 18 21 23 24 12'-10" C 21 24 25 27 8'-7" A 18 21 22 23 4.5 7•.11" A e'S" A 18 21 22 23 11'-9' C 21 23 25 26 T4' A 18 20 22 23 5 7'•1" A 8'-1" A 18 20 22 23 10'-10" C 22 29 24 26 6'-9" A 18 20 21 29 6.6 6'S" A 5'S" A 18 20 21 23 10'-1' C 22 23 24 25 e'S' A 10 20 21 22 8 6'-11' A 5'-3' A 18 20 21 22 9'5" C 22 22 24 25 F-9" A 19 19 21 22 6.5 61S' A 4'-10' A 18 /9 21 22 8'-10' C 22 22 29 25 5'S" A 19 19 21 22 7 5'-1" A 4'-0" A 18 19 20 22 8'4' C 22 22 29 24 51•1" B 19 19 20 21 7.5 6'-0" A 4'•3" A 18 10 20 21 T-10" C 22 22 29 24 4'4' B 19 19 20 21 8 4'S" A 4'-0" A 18 19 20 21 TS' C 22 22 23 24 4'6' B 10 19 20 21 8.5 4'-2' A 9'-10" A 18 /9 20 21 7'-1' C 22 22 22 24 4'S' B 19 19 20 21 9 3'-11' A 3'•T A 18 18 20 21 6'-9" C 22 22 22 23 4'-1' B 19 19 20 21 9.5 9'-0" A 915" A 18 18 19 21 6'S' C 22 22 22 23 3'-10" B 19 19 10 21 10 3'6' A 3'4' A 18 18 19 20 6'-Y C 23 23 23 29 9'4' B 19 19 19 20 -90 11 3'-2" A T -O" A 18 18 19 20 5'S" C 23 23 23 23 3'S B 19 19 19 20 12 7-11' A 5 7" A 18 18 19 20 6'•9" C 23 23 23 29 3'-1' B 19 19 19 20 13 2'S' A 76" A 18 18 19 20 4'-10' C 23 23 23 29 7.11' B 19 19 19 20 90 MPH EXPOSURE B 7'-10' A 19 24 25 27 13'6' C 23 27 ' 28 90 8'6" B 19 23 25 26 30 3 18'-0' A T-10" A 16 21 23 24 73'6' C 20 24 26 27 6'-0" B 17 21 22 24 9.5 610' A 6'-11" B 16 21 22 23 12'-1" C 20 24 25 20 7'6' B 17 21 22 23 4 8'-0" A 0'-Y B 17 20 22 23 10'-11" C 20 23 24 26 6'-9" B 17 20 21 23 4.6 6'4' A 5'S" B 17 20 21 22 9'-17" C 20 23 24 25 6'-2' B 17 20 21 22 5 4'-10" A F-1' B 17 20 21 22 9'-2' C 20 22 24 25 5'-7"B B 17 79 21 22 5.5 4'4' A 4'-0" B 17 19 21 22 8'6' C 21 22 23 24 5'-2" B 17 19 20 22 6 W -O' A 4'-9" B 17 19 20 21 111 C 21 21 23 24 4'-9" B 18 10 20 21 0.5 3'S' A 4'-0" B 17 1D 20 21 7'4' C 21 21 29 24 4'6' B 18 19 20 21 7 9'5' A 9'S' B 17 18 20 21 6'-11' C 21 21 22 23 4'-Y B 1B 18 20 21 7.5 3' -2' A 3'-0" B 77 18 20 21 S 6'' C 21 21 22 29 TA V B 10 78 19 21 8 3'1' A T-9' B 17 18 19 20 6'-2" C 21 21 22 23 3'S" 8 18 18 /9 20 8.5 7;10- A 9'•1" B 17 78 79 20 5'-10' C 21 21 21 23 S-6" B 18 18 19 20 9 `2'-y8' A 2'-11" B 17 18 19 20 S-7' C 21 21 21 22 9'4" B 18 18 19 20 9.5 4/ 2'6' A 7-9" B 17 18 1 19 20 5'-4' 1 C 21 21 21 22 9'-2' B 18 18 19 20 -90 MPH EXPOSURE C 9 8'-0' A 7'-10' A 19 24 25 27 13'6' C 23 27 ' 28 90 8'6" B 19 23 25 26 �$OI 9.5 6'-10' A e'-11" 8 19 23 25 26 17-1' C 23 28 28 29 IS, B 20 23 24 26 4 8'-0' A 6'-Y B 19 23 24 25 10'-11" C 23 25 27 28 6'•9" B 20 22 24 25 4.5 614" A 5'S" B . 