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10-0861 (PAT)i' P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 r Application Number: 10-00000861 Property Address: 81392 JOSHUA TREE CT APN: 764-280-999-134 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 9044 :t Tuvl " BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: Pip - ------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Clas B License No.: 770843 /te: ontractor: 0 •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).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, .and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 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 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: If A Lender's Address: LQPERMIT Owner: KRAFT 81392 JOSHUA TREE COURT LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/03/10 Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92248 fljl� (760)777-2650 Lic. No.: 770843 JU I SEP 0+7 2010 ------------------------------ - --•-•,,=vert.- - - — 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 SOUTHERN INS Policy Number WSIO04013401 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 700 of the Labor Code, I shall forthwith comply with those provisions. /e: Applicant: WARNING: FAILURE TO SECURE WORKER MPENSATION 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 and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this ccoou/nKt enter upponn e a vEm ntioned property for inspection purposes. [ tYd e: �L/© a�f natur IAoD t or aen : Application Number . . . . . 10-00000861 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 117.00 Plan Check Fee 76.05 Issue Date . . . . Valuation . . . . 9044 Expiration Date 3/02/11 Qty Unit Charge Per Extension BASE FEE 45.00 8.00 9.0000 THOU BLDG 2,001-25,000 72.00 ---------------------------------------------------------------------------- Special Notes and Comments INSTALL -680 S.F. WEATHERWOOD OPEN LATTICE SHADE STRUCTURE BETWEEN HOUSE & GUEST SUITE. 2007 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .90 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 117.00 .00 .00 117.00 Plan Check Total 76.05 .00 .00 76.05 Other Fee Total 1.90 .00 .00 1.90 Grand Total 194.95 .00 .00 194.95 -LQPERMIT Bin # ' City of to Quinta Building ex Safety Division Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-70] 2 • Building Permit Application and Tracking Sheet Permit # (J"1P.O. O , Project Address:(1j. Owner's Name: A: P. Number: Address:' 7 . �'— -City, ST, Zip: :�•_�.., ., � r Telephone: "r Project Description: Construction Type: -Occupancy: Legal.Description: n1 Contractor: 44, L d-G� Mn�C, Address: V� City, ST, Zip: L /J . U tAJ C''1 z z q s - Telephone: (i � State Lic. # : l3 -'77G �u3 city'Lic. #: 3ZS Arch., Engr., Designer: Address: -City, ST, Zip: x}Y s Telephone: P State Lie. #:� Name of Contact Person: Project type (circle one): New Add'n Alter Repair Demo' Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE. BELOW THIS LINE # 'Submittal Req'd Recd 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 Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Gradingplan 2nd Review, ready for corrections/ issue Electrical Subcontactor List Called-Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 34-Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A,LP,P, F. Pub. Wks. Appr Date of permit issue School Fees ` Total Permit Fees g AV 46s FPF 465 6 80 A E 465 3 NG GOLF COURSE: 4&, Tor s25� BLOCK }x f ��+ iY TO PROVIDE �T jbp ALL FP-465 465.6p iW 41 TOE.67 0 f46 Z57 467.1 ~ _ 1 FF, X. -KNEE• WALL OPENING Ton PE 'ER SEPARATE WALL PLAN s °y 57G SEE DETAIL -B7 EK. KNEE WALL (TYP�' s 10. 7,3 b^� 466.4 �M 465.90 2 1 'r0 OS ._ �'dero v o�o2a' PROD LaSg' P Ex. BLOCK / �-AiI WALL (7YP;) 1 — . ~ ` r 456`5 73 APE-41 O\S� 466.43 44 N J HP 66'74 .i pbro PRECISE GRADING PER (FUTURE PK&SE) 135 7. c; '.+ 464.4 465.7$ FF-467.77- - FS PE-467.1 �•�t -: _ y,~ jc A•� 48. TC C ^LG� of ' 465.00��' ~� 3�Z_Jo�+nee z Tp LW Q CITYSOF bA _ N- Lixonso pB77080.7 BUILDING & SAF - (LIFETIME APPROVE® ATI®S FOR CONSTRUCTION' CUSTOM SHADE STRUCTURES DAT 3 �U BY i� l Charles Tunstead Y Owner La • Box 5806OFFICE:• • - • Quinta, CA charles@lifetim- • TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 (951) 741-2107 April 19, 2010 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 2005 Aluminum Design Manual, ADM -05. 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(aD-charter.net should you require additional information.' 