Loading...
PAT (10-0075)61365 Living Stone Dr 10-0075 Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 4628 Applicant: Architect or Engineer: r , x 7f4l 40 VOICE (760) 77-7012 FAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT SPECTIONS (760) 777-7153 BUILDING PERMIT (e , Date: 1/2-9/10 • 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 CI s: B License No.: 770843 `a=ee: ,f Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 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 sate. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). . (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ ) 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: LQPERMIT Owner: ROCQUE RESIDENCE 61385 LIVING STONE DR LA QUINTA, CA 92253 Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92248 (760)777-2650 Lic. No.: 770843 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 ENDURANCE REISN Policy Number WEN0015766-01 I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. (_Date77): Tf-!7A WARNING: FAILURE TO SECURE WO NSATION 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 l have read this application and state that the above information is correct. I agree to comply with all Pty and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Date:`'. Signature lApplicant.or_Agent):_ - _ LQPERMIT Application Number . . . . . 10-00000075 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee 72.00 Plan Check Fee 46.80 Issue Date . . . Valuation . . . . 4628 Expiration Date 7/28/10 Qty Unit Charge Per, Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ---------------------------------------------------------------------------- ' Special Notes and•Comments 348 SQUARE FEET WEATHERWOOD OPEN LATTICE PATIO STRUCTURE. PER 2008 IBC;2006 IRC; 2007 CBC & APPROVED PLANS. ----------------------------------------------- Other Fees . . . . ... . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged --------------------------- Paid Credited Due ---------- Permit Fee Total 72.00 -------------------- .00 .00 72.00 Plan Check Total 46.80 .00 _00 46.80 Other Fee Total 1.00 .00 .00 1.00 Grand Total 119.80 .00 .00 119.80 LQPERMIT Bin # City of La Quinta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 - &J-,365 Building Permit Application and Tracking Sheet Permit .# r3 Project Address.` Owner's Name:, A. P. Number:Address: - . z1z;04 [ Legal Description: City, ST, Zip: L vtU�A q, Contractor: /MFE�©S Telephone: �� 1 ,p N W' Address: ioq® AoX 57gp6 Project Description: City, ST, Zip: 14 Qt01A)7—, Telephone:7/ao-77-7-Qd;,3 k^ ` State Lie. # 77D9 T 3. City Lic. #:.3aS$ Arch., Engr., Designer: Address: City, ST, Zip: Telephone: P "� , : Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n . Alter Repair Demo Name of Contact Person: Sq. Ft.: 3 #Stories: # Units: Telephone # of Contact Person: 76)0 bbg -170D Estimated Value of Project: Cja-e 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 Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"° Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person. Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted , Grading IN HOUSE:- 3d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A,I,P,P, I.Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees List # : EXHIBIT `A' - PAGE'3 TRILOGY AT LA QUENTA MAINTENANCE ASSOCIATION DESIGN REVIEW COMMITTEE APPLICATION (Do Not Write Below Line. This is to Be Completed By Design Review Committee Only) ........................................................................................................................................................................................ Received by the Design Review Committee: - D to Homeowner Address The attached Application has been reviewed by the DesQUi Review -Committee and its action is: ❑APPROVED (Initials &Date) _ :... CONDITIONAL: APPROVAL (Initials &;Date)- .. F-1. DISAPPROVED* (Initials & Date) �. Incomplete Submittal Q Require Additional Information Other Dpe Notes on plans See conditions of approval check list Other A /z4— Q" RETURNED TO APPLICANT/OWNER Date: Date: Signature: For the Design Review Committee Final Inspection: ❑ Approved as submitted ❑ Disapproved (refer to attached comments) Date: Signature: For the Design Review Committee * In the'event plans and specifications submitted to the DRC are disapproved, Owner may appeal to the Board of Directors by submitting a written request for appeal: The written request shall be submitted to the Board not more than thirty (3 0) days following the final decision- of the DRC. ._.....