19 22 24 25 7.11' C 23 25 27 28 6'-2' B 20 22 23 25 5 4'-10" A 5'-1' B 19 22 23 24 0%2' C 23 25 26 27 5'-7" B 20 21 23 24 5.5 4'4" A 4'-8" B 19 21 23 24 816" C 24 24 2e 27 5'-2' B 20 21 23 24 6 4'-0' A 4'-3' B 19 21 22 24 T-10" C 24 24 25 27 4'-0*' B 20 21 22 24 6.5 T-8' A 4'-0" B 1B 21 22 23 7'4" C 24 24 25 26 4'6' B 20 21 22 29 7 Y-5' A 3'S' B 19 20 22 23 6'-11" C 24 245 26 4'-2" 8 20 20 22 23 7.5 3'-2" A T -S" B 20 20 22 23 8'6" C ' 24 24 24 26 T-11" B 20 20 22 23 B 3'-0' A T-9' B 20 20 21 23 e'-2' C 24 24 24 25 3'S" B 20 20 21 23 8.5 7-10' A 3'-7" B 20 20 21 22 . 5'-10' -C 24 24 24 25 3'6" B 1 20 20 21 22 9 7-0" A 7-11' B 20 20 21 22 5'-7' C 24 24 24 25 3'4" B 20 20 21 22 9.5 1 2'6" A 2'-9" B 1 20 20 21 1 22 5'4' I C 24 24 24 25 T-2" B 20 20 21 22 f' `'1-.500,FASCIA CAN BE N3, r ROLLED FOR 2'x6' FLAT PANEL 3004H36 ALUMINUM �� N3 S STRUCTURAL PANEL DIFFERENT PANEL HEIGHTS T— �:- o.7so FOR�2', 2.5' (3004-H36 ALUM. ALLOY) 1'625 HEIGHTS 3;6 PANEL 0:992' - � � os7s ROA 25 R0.250 R0.153 0.295 Ro.12s R= 0.2 U.95" 0.92" 0.125 � � I l.o , L_ 0.350 r R=.125" R=.125° 1.625 SIDE FASCIA IS 2.000 0.363 1,958 00 5 R=0.15° 0,188 NOMINAL .018 r 0'3- 16T IN THICKNESS. - 3.0" .167" 1.625 o �s '� (-- -i 1.060 �-- os2s 2 50" 6.000 -;� 167j 1.625 2.00 ATTACH TO TOP OF HEADERS 6.00" 3.00 --� PER TABLE 4.9 OR 4.10 / N j O cCl R ATT .� -0 SRL :. ERS - F� fT �E; 4;9 ORS 10 O r "`�/!/ �� N4 6 1/2" ROLLFORMEDfHEADER � � (3004-H36 ALUM ALLOY) _ FEB 2 arc 1 90- _—FOUR #14 SD SCREWS EACH SIDE FOR FOOTINGS UP TO d-28"'` TWO 3/8" BOLTS FOR 90 MPH EXP B ON,SLAB " ' 4 THREE 3/8" BOLTS FOR 90 MPH EXP C ONsSLAB 2' x 6.5' Rafter f FASCIA FROM NI, N2, N4 OR NIOy/� #10 SMS ONE PER PANEL �� Structural Panel •POST 2"X 6 1/2" 3"X 3t:)_SIDEPLATES SEE TABLE 4.9 OR 4.10 •�4 ALUM. FOOTING X S. BRACKET ° SEE GENERAL NOTE #11 ti9 MAX FOOTING SIZb SEE NOTE AT RIGHT a ; •, d =34' SLAB. OR FOOTING Rafter Tnlls ad• x 3• x e• He Header ' SS N8 BRACKET FOR CONNECTING POSIT TO SLAB - _ aQ. ; : OR FOOTING (6063—T6 ALUM,fALLOY) SINGLE SPAN ATTACHED UNITS ONLY NEWPORT fASCIA N rJ Post Uj C,08: 3.1 DETAIL * EX . p 009: 1 100 �AmmimaX 5208 TENNYSON PARKWAY C- BUILDING PRODUCTS, ING SUITE 100 PLANO, TEXAS 75024 OPCAI tF DRUM or rME, BEJ/CP 4/2/2009 NTS omonen Parts Connection a ai s for Newport Patio Structures Engineer's Stamp NP01-2006 1 of 4 uul 2. 8' — — r�-0641 COVER PAN0274-TEL 'I 0.024' 0 � .28 — a SEE TABLE 4.10 f �' 4;656 1.000 3" 0.024" � 6 5/8' 3' 7.88' 0.0750 T --i I-- 0.37 2.000 3' 12 <t=X0,105') or t= 0.0 16�4GO (t= 0.059') = 0.04400 ALUM ' ALUM _ = 0.041' STEEL 3• SQUARE COLUMN .875" TYP. I— 4.043 NOTE(3105-­26ALUM. ALLOY) 3 POSTS MAY BE TRIMMED w/FLEX N 1 6 ( x 6s• SI ALUM. FACING. <3004-H36 ALLUM.UM.AALLOY) N9 STEEL "C"— CHANNEL HEADER N10) CALIFORNIA FASCIA 3" ALTERNATE POST SIDEPLATE CONNECTION •DETAIL (STEEL A�653 Fy=50 KSI) (ALUM 6063 16) 3' z 3' METAL POST THESE DETAILS ARE LIMITED TO 90 EXPOSURE B ANDAC !!! mph SEE GENERAL NOTE 19 ' x 