1�0_r Sincerely, r- IU No. 37948 Ign Exp. 3/31 /-11 Tom Campbell, PE Site Information Owner's Name Address �' 1o$ -v ✓� 'rte City/Town (.4— QV i N Tw State �, . GENERAL NOTES: PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. JUL 15 LUI GOVERNING CODES: ,,^._ - 1. THE DESIGN COMPLIES WITH 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 & 2005 ALUMINUM MANUAL=ADM 1-00 &-1-05, RESPECTIVELY. DRAWING NOTES: 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 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 CBC & 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 BE 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: 1/4 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 AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. 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). 21. 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: 22. 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. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. DESIGN VERTICAL SOIL BEARING 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 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. 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. 26. FASTERNERS: 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. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 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. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. 13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES 8 AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN ev: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG -By - BY:DATE: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl DURALUM PRODUCTS, INC. 110M SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826jSHEET 10' OF 30 REVISED BY' K.K. & D.P RR 1N1A 17fl up, - d57-7(177 FAY Am-1FIA e=I�c/hlA„r=I„m RAFTER; SEE TABLE FOR SIZE AND SPACING MAX. PROJ. SEE SCHEDULE MAX. O.H. �. �Se 25% OF SPAN sOa M'T 1 aOSrsAFRhq gCiH� G POS HEIGHT SEE SC EDULE LENGTH OF STRUCTURE VARIES ADO SFF �pFp,VG NOTE: EACH COMPONENT IS INTER= CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVE ' RAFTER, SEE TABLE SEEE S' FOR SIZE AND SPACING MAX. O.H. O.H 25X OF SPAN HEIGHT LENGTH OF STRUCTURE VARIES FX/Sr NG BG,C ObVG OPEN LATTICE TYPES NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROJ. MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING @UlLO,NG NOTE: THIS OPEN LATTICE -TYPE S - MAY NOT BE ENCLOSED OR SEE ~ No. LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. NOTE: EACH COMPONENT IS INTER- a 112 LAS °Fr °PqG� CHANGEABLE WITH ANY OTHER s Osr MAY BE USED �<F He Fo a TO CONSTRAIN J 12" SLAB COMPONTENT UNLESS OTHERWISE SHOWN. rqs qC�H I FOOTING. SEE MAY BE USED fF' SCHEDULE NOTE: EACH COMPONENT IS INTER- pOS TOCONSTRAIN CHANGEABLE WITH ANY OTHER SFFr SDgc I SCHEDULE SEE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.<F N SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE - FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H° FRFFSTAmniNj ; MI II TICPAI`I t TTIrP CTPI IrTI IOC v� MAX. O.H R 25% OF SPA AOsrs„q'L'c / LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: , DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 60• 10, 20 8 JO pef DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY' K K. 8 D.P. g 16 O STRUCTURES POST HEIGHT SEE 8269 ALPINE AVE., SACRAMENTO, CA 95626 p. MPH IR1A7 est_7n71 FAY eni1A�a,=�d�.,omm �..... F6 OST HATH SIDE- ' O� PLATES SEE DETAIL . LENGTH OF STRUCTURE VARIES, , r I'l'plWl�lj ] 1/2' SLAB ATTACHMENT JUL 151010 F' SFF POST WITH SIDE- PLATES SEE TAIL PERMITTED.D��:� ryB�eC�NG SEE SCHEDULE' GES ( CH COMPONENT IS INTER- AO 312'SLAB ATTACHMENT FOOTING WHERE REQUIRED. QUT ---- - SEE SCHED. FOR FOOTING 1<iZE BLE WITH ANY OTHER S SrS Fr q MAY BE USED WHERE PERMITTED. or - NOTE: THIS OPEN LATTICE -TYPE STRU (� -. MAY NOT BE ENCLOSED OR C NT UNLESS OTHERWISE ^ 2 ~� I� SHOWN. 1B�FCNG SEE SCHEDULE FOOTING WHERE �P REQUIRED, SEE SCHED. FOR FOOTING CUBE S1ZE LTTI(`G-CTDI•IF`TI,I w' 2 nl- 11171 A-r-'At.l IrM \.1 1. NOTE: THIS OPEN LATTICE -TYPE S - MAY NOT BE ENCLOSED OR SEE ~ No. LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. NOTE: EACH COMPONENT IS INTER- a 112 LAS °Fr °PqG� CHANGEABLE WITH ANY OTHER s Osr MAY BE USED �<F He Fo a TO CONSTRAIN J 12" SLAB COMPONTENT UNLESS OTHERWISE SHOWN. rqs qC�H I FOOTING. SEE MAY BE USED fF' SCHEDULE NOTE: EACH COMPONENT IS INTER- pOS TOCONSTRAIN CHANGEABLE WITH ANY OTHER SFFr SDgc I SCHEDULE SEE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.