�ROCQ RESIDENCE ° ���'�°�� RAY MARTIN PLANTING PLAN �""_`TRIL-OGY -� o A Ln dscaaj a Ocsign fi Planning i 61365' UVING`STONE-DR'.! p e ��®� tea: ,•- .,n.QUINTA>_CALIFORNIAj yn C U S T O M SHADE STRUCTU R E S _ f Charles Tunstead Owner 1 TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 May 7, 2009. l - 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 and 2005 Aluminum Design Manual, ADM: -01 and 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(@,charter.,net.shoul_d you require additional information. _R.rca.._ Sincerely, � o _z ~ No. 3 94 r Exp. 3J Tom Campbell, PE CNtI. r - FcAUF�� Site Information Owner's Name hr✓0 y (� . Address I ('9� t°il V .0 S77n s` 2 City/Town f,,� WAJ c T�+ - - State PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING -CODES -:.7-----, 1. THE DE�NjCOMPL'IES WTH;THE 200fi INTERNATIONAL BUILDING CODE, 2006-INTERNATIONAL'RESIDENTIAL"CODE'2007 CALIFORNIA BUILDING CODE. ASCE/SEI 7-05_MINIMUM_DESIGN.LOADS_EOR.BUILDINGS-AND_OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY: `� T 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. 32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA. H V� . 0 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 B AND 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 B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. NU I tJ: ALL L.UIVIF'UIVtIN I J AMC 11'41 CRLnMrvuCMDLC UfYLCOJ v I I _ PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = DURALUM PRODUCTS, INC. DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES 10, I 830 ps1 HORIZ WAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 Rfl 'If1(1R'1'I (IMPH 1p1R14F7-7Mt FAX df,'i-1fi'IA calac(nlr4 ral„m rnm REVISED BY: K K. 8 0 P ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAIL — SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 11An 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 LC SOLID PANEL TYPES POST AND A END BAYS.- NOTE: AYS"NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTF COMPONTENT UNLESS OTHE ENGTH OF Exp I STRUCTURE CIVIL ( MA y NOT QE ENCL pSED) \ \ EESSCHEDULE CHEOULES SEE DETAIL FOR SPLICE - SE � F POSTS ACINOR O H NO T 0 25 % 3 1/2" SLAB 0 OOF O ALTERNATE: r 25 EkCE SpgN ED SINGLE POST FOOTING, SEE i� SEE SCHEDULE NOTE O SPLICE AT THIS POST D AT END BAYS. ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL LENGT SEE DETAILS ANOS/-/q�OFSTRUCT MIN. 0.25" SLOPE PER FT. THF �'RpJECry0 - /F ce SOL"9,��ES ENCC�N \ SEp , SEE DETAIL FOR SPLICE ___ SEET SpAC/NG SQ. POSTS, SIZE VARIES SCHEDULES 3 1/2" SLAB ATTACHMENT ALTERNATE: MAY BE USED WHERE SINGLE POST PERMITTED. 1 < , SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' DOTING WHERE REQUIRED E SCHEDULE FOR FOOTING CUBE SIZE Q� MAY 0 6 2099 inr_ 11011 ATTAt�U= I RAI II TIQD,a F ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN - ALTERNATE: SINGLE POST SEE SCHEDULE 'C OPTIONAL: CANTILEVER SEE DETAIL FOR SPLICE - BEAM � F SQ. POSTS, SIZE VARIES O H NO T 0 25 % 3 1/2" SLAB F-: 2 MAY BE USED r TO CONSTRAIN FOOTING, SEE i� SCHEDULE ALTERNATE: SINGLE POST SEE SCHEDULE 'C OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FORL � POS SPACING m O H NO T 0 25 % F-: 2 OF Sp AN i� INOTEWVO SPLICE AT THIS POST AND AT END BAYS— NOTE: AS NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. O.H -' VrcEVARIES (Mq y NOT gE ENCC OSEp SEE SCHEDULE FOR PST SPACING H. NOT T OF Sp EkCEED SPLICE ATHIS AT END B&YS. FOOTING WHERE REQUIRED -- FOOTING WHERE REQUIRED -B Cr' SEE SCHEDULE FOR FOOTING CUBE SIZE /��V SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID PANEL 10.20 s 30 psr DURALUM PRODUCTS, INC. DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SCALE: NONE RANCHO CUCAMONGA. CA (951)741-2107 SHEET20F`;.J 90. 