3' METAL POST EIGHT #14 SMS DETAIL N8 EIGHT #14 SMS O 001 TWO 3/8' x 4' EMBEDMENT O TVD 3/8' A-307 BELTS vITH LVO WASHERS LAG SCREW V/ EACH WASHER, ONE ON EACH O O NSE off SSS OF POST \ _ SIDE OF POST, �_ 1' MIN TIMBER OR HEADER OOR JOIST -� N12 UT°`M DOUGLAS "R UTILITY GRADE OR BTR ATTACHED STRUCTURE POST ATTACHED STRUCTURE POST N 13 TO DECKING TO DECK FLOOR JOIST 3.00" y 0.024" OR 0.040" TYP. 3.00' . N 1_SQUARE`=POST=-- 3104 35—H26 ALUM. ALLOY) N j j (3004—H36 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 110X1.5" SCREWS /1e. Asti A sroz 6 PLACES EXISTING EAVE B. WOOD FRAMING BRACKET IS 1P3' vmE L�B.� ALUM 2t8 I'MMt BOMD (� PANEL HWOER #10.1.5' �nw" 3 16" ASTM A36 #10r3.E" —'STEEL BRACKET �¢" TOP MOUNT 1" SPACING p fR► BETWEEN SCREWS L 1* LEDGER BOARD SMA IE 7'S SIDE MOUNT BRACKET FOR FASTENM TOP MOUNT BRACKET EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL N21 F_ 3" or 4" t— =AS- M�A6C A, or (N17 POST GRADE A MAX "L" FOR TOP OR SIDE MOUNT TRUSS/RAFTER _ Live O/C SPACING_ Load 16'• o/c p 214"o/c 10 14* -4" 20 ^ ll' -3" 11_ 1 -6 NOT ALLOWED: IN SNOW LOAD AREAS MAX WIND LOAD IS 105 MPH EXP' C STRUCTURAL -PANEL ALTERNATIVE VE ATT H NT ALL HOUSE PENE ATI❑ MUST BE COMPLET L PERMANENTLY, _n FES Ohre, -000,� p .0 C 8139 6/3012011 y V � D.,�n, -���EX 0 s• @� `�Ameiv�aax BLOLDIi\C PRODUCTS. It\C. OFCAIt n BEJ/CP • 4/27/2009 NTS HAMIE-CoMponent Po for Newport Engineer's Stamp FtLfr. NP02-2006 'NNYSON PARKWAY I DO TEXAS 75024 2of4 DETAIL "A" TWO a"O X4" LAG SCREWS RAFTER "x FASCIA 2"x WOOD FRAMING DOUGLAS FIR—{ARCH SEE DETAIL (NORTH) #2 OR BTR 'A' 0 RIGHT HANGER STRIICNRAL�� � L rNtw SEE TABIE 7A FOR MAXIMUM FOR FASTENER OVERWWG SEE Scmmku SCHEDULE 0 RIGHT N21 ALTERNATE EAVE ATTACHMENT /10 SMS 0164 '/ 6.50' L w/Snow load RAFTER_ MAX INSTANCE TO FIRST ROW OF POSTS "L" solid Goer wind '•slff SEE TABLE 7.5 %10 SMS O FOLLOW— { SAVE OVERHANG .-_- - - (24" otc) '-12" ~1 18" 1-2A' _T_30- _ ' 36• 10 psi 2x4 FASTENING 8'•11• V6- 2'-6- U. -2- -80 M1PH�Expe 2x6 .-. _ �27-0• :27.0'". �1T•4'-. _,.t3;8'. .., 9•-8• -'- 218 - 2i':i •.22•-0; -47_d-_ -.2774_ .. 22•-0: 10 psf 2.41v1 . 11•-2-_ 6'•7- �•.1• 7-P 0••z- 90MPHExpC MP 2x6 .27-0' _ 22'-0' - 15'•1" - _ -10'-1' -_ T•2' �' J2.8 _23'-V 27.0'-� ' 22;-0; _ _ .2Y-0' 22'-0'- 20psi -el 105_ MPH Exp B -•2x4 2R6 8'6• -77.4'-f7�' 4'4• 76' 9.• - 6 1'-3' •-10' 6' -0'•1- 4'-9' _177:1- 12-4• 12.4• iza• 1r_6: . /25 pal J 105MPH ExPC 214 _ _ 2.6 6'-9- 13-7' 3•_J' _ 11'.1• _ 2'-1• -7, _d-10• 5'4• _ 0'-0- 3•-8• y --- 2:6 _ it -r is• -r ' it -r 11 01 9; 1- wDsr 2x4 s'•6- 3-0 0.-4• 01-01 I'D MPHExRC� - S16 11'•1•_- 9'-2'" __r6• 6•-1" _. �. _. _ 2S•�. --- - 2x6 11'-4' _ 11�'-- ^14-- -- 8.;6.7 —7 I.- 40 P� 3•.107 1'-10• 0'6• Orf V-01 o•-0• __ _ _.._, _2x4 .. 2c6 -. _..T:10- _1`10' ._. 4'T. 7.7-_ -. V-4' 60 Pal _."-_-.• 214 ' — 2'3- ' ... 0' -10- _. _ 0-0• F-9' -1°-0- - -- • `.�. 3' 1C 7.2.._ 0•-1• 2a8 d••B` S-9` V -31T -W 55' EMMLE 2'xoa42 ww ax 0A32'%YX6'f25' NEADM 00 5' 6*OR PANELS 1/2 ® - /14 SMS ---'ALUM POST EACH SIDE 0.032'X3'X3' ® S 2'(6 1/2° ALUM. 24' ❑/C Vis, HEADER N4 ALUM POST SIDEPLA TYP !!/ WITH SIDEPLATES END VIEW 3.00' ---� DOUBLE ALUM N23 ROLLFORMED j HEADER 'N4' CONN. N24 HEADER C❑NNECTI❑N DETAILS TOCSTRUCTURAL PANELS 4' 4- 114 SMS_`-- _ 25 EACH SIDE �' 50- +, .6' F�3.00' 3'X 8' ALUM. HEAD ♦ ♦ � I 1•D''. 094 1 1.0' 2"X 6 ,/2'X .024• + --l-2:2511 -I r ALUM. SIDEPLATE #14 x 3/4' TEK 3' x 8' ALUM. HEADER 3" x 8" HEADER + F�1EAC�1SIDE + N2 CONNECTION 1 4- $14 SMS EACH SIDE 24. 0/C 3' ALTERNATE POST ON BRACKETS I ♦ I (STEEL A-653 Fy, PSI) ALUM. ALLOY) WITH SID.EPLATES 2• x 6 1/2' x .024 ALUM. SIDEPLATE 2"x 6.5" or 3"x 8" IN PLACE OF iEADER WITH SIDEPLATES IOST ODOUBLE 2" x 6 .5" HEADERS N25 or DOUBLE 3" x 8" HEADERS I #10 SMS @ FOLLOWING SPACING 6' O/C FOR 6' PANELS 12' O/C FOR 12' PANEL 2'X 6 1/2 12• I�NGER ALUM. @ 16" 0 24• ROLFORMED ti HEADER . FPSG�A 2•X 6 • i/2' ALUM. FASCIA �ti • 61 N28 ALTERNATE -DECORATIVE FASCIA TRIM EXR 2009 5208E 100 YSON PARKWAY SUI-- BCiLDI�C PRODUCfS;111G PLANO, TEXAS 75024 OFCAU or TYPE- BEJ/CP 4/27/2009 • NTS ComponentParts ConnectionDetails for Newport Patio Structures Engineer's Stamp •NP03-2006 •3 of 4 #10 x 2" SMS SEE TABLE 7.5 %10 SMS O FOLLOW— SEE TABLE 75 NOTE A—RAIL—SEE DETAIL 'N7' FOR SPACING \\ we SPACING: 6" O.C. FOR 6• PANELS #6 FOR END 1.50" 12. O.C. FOR 12• PANELS FASTENING % �� REQUIREMENTS 1. OR '<2.2i- t=.062' OR 2•50"1 42_6- ONE #8 SMS TYP. UDED HANGER @24' o/c (6063—T6 ALUM ALLOY) 43" 4' 4- 114 SMS_`-- _ 25 EACH SIDE �' 50- +, .6' F�3.00' 3'X 8' ALUM. HEAD ♦ ♦ � I 1•D''. 094 1 1.0' 2"X 6 ,/2'X .024• + --l-2:2511 -I r ALUM. SIDEPLATE #14 x 3/4' TEK 3' x 8' ALUM. HEADER 3" x 8" HEADER + F�1EAC�1SIDE + N2 CONNECTION 1 4- $14 SMS EACH SIDE 24. 0/C 3' ALTERNATE POST ON BRACKETS I ♦ I (STEEL A-653 Fy, PSI) ALUM. ALLOY) WITH SID.EPLATES 2• x 6 1/2' x .024 ALUM. SIDEPLATE 2"x 6.5" or 3"x 8" IN PLACE OF iEADER WITH SIDEPLATES IOST ODOUBLE 2" x 6 .5" HEADERS N25 or DOUBLE 3" x 8" HEADERS I #10 SMS @ FOLLOWING SPACING 6' O/C FOR 6' PANELS 12' O/C FOR 12' PANEL 2'X 6 1/2 12• I�NGER ALUM. @ 16" 0 24• ROLFORMED ti HEADER . FPSG�A 2•X 6 • i/2' ALUM. FASCIA �ti • 61 N28 ALTERNATE -DECORATIVE FASCIA TRIM EXR 2009 5208E 100 YSON PARKWAY SUI-- BCiLDI�C PRODUCfS;111G PLANO, TEXAS 75024 OFCAU or TYPE- BEJ/CP 4/27/2009 • NTS ComponentParts ConnectionDetails for Newport Patio Structures Engineer's Stamp •NP03-2006 •3 of 4 3.5' CONCRETE