<F N SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE - FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H° FRFFSTAmniNj ; MI II TICPAI`I t TTIrP CTPI IrTI IOC DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: , DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 JO pef DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY' K K. 8 D.P. RANCHO CUCAMONGA, CA (951) 741.2107 STRUCTURES HORIZ. WIND = 90.100 6 110 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 3 OF 301R MPH IR1A7 est_7n71 FAY eni1A�a,=�d�.,omm �..... SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ANpSH7HOFSTRUCT SEE SCHEDULE NE ROOF PANELPROJECT ON Less TH RIES FOR SPANS ENC(OSETO 0. SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. -� LIVE LOAD = /'OST OPTIONAL: CANTILEVER BEAM n S0. POSTS, SIZE VARIES SEE S Neo AC//VG SEE SCHEDULE FOR ? POST SEES U(ES POST SPACING SQ. POSTS, SIZE VARIES SCALE: NONE PACINOR = O.kN HEpV(�S 3 1/2' SLAB ATTACHMENT SEE SCHEDULE PQST SPACING 25% REVISED BY: K.K. 6 D.P. MAY BE USED WHERE ALTERNATE: OF SPAN O v PERMITTED. SINGLE POST ALTERNATE:5� M'NOT T 2ED SEE SCHEDULE SEE SCHEDULE O'H•NpT 25 "OF MAX. HT.= 12' OF SPAN EEO N MAY BE USED ALTERNATE: 1 NOTE: NO AT TH POST AND A PEND BAYS!S t FOOTING WHERE REQUIRED SPLICE AT TO CONSTRAIN FOOTING. SEE SCHEDULE QlVD Q`� SEE SCHEDULE FOR FOOTING CUBE SIZE \10 SPLICE A TH O� O TE D AT END SAYS. NOTE: EACH COMPONENT IS INT p POSTE D AT END B�YS.IS CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWI OWN.No" Tvnr ItAI- ArrA^I Ir'M rlIkII r r Mr . I. -A�-i r-.— . 4 ..Fyn. r! ROOFPALUMINUM O.H (EN GTN OFSTRUCTUREVA SEE SCHEDULE FOR SPANS SP (MAY NOT O. BE ENCLOSED ) "O.H." NOT TO EXCEED 25% OF SPAN _ ATTACHMENT CHANNEL ALUMINUM SEE DETAILS —� ROOF PANEL MIN 0 25" SLOPE PER FT. SEE SCHEDULE FOR SPANS }-0 "O.H." NOT TO EXCEED 25% OF SPAN m SEE DETAIL FOR SPLICE - U = SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' 1 WHERE REQUIRED DULE FOR FOOTING CUBE SIZE JUL-15 2010 r_ unu ArrAP-1 Jr -M .. NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ALUMINUM "rHOF ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H STRUCTURE V/ SEE SCHEDULE FOR SPANS V MAY NOT O.H _SPA BEENCLOSEO/ "O.H." NOT TO EXCEED 25% SPA OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. -� LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: POST SP SEESCyEAQIJLES OPTIONAL: CANT LEVER BEAM SEEPOSTEDULE SEE DETAIL FOR SPLICE POST SEES DURALUM PRODUCTS, INC. OPTI NAL: CANTLE SQ. POSTS, SIZE VARIES SCALE: NONE PACINOR = SD. POSTS, SIZE VARIES HEpV(�S 8269 ALPINE AVE., SACRAMENTO, CA 95826 SEE SCHEDULE PQST SPACING REVISED BY: K.K. 6 D.P. O 90. 100 b 110 MPH (R1F1 4F2.7091 Fox aOl.1F1G calwNTdu.ah.m �nm SHEET 2 OF 30 3 1/2" SLAB MAY BE ALTERNATE:5� M'NOT T 2ED 3 112" SLAB O'H•NpT 25 "OF OF SPAN EEO N MAY BE USED ALTERNATE: Sp X E O CONSTRAIN FOOTING, SEE C\EE SCHEDULE SINGLE OST SCHEDULE SPLICE AT TO CONSTRAIN FOOTING. SEE SCHEDULE SINGLE POST SEE SCHEDULE \10 SPLICE A TH O TE D AT END SAYS. p POSTE D AT END B�YS.IS FOOTING WHERE REQUIRED `/FOOTING WHERE REQUIRED _.i SEE SCHEDULE FOR FOOTING CUBE SIZE r SEE SCHEDULE FOR FOOTING CUBE SIZE i' NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/C'ANTII F\/FR OPTir)Kl DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 d 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (851) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 6 D.P. 90. 100 b 110 MPH (R1F1 4F2.7091 Fox aOl.1F1G calwNTdu.ah.m �nm SHEET 2 OF 30 RAFTER -S " 6.5" S FOR OPEN.: LATTICE COMMERCIAL & PATIOS II --� 3" 6.5" f MAX. 2" 024" 032" .042" 024" ALUM. ALLOY 3004-H36 ~_ ~.032" OR EQUAL --*,SEE NOTE BELOW I ALUM. ALLOY 3004-H36 OR EQUAL .�,?� 2 x 6 1/2" RAFTER; rn w DBL. 2 x 6 1/2" RAFTER o c =90, 100 & 110 MRN~ CL Ll "T' v 90, 100 & 110 MPH m o EXPOSURE B &,C (PSF) (IN.) w o EXPOSURE 8 & C 024' ..16„ •_.14,-1 1„ 024 16 L 24" 12,_2„ ?� 10 24" 17'_2„ 16" 20'_1„ 16„ 28,-6„ 10' .032 24„ .032 16'-5" 24" 23'-3" 16" 24'-10" 16" 15,_3" .042 .024 24" 20'-3" JUL 15 X010 20 24" 12'-5" 16" 10-10" 16" 20'_7" .024 r• t;- 24" 8'-10" 'QRpFESS�.032124„ 20 .032 16, 10„ 16" 14'-71 i .(V� Cj 0 Cq 'SI� 024 16" 13,_9„ 24" 11'_11" co �1� Z0 30 24" 11,_2„ 16" 181-01, 6r— z 16" 18'-6" .042 24"14 -81 w N0.37948 r m .032 Exp. 3131111 za" b .024 16 s -B Q 24" 7'-11" 16" 30 032 90/100/11'0 MPH EXPOSURE B & C 24" 10'-8" NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 3.0" �•�-� 8.0" ® 15 16 .042" 8 ALUM. ALLOY 3004-1-136 WIDTH OR EQUAL SEE NOTE BELOW 10 10 - d c c n v H a 3 x 8" RAFTER L.L.= (PSF) "-r (IN.) 90 & 100 MPH , 110 MPH EXP. B& C EXP. B EXP.0 11 .042 16" 28'-5" 28'-5" 27'-8„ 24" 23'_2" 23'_2„ 22,-6" 10 WIDTH 1 1/2 SPAN a O.H. 11 11 12 12 13 12 12 13 .042 16" 20'_6" 20,-6" 20,-6" 24" 16,_9„ 16,_9„ 16,_9" 20 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 14 14 15 1 15 1 16 .042 16" 18,_6" 18'-6" 18'-6" 24" 1 15'-1" 15'-1" 15'-1" 30 24" 10'-8" NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. - CLEAR SPAN =.042 ® 15 16 7 8 TRIBUTARY WIDTH TABLE 9 9 10 10 10 11 11 11 12 12 12 1 13 13 11 90. 