100 & 110 MPH ra1a1 esz�mi cox am -iso �alaam�alm �nm REVISED BY, K K 8 0 P — RAFTER. SEE TABLE OPEN LATTICE TYPES FOR SIZE AND SPACING* y�r _ _ _ MAX. PROD. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE MAX. PROJ. NG MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE S`��QGVG RAFTER, SEE TABLE ' MAX. O.H. O FOR S1ZE ?S, - 25% OF SPAN AND SPACING -spFM`q,l- I pOSTSp'9CGG ?S O ApSFR 25%O SPAN _ " TSHgNG � POSI�HEIGHT SEE SCHEDULE OpG .. * POST HEIGHT O� - ® •. SEE CH DULE pC, 16 P6 M O . OP � • LENGTH OF STRUCTURE VARIES ANG 1S . p�FR „ - POST WITH SIDE- PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES, IIVIIIIWIIII SFe TSp TgS7eC�NG POST WITH SIDE - 3 1@' SLABA AqHMENT ,gFOSTSp PLATES SEE TAIL i NOTE: EACH COMPONENT IS INTER- p� _ MAY BR IE,USED ERE FTgS� 1Ci1G CHANGEABLE WITH 'SS Ot ERV sFF Tspq i SEE ULE F - 3 1/2' SLAB ATTACHMENT COMPONTENT UNLESS OT S C. SEE OTE: EACH COMPONENT IS INTER- pos MAY PERMITTED. USED WHERE ` FOOTING WHERE'REQUIRED, GEABLE WITH ANY OTHER SFF rgSpgC+ I . SEE SCHEDULE TSEE SCHED.FOR FOOTING C);1 TENT UNLESS OTHERWISE SHOWN. s<F Nc OPEN LATTICE -TYPE PA -T.10 COVER Q ' FOOTING WHERE REQUIRED. NOTE: THIS OPEN--�CE-TYPE STR t .'^ _­LE:NTS MAY NOT BE ENCLOSED OR l+ SEE SCHED. FOR FOOTING CUBE SIZE TYPE -"E" ATTACHED SINGLE SPAN rLATTICE STR� UCT �� - TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE �Iql I`I' A� �QOQ NOTE: THIS OPEN LATTICE -TYPE STRUCTURE O 6 I--' {� $✓�!'�^To, Fi J MAY NOT BE ENCLOSED OR COVERED. Lu No. 37948 MAX. PROJ. E RAFTER, SEE TABLE MAX. PROD. S + SEE SCHEDULE FOR SIZE SEE SCHE U E NOTEIC : THIS OPEN LATTICE -TY E 5 CT ; AND SPACING MAY NOT BE ENCLOSE RED. RAFTER, SEE TABLE " O.H Lp CIV! \� AND SIZE ND SPACING zs%Op M'4} 25%O OF O.H apSTSpFR MAX. 0.11 qC... Ole ' OV 25% OF SPAN , . _ NG .°OST Ryq •- Sp '1+G OST HEIGHT _ 9C+NG SEHEDULE . X00 6 - OST HEIGHT 16 ig LENGTH OF STRUCTURE VARIES RNq,V _ Nq POST CROSS-SECTI LENGTH OF STRUCTURE VARIES • pD _ SEE POST DETAI POSTCRIIfIyIVSS-SE��II�II sFe rSp TION. SEE POST DET I lgSpgCLAB/ G - .. NOTE: EACH COMPONENT IS INTER- pos MAV BE USED } S F N 3 MA1;2Y SLAB CHANGEABLE WITH ANY OTHER sFF Ts, TO CONSTRAIN TO MAY CONSTRAIN USED T qC; - FOOTING, SEE p0 FOOTING, SEE " COMPONTENT UNLESS OTHERWISE SHOWN. 9e<F Nc �� SCHEDULE NOTE: EACH COMPONENT IS INTER- SF srSp CHANGEABLE WITH ANY OTHER SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. qs(F +NG FOOTING WHERE REQUIRED Y SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE 'TYPE ""H" FREESTANDING.MULTISPAN LATTICE STRUCTURE DRAWN BY: TOM CAMPBELL' 8 ASSOCIATES, LNG. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: . DATE: 51BY: K.K.K. 9 OPEN LATTICE 10, 20 s 3D psr DURALUM PRODUCTS, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. VAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90.100 8 110 MPH - IR1A1 eF2.Tm1 anX An3-1519 cmincllrh -I rnm - REVISED BY: K K. R D P. PA 7 -TER SPAM 6.5" ALUM. ALLOY 3004-H36 OR EQUAL 11�ow `.o 2 x 6 1/2" Ft4 CiC L.L.=. 'T' m Q 90. 100 & 110 (PSF) I (IN.) 024` _ 16" X24'• 16" 10 .032 24" 16" .042 24" 16" .024 24" 16" 20 .032 24„ 16" 042 24„ 16" .024 24" 16" 30 .032 24" 16" 042 24" 12'-2" 20'-l" 16'-5" 24'-10" 20'-3" 10'-10" 8'-10" 14'-7" 11'-11" 18'-0" 14'-8" 9,_8„ 7._11„ 13'-1" 10'-8" 16,_7, 13'-2" FOR OPEN LATTICE COMMERCIAL & PATIOS TRIBUTARY WIDTH 'Q _E :z, ` 3'• 6.5.. MAX.— 2' (FT.) PATIO COVER SYSTEM AS MFG. BY: 0. H. .042'. 11 12 13 14 15 ALUM. ALLOY 3004-H36 19 r OR EQUAL 0 3 4 4 5 5 6 6 .024„ 032,E SEE NOTE BELOW No. 379 8 11 1' 4 5 5 6 6 3 x 8" RAFTER 8 8 9 9 10 10 1 �/ Exp. L.L.= HN) & 100 MPH110MPH 8 8 9 9 10 u90 12 12 (PSF) 3' f o EXP. B& C ALUM. ALLOY 3004-H36 EXP.0 13 C I� OR EQUAL 16" R 28.5„ 27.8 14 DBL. 2 x'6 1/2" RAFTER 15 H'� — — — — — 24" W.024 °� 90, 100 & 110 MPH 22,_6„ 15 1 10 o EXPOSURE B & C 3 10 24" 17'-2" 16" 28,_6„ .032 24" 23'-3" 024 16 15,_3„ 20 24" 12,_5„ 16" 20,_7, .032 24., 16,_10., .024 16" 13'-9" 30 24„ 11,_2„ rO316" 18._6„ 24, 15,_1„ 90/100/110 MPH EXPOSURE B &•C TRIBUTARY WIDTH EI3.0,. a011 (FT.) PATIO COVER SYSTEM AS MFG. BY: 0. H. .042'. 11 12 13 14 15 ALUM. ALLOY 3004-H36 19 20 OR EQUAL 0 3 4 4 5 5 6 6 7 7 8 SEE NOTE BELOW 10 11 1' 4 5 5 6 6 3 x 8" RAFTER 8 8 9 9 10 10 m 11 L.L.= HN) & 100 MPH110MPH 8 8 9 9 10 u90 12 12 (PSF) 3' f o EXP. B& C EXP. B EXP.0 13 13 14 4' 16" 28.5„ 28.5„ 27.8 14 14 1 15 042 — — — — — 24" 23'-2" 23,_2„ 22,_6„ 15 1 10 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 20 1042 I 24" 16-9" 16,4„ 1 16'-9" 30 I .042 24" 15-" 15--l" 1 15.6„ PROJECTION SPAN O.H. -_ n TRIBUTARY TRIBUTARY= WIDTH tl2 SPAN O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EOUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) PATIO COVER SYSTEM AS MFG. BY: 0. H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' — 7' 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' — — — 9 9 10 10 11 11 12 1 12 13 13 1 14 14 1 15 5' — — — — — I 11 1 11 1 12 12 1 13 1 13 14 14 1 15 15 1 16 20 1042 I 24" 16-9" 16,4„ 1 16'-9" 30 I .042 24" 15-" 15--l" 1 15.6„ PROJECTION SPAN O.H. -_ n TRIBUTARY TRIBUTARY= WIDTH tl2 SPAN O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EOUAL TO CENTER SPAN TO CENTER SPAN 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 10. 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONERANCHO CUCAMONGA, CA (957) 741-2107 RAFTER SPANS HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 30 REVISED BY' K K & D P 90. 100 & 110 MPH lg18%e57.7n7i Fax PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C 'I Z- x i l« VV r/11VCL_ L.L.=PSF .. . ................ .. .. ....... ..... . . . . . . . . . .......... . . ... ............................. 24" 24" TRI -"V" PAN 110 -MPH L.L.= PSF 90- MPH #14 S.M.S. 100- MPH 110- MPH 10 #14 S.M.S. #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. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 'I Z- x i l« VV r/11VCL_ 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 #14 S.M.S. #14 S.M.S. #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER CLAY U G H09 No. 3794B G � Exp. sA civil r 0,. 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 #14 S.M.S. #14 S.M.S. #14 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = 10, 20 a 30 psr PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. _ DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95626 SHEET 6 OF 30 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90. 1008.110 MPH ro�r;l e.a2'imr Fex ertz:icip cwloclnld�malum n„m REVISED BY* K K R D P -_ HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERS \ AL -'UM. 3004-H36 06 SEE TABLE 150' I I .25"R iDo � WALL `V °' FASTENERS ROLLFORMED HANGER 4. R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET.\ .01 .563" t # 1 1.281" ALUM.3-T6 LLOY 606A .060" I 1,500' , (f EXTRUDED HANGER CHA NEL ALUM. PANEL 2x OR / I AT EA. CONTACT AT 2x FASCIA 3. ALUM. RAFTER n \ CD CONTINUOUS A- RAIL FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG WALL CONNECTION O EXISTING EAVE CONNECTION l 2 # SMS #1 PANEL LOCKS OR #6 SMS I AT EA. CONTACT AT 2x FASCIA IV .200y/� CD CONTINUOUS A- RAIL ROOF PANEL (WHEREOCCURS) ALUM.ALLOY O F 6063-T6 #14 SMS aG1 EA. CONTACT w WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" — T=.060" I WIND AT 2x FASCIA IV WALL FASTENERS CD SEE TABLE LL=10 LL=20 LL=30 LL=10 I LL=20 LL=30 LL=10 LL=20 LL=30 O A BorD BorD E E E J J K � A APPROVED 3" OR 4" jV INSUL. ROOF PANEL Q 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=20 LL=10 LL=20 LL=30 LL=10 I LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD Bor- D E E E J J K 110 D BorD BOrD E E E J J K V-6" DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) 8'-3" A=3/8"O x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE Of ZZB=3/8"O x 1 1/2" @ B" O.C. `K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE w¢ C=7/16" 0 x 1 1/2" (§ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 u)uJ cL D=7/16" 0 x 1 1/2" @ 12" O.C. 24" O.C. u_FE=3/8" 0 x 4" @ EACH STUD 25'-0" 16'-9;' F=7/16" 0 x 4" @ EACH STUD EXIST. RAFTER D 30 psf ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2" x 4"l'-6" FULL OR 16" O.C. 10, 20 & 30 psf 16,_8„ 13,_10, 9'-3" 2'-0" 11,_8„8'-8" 5'-10" 2" x 4 FULL 24" O.C. V-6" 10'-8" 8'-3" 5'-6" 2'-0" 7'-0" 4'-6" 3'-0" 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" 9'-6" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16'-9;' 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 U -BRACKET M IF I I 2" x 6 1/2" OR 5" MIN. ALUM.. RAFTER I L_ _.Ll/2'--- \ EXISTING WOOD STUD FRAMING 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10I 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=2( (2" MIN. PENETRATION INTO EXISTING WOOD STUD) i RAFTER -TO WAL� EC–T-tON' O3 #14 SMS T&B AT 12" O.C. f E co C7(�O w No. 37948 r rn Exp. 3 3 '1AY 0 6 L009 v SIDE EA. SIDE 3/16" 8" 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER B 0 r PROTECTION, S FLASHING O CAUCJANDSLOE%DRAIN TYPICAL BRACKET AT EVERY 2x 1/4" \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EAVE LENGTH \ 2x6 OR 2.13 LEDGER X�l D 30 psf TOM CAMPBELL &ASSOCIATES, INC. RAFTER (3)-#14x3 12" W.S. )-#14x1 3/4" PATIO COVER SYSTEM AS MFG. BY: PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR 10, 20 & 30 psf MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MAY BE MOUNTED O BRACKET CONNECTION BELOW RAFTER W/ SHEET 8 OF 30 SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: HANGER CHANNEL 10, 20 & 30 psf DURALUM PRODUCTS, INC. DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET VIAND10 = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS go. 100RIZ. 90. 100 & 110 MPH !p'IAl dF7-7(19'1 FAX dfla-t F'Ip anlc�lr4 ��afi�m rnm REVISED Br K K & D P COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I 31-2I�3.00" SQ. Il 3.00" SQ. 3.00"SQ. 8 "nO k"ISO.A=.250'032" 24O.C. 8; @EA. SIDE 0 1 1 % NK =4"SQ.xt=.1886.5" O075"�=5"SQ.xt=.188' AEON.`J— TYP. .040" ALUM. L —jaz---032" .048"STEEL "N3.0".4.0" OR 5;011 BO 5/8" PLASTIC PLUG 28 3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 Al P MAG POST SQUARES, WITH SIDE PLATES OD M. A 3004- 36 3" SQ. ALUM. POST I STEEL POST1 ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-1-136 3" SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM -A36 -GRADE 40 1 ASTM 653 GRA—DS-4-0 6063-T5 LLOY 3.00" 2OR , _ 2, 1 000, 1.375" q 7/16"OHOI 0 75" D %>I— ASTM GRADE 36 STEEL 2 FLANGES 2 1/8" APART ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. / 0 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 75" DATE: 510 512 00 9 .75" COLUMN / BASE FLARES DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 157" HORIZ. 1MND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY' K K & D P TO WVVIDE EA. SO. 100 & 110 MPH 1.60" SHEET 9 OF 30 TYP, - __ _ SIDE OF FLANGES 1.50 USE FOR 3" 1� 75 } INSTALL WASH. PLATE 090" TYP. POST ONLY 5.50" T, 1-7/16"0 HOLE 1%e' x 5/16" x 5Y{' WHEN USING IN 110 MPH WIND AREA 2- 5/16"0 HOLES-7&TYPBEA. SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP. — -- LAG SCREWS OR P"IAY Q 6 7009 �3 -3/8" 43-1/4" LAG SCREWS J (2.5" PENE. INTO EA. STUD)��®�ES° 3 6 U)57< co ? 9 ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510 512 00 9 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10, 20 8' 30 p51 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. 1MND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY' K K & D P SO. 100 & 110 MPH 1511M x97.71191 FAY Af1",". �alPenn��.al��m nnm SHEET 9 OF 30 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT " DETAILS " ALUM.T"BRACKET USE WITH A --- POST TYPE B.C.D. OR E. STEEL -POST ONLY: T" BRACKET @ 3"SQ. POST W/ STEEL:T'BRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. 3" SO. POST ALUM: T"BRACKET: � .USE POST.TYPE IfI F?G, H, J OR, K (3)-518"0 BOLTS FOR POST TYPE J T 3"SQ. POST (2)-#12 $M$ EA. SIDE OF POST OR USE t(2)-3/8"0 HILT[ KWIK BOLTS OR EQUAL ;�� I i 15 2 1/2"0 BOLTS 16"INSERT 1/4" M.B. THROUGH STEEL."PBRACKET: SE (2)-3/8"0 HILTI KWIK 1/2 DEPTH OF I I FOOTING OR I I FOR ALL OTHER X.1881 POST SEE NOTES BELOWCONDITIONS OR EQUAL 12" MIN. MBD. I j 4 5" ASTM A3- 2 (2)-318"0 HILTI "KWIK"' [BOLTS 2" MIN. EMBEDMENT DEPTH 11 STEEL 1 BOLTS, OR EQUAL, EACH OR KWIK BOLTS T_O.C_ BRACKET TO SLAB. ; I I •; :; MINIMUM DISTANCE TO9"S .BASE PLT. EDGE OF SLAB = 2-1/2" Q ATA572 STEEL a w o w SLAB SHALL BE IN GOOD CONDITION DEPTH a a POURED CONCRETE FOOTING SEE NOTE (n= U =r h a "� ' �' ' 3/16" w "•`''•'' 3" SQ. POST (STL.) _ 3 1/2" MIN. FOR SIZE SEE FOOTIN (1)-1/2"OM.B. 0 x9"ILONG. 1" SQUARE OR FLUTED"-- OR a" SQ. POST 'STLN SCHEDULE QUARE—FROM END OF.POST SEE'FTGS, INSERT EXISTING SLAB_ — O7 _ _3" SQ. POSTS TO CONC. FOOTING O _ —_ !�S'CHED'~ QUARE POST EMBED'1 O INTO FOOTING j PL.5/8"THK. -' 1 1/2" 6" 1 1/2" WELDED STEEL BASE PLATE _ ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS PLATE SIZE 1. DO NOT USE ALUM. "T' MAYBE USED WITH POST TYPE, SEE SHT.8 9" SQ. x 5/8" B. C, D. F. G, & H BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X X" X U-59" AT STEEL "T" nACKET. 6 2009 CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12" BOLTS 20" 21" SQ. 12" 23" & 24" CUBE (2)-1/2"0 3 1/4" 22" 25" SQ. 16" 25" - 30" CUBE (4)-1/2"0 3 1/4" 24" 28" SQ. 20" 26" 32" SQ. 23" 31"-34"CUBE (4)5/8"0 4" FREESTANDING 3. POST TYPE F I•trAi 0 DO NOT USE STEEL "T" BASE PLATE ANCHOR 28" 35" SQ. 25"-7— 35" - 39" CUBE (4)-3/x"0 4 3/4" BRACKET WIT' I -BEAM. CIS Lp+ 0 )fFES8,, C�qe 30" 39" SQ. 28" BASE PLATE ANCHOR BOLTS (SIZE &TYPE) 32" 43" SQ. 30" q0" - a2" CUBE (4)3/4"0 4 3/4" 9"x9"x 5/8" (4)- 3/4"0 HILT[ KWIK BOLT TZ STAINLESS STEEL EELEMBEDPER .C. E EQUAL NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 34" 47" SQ. 32" ���o �rJ'1; '(Yf� /� a NO. 37948 A EX(331 7� 4 DEPTH OR 36" 51" SQ. 34„ 38" 55" SQ. 37" 40"60" SQ. 39" 42" 64" SQ. 41" 44" 69" SQ. 43" Nl 'CUBE FOOTING Wl3 1/2" SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. IVE LOAD= " PATIO COVER SYSTEM AS. MFG. BY: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 20 & 30 Pst DURALUM PRODUCTS, INC SCALE: NONE REVISED BY' K K. & D P RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT LHORIZ.WND= 8269 ALPINE AVE., SACRAMENTO;CA 95826 - . " 100 & 110 MPH mlm Arm7ml Fnx anx+uta ealoc(nlAural..m /v,m AHFFT 1 D nF 30 HEADER BEAM. TYPES .& ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" NSQ. 2.00" SPLICE WHERE-I� •�Vllf- �_— 1 79" OCCURS SPLICE WHERE SPLICE WHERE - � OCCURS OCCURS 4.6'.075" CD 73" 2.57" 4.6 TYP. 14" R 2.19" 2.04 TYP. X4' oss 2.04" TYP. 2.08" 065" .28„ -1- TYP. 2.93" 4.0000" 3.0' 2.7ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063 -T66063 -T6 ALLOY 3004-H36 6063-T6 E 6.5" ROLLFORMED A 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM I— 3 I 6.5" I 6.5" 2" I(-~ MAX. 2., —� —.042" SPLICE WHERE 4" SPLICE WHERE .024 6.0„ OCCURS _070„ OCCURS —� —W—.032 —� .042" .032" TYP. .110" TYP. ALUM. ALLOYALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-1`136 OR EQUAL ALUM. ALLOY 3004-H36 6063-T6 AL6 63AT60Y OR EQUAL 4" I -BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 1 — 3.0° 1.25' ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3" e" 625" MAX. 3" � Ha 4" 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 042' 8".042" T= 14GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL —� 7'875 ASTM A653 GRADE 50 ALUM. ALLOY -3004-H36 ALUM. ALLOY 3004-H36 I u No. 3794 rr OR EQUAL_—�O� OR EQUAL O --I 2.875" N Exp'. 3,x-8-BEAM W/ STL. IE-R-1DBL. 3 x 8 BEAM 3 x 8 BEAM O STEEL INSERT CIVI1. P (ic'.I r� 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 0 8 30 psf 10, 20.3"" DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY: K.K. & D.P - 90. 100 & 110 MPH lA1F1457-7n7i PAY dna-i.ic BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA - - (WOOD, ALUM. OR HARDBORD) 3" X 8' X .042' BEAM,' - 3" SQ. STEEL OR - 2)-#14 S.M.S. EA. SIDE (4) -TOT. a MAG BEAM. - #14 S.M.S. TOP & BOTT. (2) -TOT. ' 2-1114 x 1l2" S.M.S. EACH SIDE OF 3" _ #14 x 1/2" S.M.S. TOP S0. POST (4 -TOTAL) w S & BOTT. (2) -TOT. \ 1 1/4" KALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST • ROOF PANEL 4" +6 1/2" ROLLFORMED OR d I. + II EXTRUDED GUTTER *• - , ALUM.FASCIA BRACKET X .75 I G II I so' I (4)-#14 SDS @ EA. SIDE I v + 9 I' .#14 S.M.S. @12"O.C. L _ _ TOP & BOTT. TOT.=16 3" SO. POST 2" 1 •• 2.35" _ - - 6 1/2'x2"x • .024" RAFTER - • 2-414 x 1/2' S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 1/4'0 BOLT WI WASHER, RAFTER "TAIL" TO GUTTER EA. SIDE OF 3" SO. POST • a - , • • 3" X 3" ALUM. OR - - STEEL POST 3.00" — SO. POST z� .. • 14 3:125�FOR 3 RAFT 3" ER OR.24a' - - 2.125" FORt21x RAFTER . H -'BRACKET TO POST GUTTER FASCIA MAG BEAM 3" SO. POST 1 3_'SQ. STL. BEAM ALUM. ALLOY 3003-H24 ALUM: ALS LO-�– 0�3'H24� % 1!2 j 1.50" ! r t . . " 3 6063-T6 1.50' 1 ' ' t ='.0400" 3004-H36 ALUM. YF11 - � 2" 18- 2018. _ (4) - #1'4 x+3/4" TEK SCREWS BRACKET TO RAFTER - t P1 1 1/2" SQ OR P 1/2" MIN. ' - 2"x3" LATTICE TUBE O # 2 "SMS, 2 172' • OR 3 1/2", TYP. t• � P� �. Cq� 9l� _ + -0 8 x • _ _i i 1/2" OR 2" SO. OR 2"x3" LATTICE — — — — — – @ 3"O.C. MIN. UP,TO 7"O.C. MAX. o �(t 2.750" — — — —• ` f �' 2 No. 194$ r m ` RAFTER Ex (4) - #14�x 3/4'�TEK�SCRE' fR (6) #10 x 3/4" TEK SCREWS, 3 +-t BRACKET—TO BEAM _` LATTICE TUBE TO,RAFTER - $ y s CIV►1- - 18 . 17 • F j BRACT - RAFTER TO BEAM KE *DRANM BY: K.K. sTOM CAMPBELL &ASSOCIATES; INC. LIVE & 30 =- PATIO COVER SYSTEM IN MFG. BY: BEAM OPOST 70, 20830 pst `DURALUM PRODUCTS. INC.' .DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT • +SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 - HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 90. 1008110 MPH m�a1 eF�-�m� cnx ena.�a�o SHEET 130E 30' REVISEnBY: K:K 9 D P • SPLICE DETAILS SIMPLE SPLICE FULL MOMENT I I I I #10S.M.S. II #12 S.M.S. - II (B TOT. TYP. THICPiNESS = .035 (24 TOT TYP. THICKNEISS = .035" u 6.38" II + 11 + + ++ + + + + ++ I I ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ___ OR 6063-T5 FOR EXTRUr1Fr) OR 6063-T5 FOR EXTRUDED __-- NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL OON EXCEPT AT END BAYSR I NOTCH I -BEAM FLANGE IN ALTERNATE INTERIOR BAYS OCATII I AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB (6061-T6) ALTERNATE I I TO POST W/(2)-112"0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12 SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. nn L. C -BEAM THRU-BOLTS 3" I TOTAL= (8)-1/2"0 BOLTS f",ply 0 6 1063 .................................................................................. SO. POST 1.00" / pFESS/pN� ocnnn Tn onCT (l)Altvl BEAM TO POST DETAILS (2)VALLEY.M YP E SPLICE WHERE OCCURS 4" lig �G' 2.00" ::CD :,. Fp ren ° ° J No., 7948 m P ALUM.ALLOY 6063-T6 4" I -BEAM 3'-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 OCCUI ALUM. ALLOY 6063-T6 7" I -BEAM DRAWN BY: K.K. DATE: 5/05/2009 SCALE: NONE REVISED BY* K K R 0 P MOMENT C -SPLICE TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM RANCHO CUCAMONGA, CA (951) 741.2107 SPLICE DETAILS #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. jNAX. STAGGER IN BEAM FLANGE F 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. POST, SEE SCHEDULE --- v ALTERNATE BEAM TO POST CONN. LIVE LOAD = 1' r1l lu t.vvcm 01 a � IV, -V.— — 10.20a sopsr DURALUM PRODUCTS, INC. HOR12 WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 1008110MPH MirkaR7.7n7i PAY dM3.151p "=mclnlAnminm — SHEET 120r 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL. 3"X8°X.042°BEAM DBL.2"x6.5"x.032" BEAM 3x8 BEAM V-'ie"BEAMwIINSERT~ FOR ATTACHED PATIOS MINIMUM NO. OF POST >-OR = 00 m FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT.—� )FREESTAND *ATT. MAX.POST r TYPE O FOOTNOTE: m m j p m v v n 0- MAX.POST SPACING MIN. FTG. SPACING FTG. MOST FTG. SPACING FTG. MIN SPACING- - - FTG. MIN. FTG. MOST FTG. POST TYPE 1 POST TYPE 2 F F- Z O FTG. (IN.) POST TYPE IN (IN.) IN. (IN.) TYPE IN. ( ) POST IN. ( 1 TYPE IN. ( 1 IN. ( ) TYPE (IN.) EXP. B EXP. C EXP. B EXP. Cl 14'-4" 32 G 16 19'-2" 3$ G 20 16'-4" 32 G 20 29'-11"� 38 G X21 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- 12'-6" 32 G 18 15'-8" 32G 21 13'-4" 32 G 21 24'-5" 38 G- 23 ? 2 2 2 2 �1l'-4- 7' 9'-8" 11'-7" 29 G 18 14'-6" 32 G 22 12'-4" 32 G 22 22'-7" 38 G 23 91 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 1a 2 3 2 2 9' 7'-7" 10'-3" 29 G 19 12'-10" 32 G 22 10'-11" 29 G 22 19'-11" 38 G 24 1v 3 3 2 2 10' 6'-9" 9'-8" 29 G 20 12'-2" 32 G 23 10'-4" 29 G 23 18'-11" 38 G 25 12' 3 3 2 2 11 6'-2" 9'-3" 29 G 20 11'-7" 29 G 23 9'-10" 29 G 23 18'-0" 32 G 25 13. 