SLAB REQUIRED�� Lattice or FOR CONSTRAI ED FOOTINGS - ' Solid Panels STEEL POST Alun. Bracket 0.042"x3"x8" HEADER � \ � p 3° � 2 1 8 � fI <0.060'> '� 2x wood studs SPF D 12' EMBEDMENT/' FOR FOOTINGS Q p .p Q - - Lattice o�� Solid. Panels' / / u . Alun. Bracket a SMS C0.060'7 s sMs Or BTR 0,16" O/C \ATTACH PANELS UP TO d -40' Q 24' EMBEDMENT FOR LARGER .Q I J'x9' BAR EMBEDDED AT f ; PER DETAILS JAZ, p 0 D d LEAST 9' •I �Z BD OR BG Q d ;�. 3' x 8' Render pl 3' x 8' Header O2 1 4 LAG \ p - - - , t=0.024° OR 0.032"U co.oaz•> I I co.oa2•> 2' x 6' Slee Plate SCREW PER TABLE', 7.5 "ANC4',. co a10 sM I I 1 1110 SMSJ I MIN 2.25" MIN SCREW D g d I I 3' x e• Heaood2i SPACING IS 1" CONCRETE FOOTING zzeLEDGER' N31 3"x3" POST i i 3"x3' POST 1 2x DF�WOOD RAFTER do SIDEPLATES (3004-H36 ALUM. ALLOY) I i I 2x6.5' SIDEPLATE i 0 8 LEDGER BOARD ATTACHMENT HEADER {3004-H36 ALUM. ALLOY) N29 FREESTANDING OR ATTACHED N32 ALTERNATIVE SPLICE 'FOR ATTACHED UNITS POST/F❑❑TING CONNECTION Seal with permanently flexible 6 waterprooff 1/4LAG SCREW ' S (2 1/4' OF PENETRATION F�9 7 #14 SDS EACH SIDE sealant INTO WALL STUD) / 2' x 6' Ledger Board-3" oard(` STUD e�L c S1 ti�rFi/i .� BEAM HEADER O FUTi' 2' x 4' Stud J ' VP� 2 '� ALUMINUM' "H" 1.00'min.,�,M Fc�,� 9 m 3" u C 681 70 6" BRACKET 3"X 3" ALUMINUM - ( 3/8' Lag Screw e 3' x e• ALUM EXP 6130 011 POST RAFTER BRACKET ' �f /c 3"r \P I' 3.5' MIN ATTACH PATIO COVER AS PER N26 OR N27 Mamm a _3'X8' ALUM HEADER /1 CIV sT9%OFi.`i \�O�`.� 060 �( y e Completely Seal with permanently flexible 8 FOUR #14 SDS EACH SIDE waterproof sealant I N35 ALUMINUM 'H' BRACKET FOR 2.5' MIN PENETRATION INTO WODD FRAMING ` 1.00'roin. pzr wa M14 SELF -DRILLING SCREW oQR P 'T ' CONNECTING .POST TO HEADER (6063-T6 ALUM. ALLOY) _yvpS �; y Synthetic Stucco or POST ALTERNATIVE FOR SLAB ATTACHMENT ONLY - cc other non-structural covering i EX ' <1• max. thick) Sheathing �� * / A� l�llelZmaX 5208 TENNYSON PARKWAY 'BCALDINC 10EXAS PRODUCES. IKG SUITE 75024 SEE ALLOWABLE DISTANCE TO FIRST N33 � oDGER 80ARD'OETaL ROW OF POSTS IN TABLE `� OF,GA41 7.7 BEJ/CP 4/27/2009 NTS NNW--Componenf arTs ConnectionDetails aa�s for Newport Patio Structures Engineer's Stampa NP04-2006 ., IAYMU YAUt NUMbt KA4 Ur b/ R= 0.2" 0.95" 0.92" 876" 516"-1.500 R=.125" R=.125" OUTSIDE 561INSIDE " - y �. �L� I ►� 0.5" ' R= 0.15" 1 450"i- 1.903" .4502216" TYR "=625 2.50" 3.0" 167" I T 187" 2.464" ,�� � 0.750 SEE TABLE 1.654"le, % TMP• � 1.714" 876" I 4.9 OR 4.10 SEE DETAIL D 55 1/2' 1 47 TV. �`5.5 1 7 ~ II 1.625 L SEE DETAIL:DJNP 167" 6 ' gg l SEE DETAIL B TMP' 6.00". r 1.137" 12.Ob" 1.137 6.500 0.125 I 2,500 ATTACHp TD TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4.10 2.00 6" FLAT PAN OR ATTACH PER STRUCTURAL FASCIA DETAILS 1.625 V 6" STRUCTURAL PANEL 5•� (3004-H36 ALUM. ALLOY)© 12" STRUCTURAL PANEL (3004-H36 ALUM. ALLO / 0.316 0.718 2. 1.625 000 0.036 0.992 0.875R0.125 18' SIX 814 SD 0 `�� Nq� ~�f R0.250 + R0,125 R0,153 } r 5" �' OON EACH pU .,C 3.00 1 i 0.350 0.295 CE R FjV E 6n'a 2" ROLLFORMED FASCIA 3004H36 ALLOY 2.000 1.958 ° °' ° IB �' " 363 6.50" I 5.5• J-° ° owc E 81 12011 r 29 ? 'i 2019 �-- 0.525 1.060 3" 5° * q SEE:j��� SEE:�4• SPLA � I A�\F DETAIL D � 6.000 DETAIL B 9' 9' STAT 0 0.641 OQ` I 'x6' FLAT PANEL 3 - J14 SMS ��3004H36 ALUMINUM ON EACH SIDE OF SPLICE OF ROLLFORMED HEADER SPLICE r' (3004-H36 ALUM. ALLOY) 4;656 I ML 1.000 0.075 *E6 ' SHEET METAL SCREWS @ 8' ❑/C ROLL FORMED /// HEADER SEE, TABLE 4.9 ❑R 4.10 2.000 0.516" 0 R= 0.08" OUTSIDE-'ITYp,0.036" ROLL FORMED 0.10" 0.125V.3X' HEADER SPLICE, TIGHT _ FIT INSIDE OF HEADER, r'-----4.043 0.72"R= 0.20 9" EACH SIDE OF� R= 0.25° � . 50 � P T _G CALIFORNIA FASCIA ' SPLICE. 3 - #14 SMS �O (6063-T6 ALUM. ALLOY) ON EACH SIDE cc C 13: SEE1.250" OF SPLICE 2009 + `-- 5208 TENNYSON PARKWAY DETAIL B 6.00" �� 6.00 Ari1f'1°LI11aX SUITE 100 12,00 BUILDUYC PRODUCTS. ISG PLANO. TEXAS 75024 \\ OFGA1:1 0 3 1/2" X 12" STRUCTURAL PANEL (3004-H36 ALUM. ALLO 4/27/2009 NTS BEJ/CP S Component Parts &Connection Details Engineer's 'Stamp Sur- met. CDOI-2006 1 of 9 I 0,67' CLASSIC FASCIA W/ STABLIZER CLIP (6061—T6 Alum. Alloy) 750" ONE #10 SM .291 ---7375f//PER PANEL " i� 7 SEES TABLE 4.9 OR 4.10 1.0" 5.406" STRUCTURAL PATL 079"079 2.725" 109" 4.00" O ALASKAN HEADER ` (6061-T6 ALUM. ALLOY) ]AV )1113 NOTE 8 — #14 SMS HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPUCE WITH TIGHT FIT INSIDE HEADER �� 41" 0.15" 1 TYP. ., .5.. 5.406" 10" —I.S .5'{-- 10" __45" - � - � 24" 8 — #14 SMS 'x.250" R. �-- 4.00" OI ALASKAN HEADER SPLICE (6061-T6 ALUM. ALLOY) .900" ONE #10 SM PER PANEL oI 3751, r�STABILIZEI2 CLIP - SEE DETAIL 7z_ •062 FOR EXTRUDED 1.187" R=.375 HANGER W/ A—RAIL OA—RAIL 437" (6063—T6 ALUM. ALLOY) 0.215 2,750 0.3750.057 2.965 STABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' (6063—T6 ALUM. ALLOY) SEE TABLE 4.9 L� PR 4.10 )�-�3 1/2" STRUCTURAL Sl PANEL 0.082" o 0.062" C •- * EXR 3.00"— OL 5 1/2' EXTRUDED HEADER 16061-T6 ALUM, ALLOY) Engineer's Stamp x%14 S.M.S. 7" �7.. SPLI 6 DETAIL O 5 1/2" EXTRU (6061-T6 A (`Ttl_' 8139 �l ^�. E 1301201' c� 'x--` BUILDING BEJ/or CP NTS Ca iEADER f FIT /2' TENNYSON PARKWAY 100 ) TEXAS 75024 its & Connection Details 2of9 0.09' ONE #10 SM ir— I �/ PER PANEL 0,38' _--STABIUZER CUP /.