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11-0006 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&ht 4 4 Qum& BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 - - