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09-0143 (PAT)NIP.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4t!t 4 4 Q" Application Number:09-00000143 Property Address: ~81960 GOLDEN STAR WY APN: 764-280-999-97 -300235- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 3245 Applicant: Architect oorEngineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 Busi nd Professionals C ,and License is in full force and effect. License Class: C51 a se No : 937 Date: �ontractor: F — OWNER -BUILDER DECLARAIAN I hereby affirm under penalty of perjury that 1 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, 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.). - ( I 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 Owner: PATTERSON,JAMES 81960 GOLDEN STAR LA QUINTA, CA 92253 ( Contractor: LA QUINTA PATIO COMPANY' 40133 CALLE LOMA ENTRADA BERMUDA DUNES, CA 92203 (760)863-4335 Lic. No.: 449379 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/17/09 ry F 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. 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 1ST COMP INS Policy Number WEN0003727-03 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' com sation laws of California, and agree that, if I should become bject to the workers' compe ion provisions of Section 1 3700 of the Labor o e, hall f rt wit mply wi t ose ons. Dat" �� Applican' WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAG S UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP T 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 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. 7 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 city and county ordinances and state laws relating to but ing constructs , and h eby au o ' repres of this cou y to ter upon the above-mentioned proper r inspects purpo Date [ ignature (Applicant or -Agent): 1 �- 1 V Application Number . . . . . 09-00000143 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 63.00 Plan Check Fee 40.95. Issue•Date . . . . Valuation . . . . 3245 Expiration Date . . 8/16/09 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments ALUMAWOOD PATIO COVER TOTAL OF 244 SQUARE FT. PER APPROVED PLANS & 2006 IBC CODE; 2006 IRC CODE; 2007 CBC. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)' 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged ----------------- Paid Credited Due ---------- Permit Fee Total -------------------------_---- 63.00 .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total 1.50 .00 .00 1.50 Grand Total 105.45 .00 .00 105.45 LQPEMIT Bin a City of La Qu[nta Building &- 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: s /vp y -- Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: Lh UIA.) r-IPY p,19-7-/L-) t2-©- Telephone: ( - Address: 4o - ( 3 3 C'1} LL L!�- �-p /q p 1E- •t'fL4-DA Project Description: City, ST, Zip: 1 N 171 o I✓ A- 3 4 Telephone: 7 (O - $- 7 4{ - 1 U `i 3 State Lie. # : 'q-7 3 % 9 City Lie. #:2(P s Arch., Eng., Designer: �—! ,�/% m Address: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.:#Stories: #Units: Telephone # of Contact Person: ' Estimated Value of Project: APPLICANT: DO DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACKING _ PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cities. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°' Review, ready for corrections/issue Electrical Subcoutactor 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 Total Permit Fees 0"'1960 GOLDEN STAR PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE 2 EXISTING RESIDENCE TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 Building Official Local Authority Having Jurisdiction RE.- Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that -the Duralum Products, Inc. patio covers, installed at the site address noted below, -with solid roof panels or lattice purlins, as cited 'in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter. must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you require additional information.` �R FESS Sincerely,S1. C,qy co Wr No. 37948 rn Exp. 3/31/09 Tom Camp ell, PE `.s CN►l OF {;AU. Site Information Owner's Name ADSL Address ! to 0 OLJCu City/Town State PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: JUN 0 210 GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -O5 -MINIMUM DESIGN LOADS FOR BUIL D_INGS.AND OTHER STRUCTURES -AND THE -2000 ALUMINUM _MANUAL -ADM 1-00. DRAWING NOTES: i t1 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4, THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD C OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9: AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF.PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEAR ING'PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES BAND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psl OURALUM PRODUCTS, INC. . SCALE: NONE RANCHO CUCAMONGA, CA (951) 747-2107 GENERAL NOTES HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 1 OF 29 REVISED BY' K K. 8 D P 90 1197d110 MPH /C M 457-7071 FAY 40:1.151Q e=In elTdumLun rnm RAFTER. R SIZE BLE OPEN LATTICE TYPES Fk/ST/NC AND SPACING MAX. PROJ. C' "Iva NOTE: THIS OPEN E ENCLOSED STRUCTURE SEE SCHEDULE \ MAX. PROD. B!// MAY NOT BE ENCLOSED OR COVERED. \ SEE SCHEDULE <O/A, MAX. O.H. O 7s� .1/ 25% OF SPAN Q' _ ' RAFTER, SEE TABLE FOR SIZE Op 4} AND SPACING pOSisa RHq '9C/h,GC �s�O'�.°OVFR 25°/. OF SPAN °STSpM- C POSTHHEIGHT \Gi 'WC/NC SEE SCHEDULE �DO- POST HEI G 16 DUL - SEE CH DOLE p� OQ 0 LENGTH OF STRUCTURE VARIES c /s OST WITH SIDE- °vF PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES sFFT Sago/ .. 'lfllull' AB(F NG a POST WITH SIDE- NQTE: EACH COMPONENT IS INTER- ao MAY S UUSEDwH RE I I ISI O 2 loop SFFl Spq PLATES SEE rna CHANGEABLE WITH ANY OTHER sF srsa PERMITTED. ' °<F°jNc FT qC/ , r COMPONTENT UNLESS OTHERWISE SHOWN. As(F N° SEE SCHEDULE I\ 71n -SLAB ATTACHMENT FOOTING WHERE �{-tJJ ,"•J�OTE: EACH COMPONENT IS INTER- apST MAY BEUSED WHERE SEE SCHED. FOR F00T11N ID, GEABLE WITH ANY OTHER SFFT SaAC PERMITTED. OPEN LATTICE -TYPE PATIO COVER P NTENT UNLESS OTHERWISE SHOWN. qa(F /tiG SEE SCHEDULE NOTE: THIS OPEN LATTICE.TYPEST P 'A� �i`� _ FOOTING WHERE REQUIRED. x�SCALE: NTS MAV NST BE.ENCLOSED OR SEE SCHED. FOR FOOTING CUBE SIZE (TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU-C_T_ ^ TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE No. 0.37 37. . �C NOTE: THIS OPEN LATTICE -TYPE STRUCTURE Exp. 3/31 MAY NOT BE ENCLOSED OR COVERED. MAX. PROD FOR SIZE . MAX. PROJ. RAFTER, SEE TABLE SEE SCHE U NOTE: THIS OPEN LATTICE -TYPE TUR SEE SCHEDULE ' AND SPACING MAY NOT BEE - - �' - V ��� .. RAFTER,SEE TABLE FOR SIZE 2s MAX. O.H. Om/� AND SPACING xO�.Va• SM. OF SPAN OSl SE _ T LENGTH OF STRUCTURE VARIES HEIGHT .'sn - TOM CAMPBELL & ASSOCIATES, INC. -rus i "u"' 1 uu SEE POST DETAI LENGTH OF STRUCTURE VARIES PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 1=3/2007 ' SFF T,��OgC/N OPEN LATTICE 10, 20 a 30 psf OURALUM PRODUCTS, INC. SCALE: NONE POST CR SSSECTION. (F G 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 3OF 29 ap SFF TSa , SEE POST DET L NOTE: EACH COMPONENT IS INTER- 71n• sue MAE C 4YC CHANGEABLE WITH ANY OTHER ' SFFSrso TO CONSTRAIN MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN.rAe qc/H l\ (F c FOOTING, SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- a °sr sFF TO CONSTRAIN FOOTING. SEE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER saq TAB<FC/Hc SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE OTII SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FO CUBE SIZE SEE SCHED. FOR FOOTING TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 1=3/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 a 30 psf OURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WINO = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 3OF 29 REVISED BY: K.K. a D.P. 90.100 a 110 MPH (916) 452-7021 FAX 403-1519 sales®durelum.com r SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL AND SHAOFSTRUlvor C ROOF PANEL SEE FORCSPANSE HEpROJLE TOBlFtE N FEN SO THAN N 0. SPA "O.H:" NOT TO EXCEED 25% OF SPAN 1 SEE•DETAIL FOR SPLICE J POST OPTIONAL: CANTILEVER SQ. POSTS. SIZE VARIES SEE SCHAC1 0 SEE SCHEDULE FOR ED(,LE POST SPACING ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE – SQ. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE r� O.H vOFS RUCUREwry (MNOEENCIOSEC) 515 ATTACHMENT CHANNEL ALUMINUM SEE DETAILS —_\ ROOF PANEL MIN. 0.5" SLOPE PER FT. \ SEE SCHEDULE FOR SPANS 0. "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE pOSTSp SO. POSTS. SIZE VARIES SEESCHED /NG 3 12" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULEC\SEE SCHEDULE Sa1ftHT.=.=12'12' O `P FOOT Jtl U REQUIRED O SEE SC O FOR FOOTING CUBE SIZE .37948 x d . 3131149 nNi /Ycdd o A nnur'r'% Rn POST s OZ,S 3 1/2" SLAB ATTACHMENT ALTERNATE: NOT TO EkCEE MAY BE USED WHERE OF Sp qN D PERMITTED. SINGLE POST 10, 20 6 30 ps1 SEE SCHEDULE SEE SCHEDULE ALTERNATE: MAX. HT.= 12' 25 Ors O EXCE ED STRUCTURES SINGLE POST 8269 ALPINE AVE., SACRAMENTO, CA 95826 11 NOTE: NO SPLICE AT THIS ~ J POST ANDA END BAYS. FOOTING WHERE REQUIRED ✓ D SEE SCHEDULE FOR FOOTING CUBE SIZE ' NOTE: EACH COMPONENT IS INTER- SPLICE AT THIS CHANGEABLE WITH ANY OTHER nnn —1 1- COMPONTENT UNLESS OTHERWISE .I I.—w.1rn r. ire .ter. ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE – SQ. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE r� O.H vOFS RUCUREwry (MNOEENCIOSEC) 515 ATTACHMENT CHANNEL ALUMINUM SEE DETAILS —_\ ROOF PANEL MIN. 0.5" SLOPE PER FT. \ SEE SCHEDULE FOR SPANS 0. "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE pOSTSp SO. POSTS. SIZE VARIES SEESCHED /NG 3 12" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULEC\SEE SCHEDULE Sa1ftHT.=.=12'12' O `P FOOT Jtl U REQUIRED O SEE SC O FOR FOOTING CUBE SIZE .37948 x d . 3131149 nNi /Ycdd o A nnur'r'% Rn POST SEE-,iC//Y SCHEDULES OPTIONAL: CANTILEVER BEAM SEESCHEOULES LIVE LOAD - SE POSTE PACINDULE OR JOB NO. GF07.0674 PgST SPACING I SOLID PANEL 10, 20 6 30 ps1 D /y I� NO _ ALTERNATE: SCALE: NONE 25 Ors O EXCE ED STRUCTURES SINGLE POST 8269 ALPINE AVE., SACRAMENTO, CA 95826 '9N i SEE SCHEDULE D 90. 100 8 110 MPH III NOTE0 SPLICE AT THIS POST D AT END BAYS. FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION WWV \ ALUMINUM OOF PANEL MIN. 0.5" SLOPE PER FT SEE SCHEDULE FOR SPANS 0 "O.H" NOT TO EXCEED 25% SP OF SPAN SEE DETAIL FOR SPLICE POsrs LD/IGTH OF AN SIWgL STRUCT THE PRO JECTI0 E LESS TH RIE: ENOCOSED . OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 25OOF`II -NOTE!INO SPLICE AT POST AND AT END BA' NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN, (Mq y NDT BE ENCLOSED ) SQ. POSTS, SIZE VARIES SEE-,iC//Y SCHEDULES TOM CAMPBELL & ASSOCIATES, INC. SEE SCHEDULE FOR LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY:, JOB NO. GF07.0674 PgST SPACING COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 6 30 ps1 DURALUM PRODUCTS, INC. I(giB)452-7021 I� NO _ 3 1/2" SLAB SCALE: NONE ALTERNATE: STRUCTURES 255 '.' OFSp444rrrvvvEX 8269 ALPINE AVE., SACRAMENTO, CA 95826 MAY BE USED TO CONSTRAIN SINGLE POST D 90. 100 8 110 MPH FOOTING, SEE SEE SCHEDULE SCHEDULE NOTE POST 0 SPLICE A THIS ' D AT END BOYS. FOOTING WHERE REQUIRED r 1 I SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1 /Z x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY:, JOB NO. GF07.0674 DATE: 1 02 312 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 6 30 ps1 DURALUM PRODUCTS, INC. I(giB)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA 951) 741-2107 ( STRUCTURES HORIZ WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. d D.P. 90. 100 8 110 MPH FAX 403.1519 salas@duralummm RAFT 2.. r -o *SEE NOTE ALUM. ALLOY 3004-H36 OR EQUAL CE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004-H36 OR EQUAL 3" MAX.. 2" r Y ALUM. ALLOY 3004•H76 042„ OR EQUAL .024" , +.032" * SEE NOTE BELOW � DBL. 2 x'6 1/2" RAFTER C 3 x 8" RAFTER c L.L.= "T' m 0 90 MPH 100 MPH 110 MPH L.L.= 'T' � °� 90 MPH 100 MPH 110 MPH C (PSF) (IN.) a o EXP. B E:XP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) H o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16 20,_3„ 18'-4" 18,-4„ 16,-6„ 181_1„ 16,_0"' 042 16 .28,_2 25,_7„ 25,_7„ 22'-0" 25'-2" 21•_2,; 10 24" 16,-6„ 15,_0„ 15,_0„ 13,_8„ 14,_5, 13,_1„ 10 24" 23'-D" 20,_10„ 20,_10„ '18'-9° 20,-6"' 18'-2„ 16" 27'-0" 24'-6„ 24,-6„ 22,_0„ 24,_2„ 2V-4" .032 24" 22,_0„ 20,-0„ 20,_0„ 18,_0„ 19,_8„ 17,-4„ 0 .024 17-4- 16"j, 15,_7, 15,_7, 15.7, 15,_7, 15,_7, 15,_7, 042 16 21'4" 21,_0„ 21,_0„ 21,_0„ 21,_0". 21'-0" 20 24" 12'-4" 12' 4" 174" 12-4" 12'4" 12'-4"_ 20 24 17,_7 17,_7, 17'-2" 17,_7, 17,_7, 17,_7, 16" 20,_2„ 20,_7, 20'-2" 20,4, 20,4, 20,_7, .032 24" 16' G" 16' 6" 16,_6., 16._6,• 16'-6" 16.-6„ 024 16 12,_5, 1'2,_5, 12,_5, 12,_5, 12,_5„ 12,_5, 042 16 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 30 24" 10,_2" 10,_7, 10'-7, 10,4, 10,_7, 10,_7, 30 24" 14,_7, 14,_7, 14,_7, 14,_7,. 14,_7, .14'-7, 16" 16,_7, 16,_7, 16'-7" 16'-T' 16,_7„ 16'-7" .032 24 13,x„ 13' 6" 13 6„ 13'x" 13'-6" 13.6„ *ENGINEER'S NOTE: WHERE SINGLE RAFTE0S` Il. OUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" Q.C. OR 48`0 NG RSY. N CE RAFTER SPANS ARE NOT EXCEEDED. JUN 0 2-2008 O 37948 f- PROJECTION ^31/08/ - --SPAN 7 RIBUTARY TRIBUTARY= VVIDTH 12 SPAN . O.H. L.• .i NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK 1-!1 c= m _2 x 6 1/2" 9-0-MPH� RAFTER 100 MPH �f 110 MPH L.L.= I (PSF) "T' I (IN.) a cc EXP. 13 _EXP_.Ct EXP. B EXP.0 EXP. -B EXP. SCALE: NONE 0 4 16" 14,-4„ 13,_0„ 13,_0„ 11,_8„ 12,_10„ 11,-4„ 24"F � 11'_8" �'-� 10,_7„ 9'-6" 10,-4„ 9'-3" 10 .032 16" 19"1" 17,-4„ 17,-4„ 15'-6„ 17,_1" 15,-4 24' 15 6„ 14,_7, 14,_2„ 12,_8„ 13'-11" 12,_3„ .042 16" 26,-4„ 23,_10„ 23,_10„ 21,_6„ 23,_0„ 20,_1 24" 21'-6„ 19'-6" 19'-6" 17'-6" 18'_g" 17'-0" .024 16„ 10,_8„ 101-81, 10' 8" 10,_8„ 10'-B" 10'-8' 24" 8,_g„ 8,_9„ 8--q- B,_9„ 8,_g„ 8,_g„ 20 .032 16" 14,_3„ 14'-3" 14,_3„ 14,_3„ 14,_3„ 14,_3„ 24„ 11'-8" 11'-8" 11'-8" 11'-8" 11,_8., 11'-8' 042 19,_8„ 19,_8„ 191-8,. 19,_8„ 19'-8 24„ 16;_1„ 16'-1" 16,_1„ 16,-1" 16,_1„ 16,_1 .024 16" 8'-10" 8'-10" 8'-10" B'-10" 8'-10" 8'-10 24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 30 .032 16" 111_91• 111_9- 11 _9 11,_9„ 11'-9" 11,_9, 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" .042 16" 13'-6" 13,_6„ 13,_6„ 13'-6" 13'_6„ 13'-6 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3 CE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004-H36 OR EQUAL 3" MAX.. 2" r Y ALUM. ALLOY 3004•H76 042„ OR EQUAL .024" , +.032" * SEE NOTE BELOW � DBL. 2 x'6 1/2" RAFTER C 3 x 8" RAFTER c L.L.= "T' m 0 90 MPH 100 MPH 110 MPH L.L.= 'T' � °� 90 MPH 100 MPH 110 MPH C (PSF) (IN.) a o EXP. B E:XP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) H o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16 20,_3„ 18'-4" 18,-4„ 16,-6„ 181_1„ 16,_0"' 042 16 .28,_2 25,_7„ 25,_7„ 22'-0" 25'-2" 21•_2,; 10 24" 16,-6„ 15,_0„ 15,_0„ 13,_8„ 14,_5, 13,_1„ 10 24" 23'-D" 20,_10„ 20,_10„ '18'-9° 20,-6"' 18'-2„ 16" 27'-0" 24'-6„ 24,-6„ 22,_0„ 24,_2„ 2V-4" .032 24" 22,_0„ 20,-0„ 20,_0„ 18,_0„ 19,_8„ 17,-4„ 0 .024 17-4- 16"j, 15,_7, 15,_7, 15.7, 15,_7, 15,_7, 15,_7, 042 16 21'4" 21,_0„ 21,_0„ 21,_0„ 21,_0". 21'-0" 20 24" 12'-4" 12' 4" 174" 12-4" 12'4" 12'-4"_ 20 24 17,_7 17,_7, 17'-2" 17,_7, 17,_7, 17,_7, 16" 20,_2„ 20,_7, 20'-2" 20,4, 20,4, 20,_7, .032 24" 16' G" 16' 6" 16,_6., 16._6,• 16'-6" 16.-6„ 024 16 12,_5, 1'2,_5, 12,_5, 12,_5, 12,_5„ 12,_5, 042 16 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 30 24" 10,_2" 10,_7, 10'-7, 10,4, 10,_7, 10,_7, 30 24" 14,_7, 14,_7, 14,_7, 14,_7,. 14,_7, .14'-7, 16" 16,_7, 16,_7, 16'-7" 16'-T' 16,_7„ 16'-7" .032 24 13,x„ 13' 6" 13 6„ 13'x" 13'-6" 13.6„ *ENGINEER'S NOTE: WHERE SINGLE RAFTE0S` Il. OUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" Q.C. OR 48`0 NG RSY. N CE RAFTER SPANS ARE NOT EXCEEDED. JUN 0 2-2008 O 37948 f- PROJECTION ^31/08/ - --SPAN 7 RIBUTARY TRIBUTARY= VVIDTH 12 SPAN . O.H. L.• .i NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 DATE: 10!232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 ps1 DURALUM PRODUCTS, INC. • SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ VAND =' 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 6 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 d 110 MPH (9161452-7021 FAX 403-1519 sales®duralum.com PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C 075" .750" 24,. �pFES�i .440"1. 26'. 24" TRI -'V" PAN ffnn�� PS Cq0" 07 ' LL.= PSF. 90- MPH 100- MPH 110- MPHR: �(ZT7 40" w No. s�e4a JUN s.00" 10 #10 S.M.S. #10 S.M.S. #10 S.M.SP"- EV, 3131109 R9.250 OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. <. Nil o I.C.C. E.R. 5411 OR EQUAL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. SKYLIGHT DETAIL J SCHEDULE OF ALLOWABLE SPANS FOR 6" 8" x 2 1/2" / FLAT PANEL ADJACENT TO SKYLIGHT PANELS 12" x 3 1/2" W HANEL L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 410 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER { L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" t=.040" 6" 8" 6" 81, 6" 8" 6" 8" 10 10'-2" 10'-2" 12'-9" 12'-9" 13'-4" 13'-4" 14'-7" 20 8'-10" 8'-10" 10'-3" .10'-3" 11'-4". 11'-4" 12'-3" 12'-3" 30 7'-1" 7'-1" 8 9'-10" c 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS • L.L.= PSF 90- MPH 100- MPH. 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S • DRAWNBY:.K.K TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= . PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 10123.2007. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psI DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951 741-2107 ) PANEL FASTENERS HORIZ..MND = 8269 ALPINE AVE- SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. & D.P. 90, 100 d 110 MPH FAX 403-1519 sates®duratumcom COLUMN/ POST. TYPES & SURFACE MOUNT ATTACHMENT DETAILS 3 2 G =3" Q.Xt=.188" ui 3.00"SQ. 032Tj 3.00" SQ. 3.00" SQ. 024" ,J1.ox- O H=3"SQ.xl=,250'�I � _ .075" J88'ii 6.5„ O o .032"/ nP. K=5„SQ.Xt=.1B8” 040" ALUM. .032" .048"STEEL O O 3.0".4.0" OR 5.0" .024" .28" B 5/ 3" SQ. ALUM. POST 'NY', SQ. ALUM. POST , MAG POST SQUARE WITH SIDEPLATE! 004- 36 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40 _ ALUM. ALLOY 3004-H36 j"'ASTIVI A653 ALUM. ALLOY 6063-T6 ""I 24)jLUM, AL -LC 3.00''OR 1.375" CL 7/16"OHOL56 2 FLANGES E n 21/8"APART co No:3T ° ° 75° 1.125• 2.5" 313 g ASTM GRADE 40 STEEL 75" - .75^ BASE FLARES t 157" TO TWDE EA. C� 1.60" TVP _ __ _ SIDE OF FLANGES 1.50 USE FOR 3" 11� INSTALL WASH. PLATE 090" TYP. POST ONLY 5.50" 1.7/16"0 HOLE 1 /^ x 5/16" x 5Y2" WHEN USING ► , IN.010 MPH WIND AREA & 2-3/8" HOLES � 2- 5/16"0 HOLES TYP. EA. SIDE x:090" BRACKET FOR 3" POSTS • ,;[ALUMdTjBRA( KET STEEL "T" BRACKET 5 T=.060" TYP. �4)-114" LAG SCREWS �� `l' BRACKET 3)-3/8" LAG SCREWS OR 2 118" 2 118" J (2.5" PENE. INTO WALL) � 7/B" � 3"SQ. POST wi J (2)-#12 SMS EA. 3' SO. ALUM POST 3" ` q 1 2„ SIDE OF POST OR 6„ 1' 114" M.B. THROUGH j POST 1 ' X 7 GA. PL. (.18") 77 3„ w --o I 1\1/16"O ROD 3/16" , tre 2 - I ! 1040 STL. AUGER PARTS PAINTED 20,. 20' "RUST-0-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 12"x 2 112" OWHOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. STL. (r ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36' ALUM. ALLOY 4" DIA. 9 GA. ASTM A-36 HELIX '6063-T5 "3" x-8" ALUM. RAFT. BRACKET 3/16" s'kt6'x7 GA. STEEL PLATE 3" x 8" ALUM. HEADER SINGLE PASS WELDED NOTE: ASTM A36 "H" BRACKET AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER'BRACKET. `: ' ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE O SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. 6 eco 1-1 - na —cT conr—' T[m. c cno conruir_ STEEL FOOTING DRAWN BY: K.K.TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10. 20 8 ]0 Psl DURALUM PRODUCTS, INC. 1(9161 ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HO RIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET'S OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 452-7021 FAX 403.1519 sates@duratum.com �ETRUDEHANGER CHA ELWALL CONNECTIONOLR. HANGER#10 SMST&B AT 12" O C R'F. ORsEXT. HANGER %CHANNEL, 2z OR 3x > HANGER CHANNELS AND MOUNTING BRACKETS - - OVERHANG TDESIGN ALUM. PANEL 2x OJ ALUM. 3004-1-136 HANGER CHANNEL ANO BRACKET 1.501, WALL FASTENERS 078 LL=30 190 A BorD BorD BOARD ALLOWABLE PROJ. EXIST. EAVES, RAFTER EXISTING EAV SEE TABLE BELOW OVERHANG SEE TABLE 300" 1_11.0 D B or D B or D F- E E J J K 2'-0" T-0" 4'-6" 3'-0" .06 1.50" � .633" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. I= 0.04" DESCRIPTION OF LAG SCREW SEE NOTE BELOW)r-� .202" .0102%90" DIA A, #10 SMS � PANEL .25"R .OS' E=3/8"O x 4" @ O.C. EACHSTUD 24" O.C. maw B=3/8" 0 x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD ` ( ) LOCKS OR #8 SMS q„ W D=7116" 0 x 1 1/2" @ 12" O.C. - � c cv ri � .563" AT EA. CONTACT 5•• - O o `O o � WALL .200' �� ' N 'i � FASTENERS � CONTINUOUS A• RAIL N2te O ALUM.ALLOY , ROOF PANEL Q (WHERE OCCURS) � .Z7 6063-T6 ALUM.ALLOY " A O,06 * SMSEA. CONTACTROLLFORMEHANGER- � 6063-T6 AL6063-T6 L o1,75"S70 �ETRUDEHANGER CHA ELWALL CONNECTIONOLR. HANGER#10 SMST&B AT 12" O C R'F. ORsEXT. HANGER %CHANNEL, 2z OR 3x > HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) " RAFTER BRACKET. \ WIND t AT WOOD STUD AT MASONRY OR OVERHANG TDESIGN ALUM. PANEL 2x OJ 16" D.C.' CONCRETE HANGER CHANNEL ANO BRACKET t LL=10 F LL=20 LL=30 3x ALUM. RAFTER FASCIA LL=30 190 A BorD BorD BOARD ALLOWABLE PROJ. EXIST. EAVES, RAFTER EXISTING EAV SEE TABLE BELOW OVERHANG E E E J J / EXIST'RAFTER ---` HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) " ALLOWABLE DECK/ RAFTER SPAN WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR OVERHANG TDESIGN W/ SIMPSON A35 16" D.C.' CONCRETE HANGER CHANNEL ANO BRACKET t LL=10 F LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 190 A BorD BorD E E E J J K 1100 BorC BorD BorD E E E J J K 1_11.0 D B or D B or D F- E E J J K 2'-0" T-0" 4'-6" 3'-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. wl DESCRIPTION OF LAG SCREW SEE NOTE BELOW)r-� 14'-0" zz A=3/8"O x 1 112" @ 12" O.C. E=3/8"O x 4" @ O.C. EACHSTUD 24" O.C. maw B=3/8" 0 x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD SSI _9" v�wo= ¢nl C=7/16"O x 1 1/2" @ 10" O.C. J114"0x1.1/8"@16"A.B. F U. CD D=7116" 0 x 1 1/2" @ 12" O.C. K X1/4"0x1 1/8"@12.8. EXIST'RAFTER ---` DRAWN BY: K.K. ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 HANGER CHANNEL ANO BRACKET 2 x 4 FULL OR 16" O.C. 1'-6" 16'-B" 13,_10" 9'-3" ATTACHMENTS 2'-0" 11'-8" B'-8" T-10" It 2" x 4"1'-6" FULL 24" O.C. REVISED BY: K.K. & D.P. 101-81, 8'-3" 5'-6" /' 2'-0" T-0" 4'-6" 3'-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" I 1 2"xB" FULL 24" O.C. 2'-0" 29'-3" 25'70" Q� SSI _9" NOTE: AT 10, 20 & 30 L.L. MAY USE: JUN Q 2 LUUtSNJJg 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE !� NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER S D MO. 37948 . 31"31j THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 111 . RESPECTIVELY ` __.► 1.0 . 11172„ 10# L.L =(2)#8,SMS�FA SIDE 20#/30#L.L.=(2)#10 SMS E4. SIDE 3/16" r U -BRACKET ' 0 STEEL 1/4"0 HOLES,TYP. 3/4" ORI'1'/2" 0 NOTE: PROVIDE WATER D PROTECTION, METAL FLASHING I 2x61/2" B 00 CAUCK JOINTS AND SLOPE TO DRAIN IN. OR 8" RAFTER TYPICAL BRACKET AT EVERY 2x \ % •� +� \ FOR SPAN SEE ALLOWABLE OECKIRAFTER SPAN TABLE EXISTING WOOD`ST_ UD FRAMING SAVE LENGTH 2.6 OR 2.8 LEDGER 2 EACH 1/4"0 x 3-112 yLAG SCREWS L.L.=10 psf RAFTER 2 EACH 7116"0 Z 3-1/2" LAG SCREWS L.L.=2p AND 30 psf Jy )-#10x1 3/4" \V/ { (3)-# x3 1/2" W.S. PATIO COVER FTER.TO WALL CONNECTION y3' NOTE: PLACE "SIK�FLEX' OR SIMILAR MATERIAL BETWEEN BRACKET Al COMP. SHINGLE ROOFING PROVIDE! EAL NOTE:BRACKET MAY BE MOUNTED 4O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 1 012 32 007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL ANO BRACKET to, 20 & 3o psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 ATTACHMENTS HORIZ WIND = g0. 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 FAX 40}1519 salesQdum1um.wm SHEET 7 OF 29 REVISED BY: K.K. & D.P. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS LOAD - i J JOB N0. GF07-0674 T'BRACKET USE WITH, DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 d 30 psl DURALUM PRODUCTS, INC. POST TYPE B.C.D. OR E SCALE: NONE REVISED BY: Kr,d D.P. RANCHO CUCAMONGA. CA (951) 741-2107 STEEL POST ONLY: HORIZ. VAND - 90, 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 . (916) 452-7021 FAX 403-1519 sales@duralumcom T' " BRACKET @ 3"SQ. POST W/ 3" SQ. POST STEEL.STEEL.T'BRACKET USE WITH POST TYPE B,C,O,E.F,G,H,J OR K. ALUM."T"BRACKET: I i USE POST TYPE(3 F. G. H. J OR K -5/8'0 BOLTS FOR POST TYPE J -� 3"SQ. POST (2)-#12 SMS EA. USE( -3/8'O HILTI i a 5" 1 SIDE OF POST OR 1/4" M.B. THROUGH Kvw11CC OLTS OR EQUAL STEEL'T-BRACKET: USE (2)•318'0 HILTI KWIK i 1/2 DEPTH OF i i FOOTING OR 2&1/2"0 BOLTS F�R ALL OTHER 16"INSERT x POST SEE NOTES BELOW BOLTS OR EQUAL 12' MIN. EMBD. i i .188" CONDITIONS . 45. ASTM A36 (2)-3/8"0 HILTI "KWIK"" (2" MIN. EMBEDMENT DEPTH .: 1 STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS l 1 ;� ' T.O.C. BRACKET TO SLAB. ; 1 •; UI- --- IT MINIMUM DISTANCE TO 2"S .BASE EDGE OF SLAB = 2-112" a Q li w O ASTM A572 STEEL DE TH 5n . . .:� ' = 3/16" SLAB SHALL BE IN a POURED CONCRETE ,•; -.;• H N GOOD CONDITION FOOTING SEE NOTE a o SO. OR FLUTED OST (STL) 3 112' MIN. FOR SIZE SEE FORTING (1)-12"OM.B. LONG, 1" —i.- SQUARE OR 4" SQ. POST STL.) ( SCHEDULE QUAR FROM D SEE FRGS, INSERT OF POST SCHED. PL.5/8'7HK. SLAB O7 3" SQ. POSTS TO CONC. FOOTING SO SQUARE POST EMBED. O .-I-EXISTING INTO FOOTING 1 t2" g•• 1 12" - -- 112'• 1 15" 1111/2- 12-WELDED STEEL BASE PLATE i Q WELDED ATTACHED ATTACHED NOTES: BASE PLATE SCHEDULE ONLY ALTERNATE FTG. FOOTING & ANCHOR BOLTS PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT.8 1. DO NOT USE ALUM. "T' 12" SQ. x 5/8" B. C. D, F & G BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7"I -BEAMS. CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" SQ. x 5/8' B, C, D. F. G. & H BOLTS 18" 18" SQ. 12" 2. POST TYPE E INSTALL WASHER PLATE, 2" X X. X 0'-SY," AT STEEL SIRACKET. 20" 21" SQ. 12" 23" & 24' CUBE (2)-12"0 3 1/4" 22" 25" SQ. 16" 25' - 30' CUBE (4)-12'0 3 114' 24" 28" SQ. 20" ' (4)-518'0 FREESTANDING 26" 32" SQ. 23" 31- 34'CUBE a• 3. POST TYPE F DO NOT USE STEEL "T" JUN U 2 2008 BRACKET W/ 7" I -BEAM. BASE PLATE ANCHOR 28" 35" SQ. 25" 35' - 39' CUBE (4)-3/4'0 4 3/4' BASE PLATE ANCHOR BOLTS (SIZE & TYPE) ' 30" 39" SQ: 28"' -" 32" 30" (4)-3/4.0 (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 43" SQ. 40' - 42' CUBE 4 3/4' n ::• ) •: 12'x12'x 5/8" PER I.C.C. ESR -1917 OR EQUAL 34" 47" SQ. 32" \fit'• (4 3/4° EMBEDMENT DEPTH) NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL 36" 51" SQ. 34„ I.C.C. EVALUATION SERVICE INC., ESR -1917 SPECIAL INSPECTION REQUIRED. OR EQUAL. LU �� gyp• 3/37/'08 C 17(4)- I 38" 55" SQ. 37" 18"x18"x 5/8' 3/4"0 HILTI KWIK BOLT CARBON STEEL PER I.C.C. ESR -1917 OR EQUAL , (4 3/4' EMBEDMENT DEPTH) 40" 60" SQ. 39„ 42" 64" SQ. 41" 44" 69" SQ. 43" ' CUBE FOOTING W/ 3 12' SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC.LIVE COLUMN LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 d 30 psl DURALUM PRODUCTS, INC. • SCALE: NONE REVISED BY: Kr,d D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. VAND - 90, 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 . (916) 452-7021 FAX 403-1519 sales@duralumcom SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" SPLICE WHERE SPWHERE SPLICE WHERE OCCURS LICE 1.79" OCCURS OCCURS .075' .7 -2.57° 2.0 • 4.6 3 I TYP. . 14"R 048" TYP. 2.1 2.04' 4" TYP. 2.08" T TMP 2.9 4.0000• j'--- 3.a z r ASTM A653 GRADE 40 .038' R.F. GUTTER • ALUM. ALLOY ALUM. ALLOY O FASCIA -ALUM. ALUM. ALLOY 6063-T6' 6063-T6 E ALLOY 3004-H36 6063-T6 X6,5" ROLLFORMED O. 4.5" GUTTER O MAG. GUTTER O MAG BEAM D 3" SQ,,STEEL BEAM 4„ IUI! 0 21(�VA'_'_60'u l,y 3.0" �r� `�S rif; A�A� ��`G 3" 2„ `1 V! MAX. SPLICE NO. 37948 r - .oaz° WHERE 4".]r SPUCE WHERE OCCURS EW. 3/31108 032"OCCURS ^070 ' TYP. —110„ TYP. (SIX. ALUMALLOY 3004H36 ALUM. ALLOY 3004-H36 . ALUM. ALLOY ALUM. ALLOY OR EQUAL OR EQUAL 6063-T6 6063-T6 _ 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3x 8 BEAM O 1.25" ALTERNATE STEEL C -BEAM FOR ALUM. [-BEAMS I` " MAX. 3 I �-- 6., c r I I -G15„ 4” I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM I --.042" I T- 14GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM I 8„ oa2•' , —r r— 7.875" ASTM A653 GRADE 50 1 I I 625" ALUM. ALLOY 3004-H36 . O ALUM. ALLOY 3004H36 lO 2.875" OR EOUA� OR EQUALII O M ---I I—� N 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674' DATE: 1 012 3/2 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - 10, 20 & 30 psf DURALUM PRODUCTS. INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ.'WIND = 6269 ALPINEE.. SACRAMENTO, CA 95626 SHEET 10 OF. 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403.1519 sales®dumiummm —OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD ) 21112 .1/2" S.M.S. EACH SIDE OF 3" (SQ. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3• SO. POST 5 . .75 j 0 L_+. 3' SO. POST 2.35" n � 2410 z 1/2' S.M.S. EACH SIDE OF 3" SO. POST -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST I 3.0 3- SO. POST OR .240" GUTTER FASCIA MAG BEAM 3" SO. POST 3"SO. STL. BEAM BEAM TO POST CONNECTION DETAILS x 8" x.042" BEAM, SQ. STEEL OR IAG BEAM. (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER FASCIA #10 S.M.S. @12"O.C./ 6 1/2"x2"x .024"RAFTER 3" X 3" ALUM. OR + STEEL POST H - BRACKET TO POST 13 ALUM. ALLOY 3003-1-124 ALUM. ALLOY 3003-1-124 �i 1.50" 1.50" 28" 311 2.. 28" 211 2.1 .018' 01811 P� . 2"x3" LATTICE TUBE 1 E-:: 1 1!2'. SQ'OR 2" LATTICE TUBE 2 z "snzTO���`P;Lf .tic RI N#6 x s. uz IC/; R31/YP. n�� - :Q' 1 1/2" OR 2"SQ. OR 2"xX`:LATTICE @3 "O.C. MIN. UP TO 7"O.C. MAX. 7 NO. 3TPc. —RAFTER W. 3i31f0u I =LATTICE TUBE TO,RAETER!5 17 v \)-#10 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S. TOP 8 130T7.(2) -TOT. \I 1 1/4" 4" 61 'II I I ALUM. BRACKET X Ifism RAFTER "TAIL" TO GUTTER 15 �^ ''`'_ 3.125" FOR'3-x RAFTER 2.125' OR12 x RAFTER t = .U4U" (W bUb3- I b t =.040" 3004-H36 ALUM. (4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 1112" MIN. 0 00 0 L (4)';#8 x 3!4" TEK SCREWS 7,/ BRACKET TO BEAM "U';BRACKET -.RAFTER TO,BEAM �18 m. ,DRAWN BY: K.K. CAMPS ELL•& -ASSOCIATES, INC. - LnrE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE." 10232007 _ATOM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 20 d 30 ps( DURALUM PRODUCTS. INC. JOB NO. GF07-0674 ,SCALE: NONE��— �- RANCHO cucAMONCA, CA (95 t) 74i-2107 ATTACHMENT HORIZ WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 SaleS@dumIUMCoM SHEET 12 0F 29 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT I I I I (2)#10 S.M.S.@ EA. VALLEY, TYP./, f (6 TOT. s II #12 S.M.S. II TYP. THICKNESS= .035 (24 TOT TYP. THICKNEISS = .035" o _ __ II 6.38" ffiE II II + i t +Lj ++ ++ u++ ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED --_— NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED &EXTRUDED FASCIAS 1 -BEAM ALUM ALLOY ALTERNATE NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO. POST,CONNECTWEB, TO POST WI(2)-1/2"0 THRU-BOLTS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. 3 PATIO COVER SYSTEM AS MFG. BY: AN &(6061-T6) 0 2 20 C� B 1 �J DATE: 10123f2007' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING TOTAL= (8)-112"0 BOLTS 10, 20 & 30 psl DURALUM PRODUCTS. INC. 1.00" Q� �5J/v� SO. POST WIND = H, o 0 0k9 P 1. 1. CIA N��` BEAM TO POST CONN. 100 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlurmcom SPLICE WHERE ........... 2'0�„ 4„ --•, r Z occuas _070"0 j 0.37948 R TYP. 0' G E p. 3131/09 4 ALUM. ALLOY , 6063-T6 4" I -BEAM T-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE" C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCU ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ B"O.C. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR 7"x4" ALUM. "I" BM. — (4)-1/4"0 M.B. BEAM TO BRACKET 2.318"0 M.B. THRU STL.'T" BRACKET TO POST. POST, SEE SCHEDULE — IF ALTERNATE BEAM TO POST CONN. - DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123f2007' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 8�'M 10, 20 & 30 psl DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DETAILS WIND = H, 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 11 OF 29 - REVISED BY: XX 8 D.P. 100 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlurmcom DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO -POST. ,CONNECTION 1 1/2" /BEAM SPLICE TO - 5/8" 0 PLASTIC OR 2"LATTICE OCCUR DIRECTLY OVER ALTERNATE 1/2"DOUBLE RAFTER- BOLT CONNECTIONPLAN 2 l POST. NOT PERMITTED PLUG ,WHERE 6'SCREWS I @.2 -POST UNITS SCREW IS INSIDE *ALTERNATE: PER SIDE I #14 SMS MAY S.M.S. EACH BE USE AS AF AFTER TO COL.ONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS RANCHO CUCAMONGA. CA (951) 741-2107 3.5" 3.5" 1.. - 8" BEAM -- 5 4s' 0 6" i l OR -!- --- 1„ 614 SMS EA. I I I° I SIDE I I 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24") ALTERNATE: INSERT ATTACHED OR (z)-2x8.5"OR I #14_SMS EA. SIDE I _I, SIDE SEE POST SCHED. -MID 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING TOP, -HEIGHT- AND-BO_TTOM.��---- _- 3'.SQ..POST.BETWEEN SIDE PLATES (2)-1/2"BOLT 4}� ' BEAM T_O POST CONNECTIONS -- 2"x 6.5" SIDEPLATE jPOST SCHEDULE_. 21 DBL. RAFTER /DBL. HEADER CONN. 19 _. _ _ -!3"rSQ. x .024" + (2)-2" x 6 1/2" x .024" 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" 1 W/ (6)-#14'S.M.S. EACH SIDE. a W/ (6)-#14 S.M.S. EACH SIDE. t USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXIST. SHEATHING #8 S.M.S. EACH SIDE ``ll f10 J )UN 0 2 2008 LATTICE 1 1/2" OR 2" T, 2"x6" LEDGER (EXIST.) UJ �.° 3/B" LAG SCREW CO � 2"x6.5" OR 3"x8" RAFTER ,r W Z f ' No 37848 r ALTERNATE: 1/2" BOLT ; RI Exp. / 3/31/09 -' ALTERNATE: 2)- #10 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 24.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 E STUCCO OR EQUAL 5" PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL o� DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1022007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 8 303psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 CONNECTIONS HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 13 OF 29 REVISED BY: K.K, a D.P. 90. 100 6 110 MPH FAX 403-1519 sales®duratumc0m III WN BY: K.K. 6.5" ROLLFORM 4" I -BEAM LIVE LOAD = 4.5" / MAG GUTTER MAG BEAM T.A 3" SQ. STEEL BEAM POST SPACING TABLE FREESTANDING - 10.20 b 70 psl DURALUM PRODUCTS. INC. SED BY: K.K. a D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 14 OF 29 10 A L.L. 90 MPH 90,100 b 110 MPH (916) 452-7021 FAX 40J-1519 sales@aurelum.com la— 0 ❑ MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING SPACING SPACING SPACING SPACING FTG MIN. FTG MIN. FTG MIN. FTG MIN. FTG MIN. FTG MIN. F7G. MIN. FTG MIN. FTG. MIN. FTG MIN. F ON SLAB (IN ) POST TYPE (IN) POST TYPE (IN.) POST TYPE (IN) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN) POST TYPE (IN) POST TYPE (IN.) POST TYPE 4' 17'-0" 14'-6" 28 F 22 B 19'-5,-' 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 5' 13'-7" 13' 0"' 28 F 23 B 18'-0" 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 2 3 B 17'- 1 6' 11'4" 11'-10" 26 F 23 B 16'-8'S 28 G 26 B 12'x'' • 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B "7„ 7' 9'4" 11'-0" 26 G 24 B 15 5 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 14'-5" 8' 8'-6" 10'-3" 26 G 24 B 14'-6'>" 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26. G 25 B 12'-0" 26 G 26 B 13'-6" 9' 7'-7" 9,4' 26 G 25 B 13'-7" 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 12'-9 10' 6'-9" 9'-2" 26 G 25 B 12'- 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6'-2" 8'-9" 26 G 26 B 12' 1'1 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 6 12' 5'-8. 111g.. 26 G 29 B 9'-0" 26 G 27 B 10'-6"26 G 28 B 1 r-0" 13' 6-2" 11'-3" 28 H 30 B 6-8„ 28 H 28 B 10'-3" 28 H 29 B 10'-7" 14' 4'-10" 10 1 28 H 30. B8,_4„ 28 H 28 B 10'-0" 28 H 29 B 10'-3" 15' 4'-6„ 10'-6" 28 H 30 B 8'-1" 28 H 28 B 9'. 9" 28. H 30 B 16' 4'-3" 101, 28 H 31 B 7'-10" 28 H 29 B 9'-6" .28 H 30 B 17' 4'-0" 1 9'- 9 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28 H 31 B 18' 3 _g g, 7„ 28 H 31B 7'-4" 28 H 29 B 9'-2" 28 H31 B g, 0„ 19' 3'-7" 9' 2" 33 H 31 B 7'-2" 33 H 29 33 . H 32 B 10 otT-0, 20' T-4 9 -0 33 H 32 B 7'-0" H 3Q �' v 3 H 32 B 8, 7„ P 133 POST F MAX HT.= 8' FREESTANDING ONLY .11m n 2 zoos G� W No. FOOTNOTE: "SAMPLE" 37948 r m xP• 3/37/89 Zu FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �\\P ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. F e I WN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC, SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 T.A : 10/27/2007 E1 NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING - 10.20 b 70 psl DURALUM PRODUCTS. INC. SED BY: K.K. a D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 14 OF 29 10 A L.L. 90 MPH 90,100 b 110 MPH (916) 452-7021 FAX 40J-1519 sales@aurelum.com FOOTING SHOWN REPRESENTS LENGTH OF ,Y No. 3794,8 T"' rt ry- EACH SIDE OF CUBED FOOTING WITHOUT SLAB. l Z WHERE SLAB OCCURS, CUBED FOOTING SIZE P. 3/3 / FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ;ib FIGURE INDICATES EXPOSURE B >,„FIGURE INDICATES EXPOSU� RE C — SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 6 SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. 1 .. t DRAWN BY: K.K. TOM CAMPBELL 8 ASSO RTES. INC. LATTICE EXP. B & Cj JOB -NO. GF07-D674 i10# Q_`90 -MPH FREESTANDA ATTACHED -OPEN LATTICE PATIOS 12 -OR LESS POST SPACING TABLE FREESTANDING .-r DURALUM PRODUCTS. INC. 1(916)452-7021 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM SCALE: NONE REVISED BY: K.K. 8 D.P. DBL.2"x6.5"x.032" BEAM` ICOR 3" z8"BEAM. ' AND ATTACHED MOR,7 WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 MINIMUM NO. OF` POST 3"x8" BEAMWANSERT 90,100 b 110 MPH I FREESTAND MAX.POST FREESTAND ATT. MAX.POST jMAX.POST' FREESTAND ATT. MAX.POST FREESTAND ATT•, t—F � om— FOOTNOTE:MAX.POST � rz,"L.S., SPACING FTG MIN SPACING FTG. MIN. FTG. SPACING FOR DBL. -SPACING "FOR 3" x 8" �` FTG, MIN FTG. SPACING FTG MIN. FTG. m cx POST TYPE 1 POSTTYPE 2 ( IN.) POST TYPE H22 (IN.) TYPE IN. ( ) , 2" x 6.5x.032" I BEAM (IN.) POST •TYPE (IN.) (IN.) POST TYPE (IN.) ~ EXP. B EXP. C EXP. B EXP. C 4' 25'-4" 17'-4" 28 G23 -103, 33 G 23 16-45 16-4-11"6. 28 G 20 32 -301 33 G 27 6' 2 2 2 2 2„ 7„ -0„ 5' 20'-3" 16'-1" 28 G 23 21 33 G 24 14''8" 14'-8" 28 G 21 28'-7" 33rG 28 7' 2 2 2 2 20'-8" 13'-11" 14'-8" 7'-9" 6' 16'-10" �15'-2" 28 G 24 19' 6" 33 G 24 13'-4" 13'-4>,-28 G 21 26'-2" 33 28 B 2 2 2 2 18'-10' 12'-8" 13'-4" 5'-4" 14'-6 14'-4" 28 G 25 18'-� 33 G 25 12 41-s„ 12 4 28 G 22 24'-2'3,-5" 33 29 s, 2. 3 2 2 i 5„ 12 8' 12'-8" 13'-9" 28 G 26 28 G 25 11'-7"11'-0' 11'-7"11'-7" 26 G 22 22'-8>---1 33 30 10' 3 2 2 / n 9'. 11'-3" 13'-3" 28 G 26 15'-1 " 28 G 26 10'-1 10'-1 " 26 G 23 21'-4" 33, K , ' IG_ ^30 ! 11� �3 �3 2 ' 2 5'-5" 10'-4° 10'-1 0'-8° �_ r 10' 10'-2" 12'-9" 28 G 27 15'-2" 28 G 26 10'-4" 10'-4" �' X26 G 23 20'-3" 33' `. •G_ 31 + r —12, - r L 3 3 2 2 14, 8,, 10' r' 10'-4" 1 2 9'-7" s 11' 9'-3" 12'-4" 28 G 28 14'-5" 28 G 27 9' A10„ r 9`1 0,,. 26 Gf J24 t 9'=4" „ <33' G~ 32 13' 3 4 2 2 13'-11" t 1 g'-4' T-10" 18'-8" 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G ; 7, 9'-5', 91-151>-- 26 G ,24' 18'-6" 33 G 32 +4' 3 41 2 2 3' �" - 9'-0" I 9'=5" / 1 T-10' _ 13' T-9" 11'-8" 28 H 29 - 28 28 9''1" - 1 �'_1„ 28 �-{ 24 1T-9" 28 H 32. 1-" 3� l r4 l2 3 12'-10" ,�H I �8'-8" 9'-1" 1T-2" it �, Jo, ✓ 1 ! a 1 14' T-3" 11'-5" 28 H 29 28 H` ,28 8'-9 28 H 25X17 1" 6-7 28 H L "3S '16" 4' �4 "-2� 3 15' 6'-9" 11'-2"' 28 H . 30 12 28 H !8. $--5„ B 5'>-' X28 f H 25 16'-6'6 ,' X28 rH '33,1— 17' 4 5 2 3 1'-11' 8,-0„ 16' 6'-4" 10'-11" 28 H 30 11'-11" 28 H '29' B'-2'. r=2"/ ;. (28 � + 25 16'-0„ 1 28 H 34 18' 4 5 1 2 3 17' S'-11" 10'-8" 28 H 30 -7 28 " H1 29� ,7';,lj -( I T-1.1" � I � 28 H 25 15-6 28 H 34 te- 4 5 3 3 1'-2" T7'-6", .,r 7,'-11' 15'-0" 18' 5'-8" 10'-6" 28 H 31 11'-3" 28 H 29, , 8„ , , >, T-8" 28 H 26 15'-1" 28 H 34 2D- 4 5 3 3 p,_10.. t 1 .T-4" T-8" 14'-7" 19' 5'-4" 10'-4" 33 H 31 11'5" 33 H 29, T-6„ T-6" 33 H 26 14'-8" 33 H 35 FOOTNOTE:' ' 10'-7" 1 7'-2" 7'-6" 14'-3" 20' 5'-1" 10'-2„ 33 H 31 10-8 33 H 7 4 33 H 26 14 33 H 35 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED 10,-4„ X. 3-10" ALLOWABLE SLAB SPACING �O�P FOOTNOTE: • OR LESSER MUST BE USED G IUN 0 2 2000 COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: ' {� m 7 COL TYPES 2 = 032" SIDEPLATES ON CONIC SLAB OR FOOTING! FOOTING SHOWN REPRESENTS LENGTH OF ,Y No. 3794,8 T"' rt ry- EACH SIDE OF CUBED FOOTING WITHOUT SLAB. l Z WHERE SLAB OCCURS, CUBED FOOTING SIZE P. 3/3 / FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ;ib FIGURE INDICATES EXPOSURE B >,„FIGURE INDICATES EXPOSU� RE C — SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 6 SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. 1 .. t DRAWN BY: K.K. TOM CAMPBELL 8 ASSO RTES. INC. LATTICE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: JOB -NO. GF07-D674 DATE: 1 02 312 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 8 70 psl DURALUM PRODUCTS. INC. 1(916)452-7021 - SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951)74114W AND ATTACHED MOR,7 WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 24 OF 2I 10 A L.L 90 MPH 90,100 b 110 MPH FAX 403-1519 seles®Euralu-WM I 30#-L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 121 OR LESS EXP B&C JUN 0 FOOTNOTE: "SAMPLE" Q, FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C��U�C,J(U/�/,'c p Pc'�. CA�yAeF.yG'' ADDITIONAL FOOTNOTE;: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.. m. t- 140. 3706 3131 NOTE: / FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 4 WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8, SHT, 23 FOR FREESTANDING ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH [} E) O o LID 3 O Z m O — g U1n a¢ Z rn O 7" I -BEAM EXB&C EXB&C DBL. 3"x8"x.042"BM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 3'-6" SQ x 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 5'-0" SQ x MAX.POST SPACING FOR DBL. 2x6.5x.032POST MAX.POST SPACING FOR3xB BEAM FREESTAND ATTACHED FREESTAND ATTACHED 7FTGMIN.FTG T TYPE (IN.) MIN. POST TYPE FTG. (IN.) MIN.POST TYPE FTG (IN.) MIN. TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN• POST TYPE' FTG. ( IN.) MIN. POST TYPE FTG.MIN. (IN.) POSE TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'-0" 8'-4" 28 J 19 B 15'-9" 32 J 22 C�xi 5' 4'-10" 17 32 J 25 F 10'-6" 32 J 22 B 7'-2" " 7'-5" 28 J 20 B 14'-1" 32 J 23 c 6' 4'-0" 15'-10" 32 J 26 F T-7" 28 J 23 B 6-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 C� 7' T-6" 14'-6" 32 'J 26 F 8'-11" 28 J 24 B 6-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 C� 8• T-1" 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 5'-10" 26 J 22B 11'-2" 28 J 25 E�/ 9' 13'-0" 32 27 F 7'-10" 28 J 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 28 J 26 E� 10' 12'-3" 32 J 28 F 7'-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 J . 26 E� 11' 11'4" 28 J 28 F T-1.", 28 J 26 B 5'-0" 28 J 23 B 9'-6" 28 J 26 E/ 12' 11'-3" 28 J 29 F 6'-9" 28 J 26 B 9'-1" 28 J 27 E� 13' 10'-9" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 32 K 27 E� 14' 10'-4" 32 K 30 F 6-3" 32 K 27 B 8'-5" 32 K 28 E I JUN 0 FOOTNOTE: "SAMPLE" Q, FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C��U�C,J(U/�/,'c p Pc'�. CA�yAeF.yG'' ADDITIONAL FOOTNOTE;: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.. m. t- 140. 3706 3131 NOTE: / FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 4 WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8, SHT, 23 FOR FREESTANDING ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x 3'-6" SQ x 4'-0" SQ.x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND AT7ACHE0 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP ORA wN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07 0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 & 30 Psf DURALUM PRODUCTS, INC. 1(9161452-7021 I SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND AT7ACHE0 HORIZ. WIND = 90.100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 23 OF 29 REVISED BY: K.K. d D.P. _ n i ++n �,+ou FAX 403-1519 salesMdumiumoom