100 8 110 MPH /R1R1 dFi.7071 FAY 401.1Ft4 enlueRitA,nn�"m rnm SHEET 7 OF 30 TRIBUTARY TRIBUTARY= 10 10 11 11 12 WIDTH 1 1/2 SPAN a O.H. 11 11 12 12 13 12 12 13 13 14 - CLEAR SPAN (FT.) 14 15 16 7 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 1 13 13 DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. PROJECTION PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SPAN O.H. 10, 20 & 30 ps1 DURALUM PRODUCTS, INC. 17 1e 19 zo 21 h 9 9 10 10 11 90. 100 8 110 MPH /R1R1 dFi.7071 FAY 401.1Ft4 enlueRitA,nn�"m rnm SHEET 7 OF 30 TRIBUTARY TRIBUTARY= 10 10 11 11 12 WIDTH 1 1/2 SPAN a O.H. 11 11 12 12 13 12 12 13 13 14 • NOTE: TRIBUTARY ON MULTIPLE SPANS IS 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 14 14 15 1 15 1 16 DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 85826 90. 100 8 110 MPH /R1R1 dFi.7071 FAY 401.1Ft4 enlueRitA,nn�"m rnm SHEET 7 OF 30 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C CT 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 110- MPH JUL 15 20 1 IO 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. Ps l ECS Ciy9l 20 #14 S.M.S. #14 S.M.S. #14 S.M.S.co E. r z LU NO 37948 r m 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 3/31/11 aCivi 1L" X J 1/1" W PANEL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 1 #14 S.M.S. j #14 S.M.S. j #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER I CF L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S 30 #14 S.M.S. #14 S.M.S. J #14 S.M.S. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY' K.K. 8 D.P RANCHO CUCAMONGA. CA (95 1) 741-2107 PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 - 90. 100 8 110 MPH /p1A1 dF7-7M1 FAX dfl'L 1F1p calwclnlAi�nL�m rnm SHEET 6 OF 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 11.50" 1 50"� 060 `O o mWALL f°J5--� FASTENERS . O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \c EXl ALUM. PANEL OR / HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA. CONTACT — AT 2x FASCIA 3x ALUM. RAFTER � \ 3 (WHERE OCCURS) 16" O.C. CELL AT FASTENER) OR CONC. FASCIA BOARD II y II EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG w WALL CONNECTION EXISTING EAVE CONNECTION ( 2 Y WALL FASTENERS SEE TABLE .25"R #14 SMS @ PANEL LOCKS OR 1#8 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA. CONTACT — AT 2x FASCIA .20 CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) 16" O.C. CELL AT FASTENER) OR CONC. LL=30 LL=10 LL=20 ALUM.ALLOY 90 y 6063-T6 #14 SMS @ EA. CONTACT w WALL CONNECTION D ALUM.ALLOY 6063-T6 I.R. HANGERC 2.%40„ T=.060" — WALL FASTENERS SEE TABLE EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC 8orD 8orD E E E J J K 110 1 D BorD BorD E E E J J K 2'-0" T-0" 4'-6" DESCRIPTION OF LAG SCREW (SEE NOTE BELOW] lz A=3/8"O x 1 1/2" @ 12" O.C. 'J=3/8"Oxl 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE zz B=3/8"Ox 1 1/2" @ 8" O.C. 'K=3/8"OJxl 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE FQw C=7/16"O x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 wLu D=7/16" 0 x 1 1/2" @ 12" O.C. 16'-9" r LL�� E=3/8"0 x 4" @EACH STUD F=7/16"O x 4" @ EACH STUD EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20;. LL=30 2" x 4"1'-6" FULL OR 2" x 4"1'-8" FULL 16' O.C. 16.-8" 13'-10" 9'-3" T-0" 11'-8" T-8" 5'-10" 24" O.C. 10'-8" 8'-3" 5'-6" 2'-0" T-0" 4'-6" T -O" 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. T -O" 17'-6" 14'-0" 9'-0" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16'-9" r NOTE: AT 10., 20 & 30 L.L. MAY USE: 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 STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY i_., 10# L':L'.=(2)#14 SMS EA. SIDE 20#/30#L L.=(2)#14 SMS EA. SID ��� U -BRACKET 3/4" OR 1 1/2" I I 2" x 6 1/2" OR 5" MIN. 3" x B" ALUM. � _ I RAFTER v� \ EXISTING WOOD STUD FRAMING 2 EACH 1/4"0 x 3-1/2" LAG SCREWS LL=10 Psf 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 P EXISTING WOO ATION INTO EXISTING WOOD STUD) RAFTER TO WALL CONNECTION O NOTE: PLACE"SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION APPROVED 3" OR 4" INSUL. ROOF OR QRpFE w N O 0 i O . .Z1 N O O #14 SMS T&B AT 12" O.C. N0.37948 r m � IN' *2 X 151010 E 3/16" 8" 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER 8' O O PROTECTION, METAL FLASHING r CAUCK JOINTS AND SLOPE I TO DRAIN TYPICAL BRACKET AT EVERY 2z 1/4" \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EAVELENGTH „L„ �I 2.6 OR 2.8 LEDGER iFTER X\ 12" W.S. }#14x1 3/4" PATIO COVER NOTE:BRACKET MAY BE MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 8 30 psl JOURALUM PRODUCTS, INC. SCALE: NONE AND BRACKET HDRIZ.WINO = 269ALPINE AVE., SACRAMENTO, CA 95826 REVISED BV K.K. fl D.P. RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENT S 90. 