3 4 2 2 12' 5'-8" 8'-10" 29 G 20 11'-1" 39 G 24 9'_5" 29 G 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 75' 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" 7'-11" 32 H 21 9'-11" 32 H 24 8*_5" 32 H 24 15'-5" 32 H 27 17' 4 5 2 3 16' 4'-3" 7'-8" 32 H 22 9'-7" 32 H 25 8.2 32 H 25 14'-11" 32 H 27 18' 4 5 2 3 17' 4'-0" 7'-5" 32 H 22 9'-4" 32 H 25 8'-0" 32 H 25 14'-6" 32 H 27 1B' 4 5 3 3 18' 3'-9" 7'-3" 32 H 22 9'_1„ 32 H 25 7,_8„ 32 H 25 14'-1" 32 H 27 zo 4 5 3 3 19' 7'-0" 38 H 22 8'-10" 38 H 25 7,_6„ 38 H 25 13'-9" 3$ H 28 FOODERAND 3'_7„ OR MIN. NO. OF POST 3838 H 2 QtOF� 38 H 26 13'-4" 38 H 2$ REQUIRED SPACING MUST EXCEED SLAB SPACING 20' 3'-4" 6'-10" H n228'_7" ALLOWABLE FOOTNOTE: OR LESSER MUST BE USED �C'D ® COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY CONC. SLAB OR FOOTING C.7 r COL. TYPES D-2 =.032" SIDEPLATES, ON NOTE: i N�?..''94S aTl FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FOOTING SIZE Exp. FOOTNOTE: "SAMPLE" WHERE SLAB OCCURS, CUBED MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. G,I ` FIGURE INDICATES EXPOSURE B _FIGURE INDICATES EXPOSURE C TABLES Q FOOTNOTE: WHERE ONLY ONE E FIGURE SHOWN INDICATES EXP. B 8 C SEE ALTERNATE FOOTING SHT. 10 FOR ATTACHED &SHT. 24 FOR FREESTANDING ADDITIONAL � DRAWN BY: K.K.TOM CAMPBELL 8 ASSOCIATES, IN LATTICE MOST SPACINGTABLE LIV:LOAD = 10, 20 psf PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING HORIND= 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 25 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 7 1-2107 AND ATTACHED 90.1000 MPH 101A1 A57.7f1»1 FAX Atli -151Q mbc(nldnnb,m nnm REVISED BY: K.K. 8 D.P. 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP: B*&C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT FOR ATTAGHED PATIOS r OR 3"x8"BEAM } MINIMUM NO. OF POST 2 p Z m FREESTAND ATT. FREESTAND ATT. MAX.POST FREESTAND ATT. FREESTAND ATT. TYPED FOOTNOTE: 0 c) — g MAX.POST MAX.POST SPACING MAX.POST m POST TYPE t POST TYPE 2 m X Q SPACING MIN SPACING MIN MIN SPACING MIN EE a a z FTG. FTG. FTG. FTG. FTG. FTG. FTG. FTG. F- 2 (n O POST POST POST POST (IN.) TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 17'-0" 14'-4" 32 G 1719' 2 g 5 39 G 21 16'-4" 34 G 20 29'-11" 39 G 23 6• 2 2 2 2 5' 13'-7" 13'4„ 32 G 18 17'-216,-6" 34 G 22 14'-8" 34 G 20 26'-9" 39 G 24 7, 2 3 2 2 6' 11'-4" 12'-6" 32 G 19 15' 8" 34 G 22 13'-4" 34 G 21 24'-5" 39 G 24 a' 2 3 2 2 7' 9'-8" 11'-7" 29 G 19 14 6„ 34 G 23 12'-4" 34 G 21 22'-7" 39 G 25 9. 3 3 2 2 13-11" 8' 8'-6" 10'-10" 29 G 20 13'-7" 34 (� 24 11'-7" 30 G 22 21'-2" 39 G 26 10• 3 3 2 2 13'-0" 9' 7'-7" 10'-3" 29 G 20 12--19!"" 34 G 24 10'-10" 30 G 22 19'-11" 39 G 26 11. 3 4 2 2 12'-3" 10' 6'-9" 9'-8" 29 G 21 12'_2„ 34 G 24 10'-4" 30 G 23 18'-11" 39 G 27 12' 3 4 2 2 11'-8" 11 6'-2„ 9,_3„ 29 H 21 11, 7„ 30 H 25 9'-10" 30 H 23 18'-0" 34 H 27 13 4 4 2 3 12' 5'-8" 8'-10" 29 H 22 11'-1" 30 H 25 9'-5" 30 H 23 17'-3" 34 H 27 14' 4 5 2 3 10'-7" 13' 5'-2" 8'-6" 32 H 22 10,_8„10,-2" 34 H 25 9'-1" 34 H 24 16'-7" 34 H 28 15' 4 5 3 3 14' 4'-10" 8'-2" 32 H 22 34 H 26 g'_g" 34 H 24 16'-0". 34 H 28 16• 4 5 3 3 -10" 9'-11" 6 3 3 15' 4'-6" 7'-11" 32 H 23 9-,6„ 34 H 26 8�_5�� 34 H 24 15'-5" 34 H 28 ,r 5 16' 4'-3" 7'-8" 32 J 23 9-7 34 J 26 8'-2„ 34 J 24 14'-11" 34 J 29 18' 5 6 3 3 17' 4'-0" 7'-5" 32 J 23 9-4„' 11” 34 J 27 7'-10" 34 J 25 14'-6" 34 J 29 19, 5 6 3 3 18' T-9" 7,-3 , 32 J 24 9 1 34 J 27 7'-5„ 34 J 25 14'-1" 34 J 29 20' S 6 3 3 8'-8' 19' 38 J 24 8'-10" 39 J 27 7, 0„ 39 J 25 13.9„ 39 J 29 FOOTNOTE: 3'-7" 7'-0" 8'-5" HEADER AND OR MIN. NO. OF POST 20 38 24 8 7 39 27 _ -$" 39 J 25 13'-4" 39 J 30 REQUIRED SPACING MUST EXCEED 3'-4' 6'-10" J 8' 3„ ALLOWABLE SLAB SPACING _ OR LESSER MUST BE USED G+`/ �) (� �;� FOOTNOTE: NOTE: ONLY P14 A 11 l ` COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. LAB ORCOL. TYPES D-1 =.024" SIDEPLATES, USE ON CNC. SLAFOOTINGS FOOTING SHOWN REPRESENTS LENGTH OF Z ) EACH SIDE OF CUBED FOOTING WITHOUT SLAB. W (— Nf-1 ) �� g r' FOOTNOTE: "SAMPLE" WHERE SLAB OCCURS, CUBED FOOTING SIZE D[3 1 FIGURE INDICATES EXPOSURE B—J�]7 FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. p Ex * , ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES Cn o CUT nA FOR FREESTANDING if - DRAWN BY: K.K. TOM CAMPBELL 8 ASSOC �TTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 POST SPACING TABLE L FREESTANDING COMMERCIAL AND RESIDENTIAL STR7CA(951) 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, 7 -2107 AND ATTACHED 0. U NAND = 90. 100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 101a1 esz7ml Fnx enan ala=IoclnlAnnlnm rnm SHEET 26 OF 30 REVISED BY: K.K. 8 D.P. ., , ..