� 110.54' SEE TABLE 4.9 OR 4.10 5.75' �{ � 0.50' 0,63' --"j IrT 1 2.17' 2.31' F--- 4.00' / .115 GAUGE TYPICAL CLASSIC FASCIA W/ STABLIZER CLIP (6061—T6 Alum. Alloy) 750" ONE #10 SM .291 ---7375f//PER PANEL " i� 7 SEES TABLE 4.9 OR 4.10 1.0" 5.406" STRUCTURAL PATL 079"079 2.725" 109" 4.00" O ALASKAN HEADER ` (6061-T6 ALUM. ALLOY) ]AV )1113 NOTE 8 — #14 SMS HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A POST. 0.15" EXTRUDED HEADER SPUCE WITH TIGHT FIT INSIDE HEADER �� 41" 0.15" 1 TYP. ., .5.. 5.406" 10" —I.S .5'{-- 10" __45" - � - � 24" 8 — #14 SMS 'x.250" R. �-- 4.00" OI ALASKAN HEADER SPLICE (6061-T6 ALUM. ALLOY) .900" ONE #10 SM PER PANEL oI 3751, r�STABILIZEI2 CLIP - SEE DETAIL 7z_ •062 FOR EXTRUDED 1.187" R=.375 HANGER W/ A—RAIL OA—RAIL 437" (6063—T6 ALUM. ALLOY) 0.215 2,750 0.3750.057 2.965 STABILIZER CUP FOR EXTRUDED HEADERS 'H' & 'L' (6063—T6 ALUM. ALLOY) SEE TABLE 4.9 L� PR 4.10 )�-�3 1/2" STRUCTURAL Sl PANEL 0.082" o 0.062" C •- * EXR 3.00"— OL 5 1/2' EXTRUDED HEADER 16061-T6 ALUM, ALLOY) Engineer's Stamp x%14 S.M.S. 7" �7.. SPLI 6 DETAIL O 5 1/2" EXTRU (6061-T6 A (`Ttl_' 8139 �l ^�. E 1301201' c� 'x--` BUILDING BEJ/or CP NTS Ca iEADER f FIT /2' TENNYSON PARKWAY 100 ) TEXAS 75024 its & Connection Details 2of9 FOUR #14 SD-SCREWS�EACH 75' FASCIA HDR. TYP SIDE �UP.�TO"D=28--fOOTING in, TWO 3/8' BOLTS TWO'3/8" BOLTS FOR 90 MPH FOOTINGSAND T EXP BI 'LLU 1.5° ® THREE3/8 BOLTSOR 90MPH EXP C AND FOOTINGS UP TO THAN d=28" 3-X 3" 2"X 6.1 /2" T 75' TWO 3/8' BOLTS W/ 1" DIA. SIDEPLATES r TYP. x 3/32" THK. STL WASHER ' ALUM. FOOTING BRACKET 15" 0,032'X1.5' SO ALUM W/ DEC❑RATIN£ SEE GENERAL NOTE 811 ALUM SCROLS OR S❑LID FILL � MAX FOOTING SIZE d =34' n3l 11 6.0" SEE GENERAL NOTE 811 'I �, ;° :> •• ' • o a ^ r "• •TI MAX FOOTING SIZE d=34'POST .Se SLAB OR F G TWO 3/8" BOLTS 29. X AD -O + OTIOM CONN. CHANNEL -� 2.25° I— 4.5' --� 2.25' �-- S° 2 9 . ALUMINUM f CONCRETE S TING BRA ET ❑R CONNECTING TO B ❑R f❑ TING ® ROLL FORMED SCROLL POST CONNECTION T❑ 1C❑NCRETE SLAB OR f0❑TING - 6063 T6 ALU ONLY -S. `E.E USAB Rt _ PAN ATTACHED UNITS BRACKET = 6063 T6 ALUM ALLOY�O vU Q` POST =DETAIL AA OR AF 446 �� ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS 1 9 G 6 39 A 2��� Lu XP 3.000' CD �"� .188" �F1- 437", 4) Lam' ` 3' or 4' TYP. 3.. 0.37 3.000' TYP. .688'(4) I I ham' or 4' --1�^ .094' I .7 O'K4) `�-� ,�13' _ -- 3' or 4' -ASTM -A500 -.---`" CD _A t (IN)= 0.032, 0.040 : ALUM 68 "(4) AG Ln GRADE -'FEEL POST = 0.041 (STEEL) �� 437 (4) ALUM fMAY E TRIMMED w/FLEX AI=1 3" ALTERNATE POST .12 RAD. 020" DP. ( ) x 70' RAD.