100 8 110 MPH "lirl x52.71177 FAY a(1i-7518 SHEET 8 OF 30 �I 2.6 OR 2.8 LEDGER iFTER X\ 12" W.S. }#14x1 3/4" PATIO COVER NOTE:BRACKET MAY BE MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 8 30 psl JOURALUM PRODUCTS, INC. SCALE: NONE AND BRACKET HDRIZ.WINO = 269ALPINE AVE., SACRAMENTO, CA 95826 REVISED BV K.K. fl D.P. RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENT S 90. 100 8 110 MPH "lirl x52.71177 FAY a(1i-7518 SHEET 8 OF 30 COLUMN / POST. TYPES & .SURFACE MOUNT ATTACHMENT. DETAILS 3.00"SQ•.024" #10 SMS. 3.00" SQ. � 3.00" SQ. � o 032" @24"O.C. EA. SIDE �� H=3"SQ.xt=.250' // o J J=4"SQ.xt=.188'jj 11 6.5„ O —y 075" { a --— 14"R K=5"SQ.xt=.188„ 1 TY .040" ALUM. / 032" 048"STEEL � 3.0" 4.0" OR 5.0" O 5/8" PLASTIC PLU"""'Z 28" O 3" SQ. ALUM. POST \3" -SQ. I M. POST O 3 MAG POST /SQUARE �e ALUM. ALLOY 3004-H36 WITH SIDE PLATES D ALUM. ALLOY EEL 36 3" SQ. ALUM. POST STEEL POST- j JUL 15 7010 ALUM. ALLOY 3004-H36 3° SQ. STEEL POST ASTM A36 GRRAADE 0 ALUM. ALLOY 6063-T6 P FESS/p ALUM. ALLOY 3.00" OR z o" /QCA ~ N,9 6063-T5 2.40"—� i 1.375" 75" QL 7/16"OHOLE 2 FLANGES 2 1/8" APART %cr_Exp.3131111 37948 rri ASTM GRADE 36 STEEL 1.125" *.75" 75" BASE FLARES 1.60" T P _ _ TO 3"WIDE E4. 4�� SIDE OF FLANGES 1.5� INSTALL WASH. PLATE JUSEFOR POST ONLY 1%" x 5/16"x 5Y2" WHEN USING '090" TYP. 5.50" % 1-7/16"0 HOLE IN 110 MPH WIND AREA2- 5/16"0 HOLES & 2-3/8" -3 8" HOLES .090" BRACKET FOR 3" POSTS rL SIDE ALUM, 7BRACKET STEEL "T" BRACKET 5 T=.060" TYP. 3 -3/8" LAG SCREWS OR )-1/4" LAG SCREWS\\2 1/8 21/8"'T'BRACKET (2.5" PENE. INTO EA. STUD), 3 Ire" @ 3"SQ. POST W/ 3„Q J''4 1,(2)-1112 SM$ EA. 3' SO. ALUM POST SIDE OF POST OR 6„1' 2" 1/4" M.B. THROUGH W --� 7� GA. PL. .18 POST 3" ! ( '1I 11/16" 0 ROD 3/16" v 2 I 1040 STL. STEEL PARTS PAINTED29" RUST-O-LEUM" OR EQUAL 20"3"SQ.POST BRACKET: 3" 3" 2112"X2112* OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. X7 GA. STL I OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 1 4" DIA. 9 GA. 6063-T5 3" x 8" ALUM. RAFT.BRACKET ASTM A-36 HELIX 3/16"9'x16"x7 16- STEEL PLATE GA. 3" X 8" ALUM. HEADER SINGLE PASS WELDED NOTE' ASTM A36 "H" BRACKET SOIL ANCHOR MAY BE USED WITH STEEL PARTS PAINTED --^^"% - 3"SQ. ALUM. POST 'RUST-O-LEUM" OR EQUAL H EAD ER' B RACKET ONLY. OR HOT DIPPED GALVANIZED t NOTE: OR ELECTROPLATED STEEL FOOTINGS AND SOIL ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. cTccl CP?!•1T(d )IAI/� DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 d 30" DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND = 269 ALPINE AVE., SACRAMENTO, CA 95826 [91914.S7.7n7i j REVISED BY* K.K. d O.P. 90. 100 & 110 MPH FAY dn1.151Q eoi•er.'nA„rnl,m. SHEET 9 OF 30 COLUMN/ POST TYPES & SURFACE MOUNT AND-.EMBEDMENT DETAILS 18" SQ. 12" 20" 21" SQ. ALUM."T"BRACKET USE WITH 22" IN, 16" 24" 28" SQ. 20" i POST TYPE B.C.D. OR E. 23" STEEL POST ONLY: 35" SQ. 25" ' KET 28" STEEL."T`BRACKETDSE WITH POST TYPE B,C,D,E,F,G,H,J OR K. ; i USE POST.TYPE F. G, H, J OR K (3)-5/8"O BOLTS FOR POST TYPE J 47" SQ. 32" 3 QCPOST W/ 3"SQ. POST3" (2)-#12 SMS EA. SQ. POST ALUM."T"BRACKET: USE (2)-3/8'0 HILTI i I I 55" SQ. 37" 15" 60" SO. SIDE OF POST OR ' 1/4" M.B. THROUGH 42" K. BOLTS OR EQUAL STEEL."T"BRACKET: x,1/2 DEPTH OF I 44" BOLTS FOR ALOL OTHER 43" 16"INSERT POST SEE NOTES BELOW USE (2)HILTI KWIK OR EQUAL BOLTS OR E FOOTING OR I I 12MIN. EMBD. I I / " CONDITIONS 4 5" x TM ASTM A3, (2)-3/8"0 HILTI "KWIK'- (2" MIN. EMBEDMENT DEPTH f • ' I 'aml STEEL BOLTS, OR EQUAL, EACH AT';: FOR KWIK BOLTS • I ' 7,=. T.O.C. TO SLAB. I 1 • ;: ( d"SQBAS MINIMUM DISTANCE TO c�I PL EDGE OF SLAB = 2-1/2" G w A572 STEEL c ••• ASTM U7 w DEPTH d : : "• :• t• x 3/16" .. SLAB SHALL BE IN GOOD CONDITION c POURED CONCRETE FOOTING •: .; -;••• :• `' : +.: :.:� Fx> y /o SQ. POST _. (STL.) r FOR SIZE t(1)-172"O M.B. • ' •' /ui OR FLUTED � 3 1/2" MIN. SEE FOOTIN x9" LONGS 11--� SQUARE OR 4" SD. POST (STL.) SCHEDULE SQUAR FROM END r SEE FTGS, INSERT OF POST EXISTING SLAB (� 3" SQ. POSTS TO CONC. FOOTING O rSQUARE POST INTO FOOTING EMBED O r PL.S/8"THK. _ 1 1/2" 6" 1 1/2" I ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SO. 39" 42" 64" SO. 41" 44" 69" SO. 43" CUBE FOOTING W/ 3 1/2- SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23'& 24" CUBE (2)-1/2"0 3 1/4" 25- - 30" CUBE (4)-12"0 3 1/4• 31" - 34" CUBE (4)-5/8"0 4- 35" - 39" CUBE (4)-3/4'0 4 3/4" 40'- 42" CUBE (4)3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 4' NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. W/INSERT. MAG. BEAM, 4" OR 7"I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2"X )X 0'-5}'," AT STEEL "T" BRACKET. 3. POST TYPE F DO NOT USE STEEL "T" JUL 151010 BRACKET W/7" I -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED WELDED STEEL BASE PLATE 1 j BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SQ. x 5/8' B, C, D, F, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 10, 20 8 3o sl P DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 j REVISED BY: K.K. 8 D.P. - 90. 100 8 110 MPH Ip1F1 dF7.7f171 FAY dA.'L1F1A calnclTA�vnl,�m SHEET 10 nF 30 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" 61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. 2.00" 1,79" _ � SPLICE WHERE OCCURS SPLICE WHERE OCCURS SPLICE WHERE OCCURS �1'0 to to 73.. 2.57" —Ij—T 2.19" I 2.08" 4TYR T 4.6" 2.04" obs~ � 2.04"1.065" TYP. 4.6• 075" TVP. 14"R 11 ,� .048' �� 4.0000• •• 2.93" 3.0 . .28" 038" R.F. GUTTER FASCIA-ALUM. ALLOY 3004-1136 6.5" ROLLFORMED A z.T' ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 O ASTM A653 GRADE 40 E O 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 3,. 4., 3.0" SPLICE WHERE 4" occuas 070 TYP. SPLICE WHERE occuR6 6.5" 2" .024" �— .032" .042" A 6.5" MAX. 2" I —ate f— .032" - .042" 8.0" 110" TYP. 1 1 ALUM. ALLOY 6063-T6 O F ALUM. ALLOY sDs3-T6 O ALUM. ALLOY 3004-H36 OR EQUAL J ALUM. ALLOY 3004-1136 OR EQUAL ALUM. ALLOY 3004-1136 OR EQUAL 4" I-BEAM 7" [-BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAMK 3x86EAM O r�� t — X. MA—B 1'25 �I ---_"r'^- .625 �' f ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS \4" —� .042" 8" I .042" T=14 GA. 7.875 ASTM A653 GRADE 50 1-BEAM = 7"x 2 3/4" x 16 GA. STEEL C-BEAM 7" 1-BEA �- 3 1/4" x 12 GA. STEEL C-BEAM OFES$/ JUL 15 1010 ALUM'ALLOY 3004-1136 OR EQUAL--------- y L/ ALUM. ALLOYf EQUAL 36 2.875„ � ~ I"'� fZ No.37948 m 3 x 8 BEAM W/ STI INSERT] DBL. 38BEAMr �, 3'x 8'BEAM 7 STEELANSERT \ \Q. CAL DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOA PATIO COVER SYSTEM AS MFG. BY: DATE: 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. - SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY• K,K. 6 D.P. . 80. 100 8 110 MPH rp�ai est-7mi cex em.i., eel.�ra,d.,.nn ".. rnm OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD ) 2414 x 1/2" S.M.S. EACH SIDE OF 3" I SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT, W/ WASHER EA. SIDE OF 3" SO. POST iL 501 1— + 1.10" I O I I 3' SO. POST 2414 x 1/2" S.M.S. EACH SIDE OF 3" SO. POST(4 TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST 3" SQ. POST OR .240 GUTTER FASCIA BEAM TO POST CONNECTION DETAILS MAG BEAM 3" SQ. POST YSQ. STL. BEAM 1 3 �-AL'UM._ " x 8" x.042" BEAM, "SQ. STEEL OR 1AG BEAM. #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. L__ ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER (4)-#14 SDS @ EA. SIDE FASCIA TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C./ X 3" ALUM. OR TEEL POST H - BRACKET TO POST ALLOY 3003-H24 2s" Y 2" 22"xLATTICE TUB ,#8 X 2 "SMS, 21/2" JUL 1 OR 3 1/2. TYP. R 1 1/2" OR 2" SQ. O2"x3" LATTICE @ 3"O.C. MIN. UP TO 7-O.C. MAX. — RAFTER LATTICE TUBE'TO"RAFTER 17 ' ALUM. ALLOY 3003-1-124 1.50" 50" 28" 2„ 1.2" . 1 1/2" SQ. OR 2" LATTICE TUBE 2 2010 QVLO FESSI Z cvQX; A Vj r; N0.37948 r r xp.3(�i l 6 1/2"x2"x .024"RAFTER \)414 S.M.S. EA. SIDE (4) -TOT. FF #14 S.M.S. TOP & BOTT. (2) -TOT. \I 1 114- mm 4" 6 ALUM. BRACKET X RAFTER "TAIL" TO GUTTER 15 3.125" FOR 3 x RAFTER 2. 25' RAFTER t = .040 6063-T6 1 1 /2' . t = .040" 3004-H36gA'LUM. U -(4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER 11/2" MIN. z.7so° (4)y#114 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRAC.. KET TO BEAM \U' -BRACKET - RAFTER TO'BEAM+' $ DRAWN BY: KK J TOM CAMPBELL & ASSOCIATES, INC. — LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: GATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BV K.K. 8 D.P RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENT HORIL. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 & 110 MPH T97a1 e57-7mi cox 4n'17S10 ., _ SHEET 13 OF 30 SPLICE DETAILS 11 SIMPLE SPLICE FULL MOMENT T. 24" (8 TOi..S. II #12 S.M.S. (B tor. Np THICKNESS =.035' (24 TOTTYP. THICKNERSS =.035" II u 6.38" II II + + + ++ + + + + ++ 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 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. 3 TOTAL= (8)-1/2"0 BOLTS ........... ' 'JUL 15 SPLICE WHERE OCCURS 4" ALUM.ALLOY 6063-T6 16„ 1„ 4" I -BEAM -3-4- 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 WHI occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE BEAM TO POST DETAILS (12, (2VALLEY, TYF. NOTCH 1 -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST,CONNECT WEB (6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0 STL.0-BEAM THRU-BOLTS SO. POST_ SIECg0�'9! BEAM TO POST CONN. No.37948 r m \P.3/31/11 #12 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @ 8-O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL _ 4"x3" ALUM. "I" BM. OR (4)-1/4'0 M.B. BEAM 7"x4" ALUM. "I" BM. TO BRACKET 2- 3/8"0 M.B. THRU STL. 'T" BRACKET TO POST. II II POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 ps! DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 SPLICE DETAILS HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY K.K. 8 D.P 90. 100 8 110 MPH /p1R1 AS7.7n71 FGx CAL1Stp calacliidnmb,m rnm SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION 1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION^L 3"x 3"STL, INSERT A 3"x 3"STL. FOR FREE (24") I 0 I IED OR rnl i unnl S.M.S- DOUBLE RAFTER - PLAN 2 VALTERNATE: 4-#14 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) r 4.5' O 6" ALTERNA (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE �-- LATTICE 1 1/2" OR 2" 2"x6.5"'OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: ;2)-#14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: '(2)- 2x6.5" OR (2)-3"x8" HEADER Wx3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. Zp S BEAM SPLICE -TO---- --,-, 4_ -OCCUR DIRECTLY•OVER5/8'LOJ PLASTIC I�P_OST:NOT PERMITTED _PLUG WHERE ,VS � @ 2 -POST UNITS SCREW IS INSIDE . #14 SMS MAY BE USE AS E3 3.5- __-ALTERNATE T__0 - 1/4"0 BOLTS-- " 5 8" BEAM ❑1 OR ❑2 6-#14 SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. t #14 SMS EA. SIDE I i SIDE SEE PO E TOP, MID HEIGHT AND BOTTOM. 3"SC_P-OST,BETWEEN SIDE PLATES BEAM TO POST CONNECTION -J POST -SCHEDULE 21 3" SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. x.032" + (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. FUSE ON.CONC..SLAB.ONLY r USE ON CONC. SLAB OR FOOTING EXI ST. ,1 SHEATHING JUL--1-5.2010 J 3 2"x6" LEDGER (NEW OR EXIST.) X S W _ (2) 3/8" LAG SCREW EXIST. 1" STUCCO OR EQUAL .5" PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20.8 30 F' DURALUM PRODUCTS, INC. - SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY, K.K. 8 D.P 90. 100 & 110 MPH fQlR1 a57_7n?t FAX ana_151a SHEET 14 OF 30 POST F MAX HT.= 8' FREESTANDING ONLY 4.5" / MAG GUTTER MAX.POST SPACING 6.5" ROLLFORM 4" I -BEAM 13'-10" F F m o MAX.COL. SPACING ON SLAB MAX.POST SPACING7GpIN. FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED B OST YPE FTG. (IN) MIN. POST TYPE FTG. (IN.) MIN. MOST TYPE FTG. (IN.) MIN. POST TYPE 4' 17'-0" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 5' 13'-7" 12'-4" 32 F 20 B 16-3" 32 G 22 B 6' 11'-4" 11'-3" 29 F 21 B 14'-11" 32 G 22 B 7' 9'-8" 10'-5" 29 G 21 B 13'-10" 32 G 23 B 8' 8'-6" 9'-9" 29 G 22 B 12'-11" 32 G 24 B 9' 7'-7" 9'-2" 29 G 22 B 12'-2" 32 G 24 B 10' 6'-9" 8'-9" 29 1 G 122 B 11'-7" 29 G 24 B 11' 6-2" 8,-4„ 29 G 1 23 B 11'-0" 29 G 25 B 12' 5'-8" 10'-6" 29 G 25 B 13' 5-2" 10'-2" 32 H 25 B 14' 4'-10" 9'-9" 32 H 26 B 15' 4'-6" 9'-5" 32 H 26 B 16' 4'-3" 9'-2" 32 H 26 B 17' 4'-0" 8'-10" 32 H 27 B 18' 3'-9" 8'-7" 32 H 27 B 19' 3'-7" 8'-5" 38 H 27 B 20' T-4" 8'-2" 38 H 27 B POST F MAX HT.= 8' FREESTANDING ONLY 4.5" / MAG GUTTER MAX.POST SPACING FREESTAND FTG. MOST (IN.) TYPE ATTACHED FTG. POST (IN-) TYPE 13'-10" 32 F 19 B 12'-5" 32 F 20 B 11'-4" 29 F 21 B 10'-6" 29 G 21 B V-10" 29 j G j 22 B 9'-3" 29 G 22 B 8'-9" 29 G 22 B 8'-4" 29 G 23 B JUL 15 3/31111 LOS 12' MAG BEAM BEAM MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIST TYPE FTG. (IN.) MOST TYPE 12'-7" 32 F 19 B 11'4" 29 F 20 B 10'-10" 29 F 21 B 10'-0" 29 G 21 B 9'-4" 29 G 22 B 8'-10" 29 G 22 B 8'-5" 29 G 22 B 8'-2" 29 G 23 B 7'-8" 29 G 23 B 7'-4" 32 H 23 B 7'-1" 32 H 24 B 6'-10" 32 H 24 B 6'-8" 32 H 24 1 B 6'-5" 32 H 24 B 6'-3" 32 H 25 B 6'-1" 38 H 25 B 5'-11" 38 H 25 B NOTE: FOOTNOTE: "SAMPLE" V FOOTING SHOWN REPRESENTS LENGTH OF ' EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE 8 WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING 3" SQ. STEEL BEAM MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIK OST TYPE FTG. (IN.) PIS. TYP 13'-7" 32 F 21 B 12'-2" 32 F 21 B 11'-1" 29 F 22 B 10'-3" 29 G 23 B 9'-7" 29 G 23 B 9'-1" 29 G 24 B 8'-7" 29 G 24 B 8'-2" 29 G 25 B 7'-10" 29 G 25 B 7'-6" 32 H 25 B 7'-3" 32 H 26 B 7'-0" 32 H 26 B 6-10" 32 H 26 B 6'-7" 32 H 26 B 6-5" 32 H 27 B 6'-3" 38 , 27 B 6'-1" 38 H 27 B DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD' PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 8 30 pal DURALUM PRODUCTS, INC. REVISED BY: K.K. 6 D.P. RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIZ. WIND 90.100 & 110 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 15 OF 30 MPH rolAi A5L7M l FA% dM_151p JUL 151010 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE: COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING 0.37946 m X11 k FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B I-- FGURE INDICATES EXPOSURE, C 4a:l Q. ? ADDITIONAL FOOTNOTE: WHERE ONLY.ONE FIGURE SHOWN INDICATFS Fxa 4t a r 1;0#-L.L.�90_MPH--FREESTAND^&=ATTACHED-OPEN-LATTICE-PATIO'S-`12'-OR-LESSEXP.,B & C TOM CAMPB & v SORA ES, INC. > I=— 2 m _ F O2m Z g v 2 U) 00 3" SQ. STEEL BEAM DATE: 5/05/2009 SCALE: NONE DBL. 3"x8"x.042"BEAM POST SPACING TABLE FREESTANDING 10, 20 8 30 PSI DURALUM PRODUCTS, INC. DBL.2"x6.5"x.032" O R 3"x8"BEAM REVISED BY: K.K. 8 D.P. BEAM AND ATTACHED 3"x8" BEAMw/INSERTi4 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30 FOOTNOTE: HEADER REQUIRED F > 0 X MINIMUM ANOE TYPED OF FOOTNOTE: POSTo MAX.POST SPACING FREESTAND ATT. MAX,POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. _ � s MAX.?OSTj SPACING r .' FREESTAND ATT, eChll� FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG (IN.) FTG. (IN.) MIN -L- MOST TYPE FTG (IN•)� POST TYPE 1 POST TYPE 2 EXP. 8 EXP. C EXP. B EXP. C 4' 17'-0" 14'-4" 32 G 16 19'-2" 38 G 20 16'-4" 32 G 20 29'-11" 38 G 21 s' 2 2 2 2 5' 13'-7" 13'-4" 32 G 17 17'-2" 32 G 20 14'-8" 32 G 20 26'-9" 38 G 22 7. 2 2 2 2 6' 11'-4" 12'-6" 32 G 18 15'-8" 32 G 21 13'-4" 32 G 21 24'-5" 38 G 23 B. 2 2 2 2 7' 9'-8" 11'-7" 29 G 18 1 14'-6" 32 G 22 12'-4" 32 G 22 22'-7" 38 G 23 9, 2 3 2 2 8' 8'-6" 10'-10" 29 G 19 13'-7" 32 G 22 11'-7" 29 G 22 21'-2" 38 G 24 10, 2 3 2 2 9' T-7" 10'-3" 29 G 19 12'-10" 32 G 22 29 G 22 19'-11" 38 G 24 11, 3 3 2 2 X10'' 11' ; 6'-9" 6-2" 9'-8" 9'-3" 29 29 G G 20 20 12'-2" 11'-7" 32 29 G G 23 23 10'-4" 9'-10" 29 29 G G 23 23 8'-11 18'-0" 38 32 G G (25 , 25 12' 3 3 2 2 13' 3 4 2 2 12' 6-8" 8'-10" 29 G 20 11'-1" 39 G 24 9'-5^ 29G 24 17'-3" 32 G 26 14' 3 4 2 2 13' 5-2" 8'-6" 32 H 21 10'-8" 32 H 24 9'-1" 32 H 24 16'-7" 32 H 26 15- 3 4 2 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 32 H 24 8'-9" 32 H 24 16'-0" 32 H 26 16• 4 4 2 3 15' 4'-6" T-11" 32 H 21 9'-11" 3224 H 32 H 24 15-5" 32 H 27 17' 4 5 2 3 16' 4'-3" T-8" 32 H 22 9'-7" 3225 H 8'-2" 32 H 25 14'-11" 32 H 27 18' 4 5 2 3 17' 4'-0" T-5" 32 H 22 9'-4" 32 H 25 8'-0" 32 H 25 14'-6" 32 H 27 19, 4 5 3 3 18'.. T-9" T-3" 32 H 22 9'-1" 32 H 25 T_8" 32 H 25 14'-1" 32 H 27 20' 4 5 3 3 19' T-7" 71-01, 38 H 22 8'-10" 38 H 25 T-6„ 38 H 25 13'-9" 38 H 28 AND OR MIN. NO. SPACING MUST POST OEXCEED 20'F 3'-4" 6'-10" 38 H 22 g -T. 38 ` � H 26 7,� 38 H 26 13,_4„ 38 H 28 JUL 151010 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE: COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING 0.37946 m X11 k FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B I-- FGURE INDICATES EXPOSURE, C 4a:l Q. ? ADDITIONAL FOOTNOTE: WHERE ONLY.ONE FIGURE SHOWN INDICATFS Fxa 4t a r DRAWN BY: K.K. TOM CAMPB & v SORA ES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG, BY: DATE: 5/05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 PSI DURALUM PRODUCTS, INC. REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA 9S1 741.2107 ( ) AND ATTACHED HORIZ. WIND - 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30 90.100 6 110 MPH rotes a57-7n7t FAx aM.f Rfa zoio.a,e,,.ni,.m rnm 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&c TRIBUTARY 90 MPH 7" I -BEAM 110 MPH WIDTH DBL. Yx8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING Yx8" BEAMw/INSERT 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP OR 3"x8"BEAM 18" DEEP MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST 18" DEEP ax r r mo 0 O Z Z Uvti SHEET 24 OF 30 MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED FREESTAND ATTACHED H a Z SPACING SPACING FOR DBL. FOR 3 x B SPACING FTG. MIN. FTG MIN. FTG. MIN• FTG MIN. FTG. MIN FTG MIN. FTG. MIN. FTG.MIN. 21n O (IN) POST (IN) POST TYPE (IN.) POST TYPE - (IN.) POST TYPE 2x6.5x.032 BEAM (IN•) POST TYPE (IN.) POST TYPE (IN.) POSTPOS TYPE (IN.) TYP a' 6'-2" 20'-11" 41 J 24 F 13'-11" 32 J 22 B 9'-10" 9'-10" 32 J 20 B 19'-0" 36 J C 17'-11" 24 51 4'-10" 18'-9" 41 J 25 F 12'-5" 32 J 23 B 8'-10" 8'-9" 32 J 20 B 17 6,_1„ 36 J 2 25 5'/ 6' 4'-0" 17'-1" 36 J 26 F 11'-4" 28 J 23 B 8'-1" 8'-0" 32 J 21 B 15'-6" 36 J Y26 C� 14'-8" r T-6" 15-10" 36 J 26 F 10'-6" 28 J 24 B 7'-5" 7'-5" 29 J 22 B 14' 3-7 36 J �6 C� e. 3'-1" 14'-10" 36 J 27 F 9'-10" 28 J 24 B 7'-0" 6'-11" 29 J 22 B 13 36 J 27 E/ --'1 9. 14'-0" 36 J 27 F 9'-3" 28 J 25 B 6'-7" 6'-7" 32 J 23 B 12'-8" 36 J 27 E/ 2'-0" 10, 13'-3" 36 J 28 F 8'-9" 28 J 25 B 6'-3" 6'-3" 32 J 23 B 12'-0" 29 J 2 28 E/ V-4" 11' 12'-8" 36 J 28 F 8'-5" 28 J 26 B 5'-11" 5'-11" 32 J 23 B 11'-10-10 29 J 2�8 E/ 12' 12-1" 36 J 29 F 8'-0" 28 J 26 B 10'-1 29 J 229 E/ 13' 36 K 29 F 7'-9" 32 K 27 B 36 K 229 E/ 14• 11'-2" 36 K 29 F 7'-5" 32 K 27 B T 10'-2' _7 36 K 2�g E� FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EX NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING JUL 15 2010 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 ATTACHED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. Isoup LIVE LOAD- PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 pcl DURALUM PRODUCTS, INC. 11A1A14S7.7n2i SCALE: NONE REVISED BY: K.K. & D.P. RANCHO CUCAMONGA, CA (95 1) 741-2107 ATTACHED HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 ^AND 90.100 & 110 MPH FAX 4na-1S1A SHEET 24 OF 30