(20) _ oQ� ,P' {3004-H36 ALUM. ALLOY OR A-653 -Fy=40 KSI STEEL) .062" (12) 197" RAD(16) 1.50 m '® COLONIAL POSTS „ A� TWIN 1 SQ. X..062 u CrIll 3 Es + ; 00g * l�j`*i�1�I11e11mC 5208 TENNYSON PARKWAY (3" ALUM. 6063-T6) .5 �J BL>tLDII�G PRODUC75, IIiG PLA1NO,TEXAS "t" = 0.062" UNLESS OTHERWISE NOTED EXTRUDED 'POST oF;cA�oQ> 75024 DRAM- (ALUM. 6063—T6) BEJ/cP 4/27/2009 NTS Component Parts & Connection Details - Engineer's Stamp C005-2006 5 of 9 T'n /16' ASTM AM STEM /10X1.5' SCREWS °1D6 PLACES EXISTING SAVE WOOD FRAMING ALUM *2X5� (ss'OPANEL 16{NTOP 3/16".ASTM•A36 L STEEL�BRACKET /d1" SPACING FSi� sc' BETWEEN SCREWS ALU PANEL i LEDGER BOARD TOP MOUNT BRACKET SIDE MOUNT BRACKET EAVE OVERHANG AND 'L' MUST COMPLY WITH DETAIL BN ALSO el ALTERNATE EAVE ATTACHMENTS fro FOR BOLT 2 SIZE IL V, 50' 6ox4 �7 o.61e 6/8- 3 3- — 3' SGUARE COLUMN (3105-H26 ALUM, ALLAY) BI( r x 6.5' SIDEPLATES _ (3004-136 ALUM, ALLOY) TWO a"O X4" RAFTER LAG SCREWS DETAIL "A" ` 'x FASCIA 2'x WOOD FRAMING rDOUGLAS FIR -LARCH (NORTH) sEE DETNL #2 OR BTR 'A' o RK41T� T1 3.00' .094' �-i 11.OT #14 x 3/4' TEK NOTE, DETAIL 'BJ' FOR INSTALLATION AND-� PROPER CONNECTIONS. 3' ALTERNATE POST CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) L FASCIA H SEE FOR MAXIMUM JLV� FOR a UHANG SEE SCHMME SCHEDULE o RIGHT BN ALTERNATE EAVE ATTACHMENT MAX "L" FOR TOP _ OR SIDE_MOUNT Live Load (pis;16''o/c; 2 4 " o / c 10 1T-11" 11'-11" 20 9'4" 1 6'-3" ALL HOUSE PENETRATIONS MUST BE RAFTER SIZE _ C24- 61C) COMPLETELY AND PERMANENTLY SEALED \ NOT ALLOWED IN SNOW LOAD AREAS ' ._ ._ 36- MAX WIND SPEED IS 110 MPH EXP C ` 3/8' BD V/ 3/32- WASHER /3r VASFER AS PER TABLE 1&4 FASCIA E USE COLUMN K FASCIA L5S USE COLUMN N FASCIA KLH USE COLUMN N _.80 3/8' BOLT AS PER TABLE 10.3 1 0 ST B USE COLUMN F POST DQE USE COLUMN J ALTERNATE POST CONN. IXt 2.90' BRACKET. 3' SO. POST (DETAIL BJ 3" POST CONNECTIONS FOR FASCIA HEADERS Live/Snow Load Solid Corer wrq S ! _ .._... __ ___ RAFTER SIZE _ C24- 61C) MAX DISTANCE TO FIRST ROW OF POSTS "L" 12" EAVE OVERHANG 1 TO -;--T-- ' j 30- ' ._ ._ 36- tO psf_ PHExpB � 20 15'-8' 27-0' -22'-0 B'-11' -27-0 27-0: 1T4' 22-0 138' 274Y 96' 27-0' 2x8 -2x8 10 ps1�_ MPH Exp C P_-_. __ ;20 2x4 _ 3x6 2x8 11'-2' 22--0' 22'-0' 6'-7• 27-0 27-0' �'-1' 1S -Ir 22'-a ` 7 4' " 1 1-9''- 2z-0• 0 2' 7-Y 22'-0' psl 2x4 W -W 4'-9' Z- i'.3' U-1' MPH Exp B 2N[6 174' 174' 174' 1Z4' - 9'4r _1214' _ _ 6•-10• 17-W 4•-9' 111-6' 2x8 _ _ 2 p , 105 MPH Exp C _2x4_ 2x6 _ s-0' 13'-7 3-0- 121-3-- r -r T 8' 6,_T- 0-10 S4' -11'_10: a-0' 3-W 9_1' y� 2x8 13'-7-7' - 13'-7' 30 pet 110 MPH Exp C 2x4 _ 5'6' 8 2' - 6-1- 4-1' 7-8' 2x611'-1' 2x8 1Ff - 40 psf 2x4 2x6 7-10" T ' - 10 1'-10' - 6'-7' 0'-8' 4'-2' 0-0' - - Z-7' ' 0' -0- ' 1'4° 2x6 - V -W 8.4• 8'4• 6'-r 4'-8' 60 psi 2x4 T3' 0-10'- 3' 10' U-0' - 7-r 0' -0' U -W J U-11 2x6 _ W -Ir 11-M 2x8 5.9 4/27/2009 Engineer's Stamp ' 11111Pi11mC1X 5208 TENNYSON PARKWAY BUILDING PRODUCTS, mr, SUITE 100 PLANO, TEXAS 75024 ON BEJ/CP Mwe NTS Component Parts & Connection Details CD09-2006 9 of 9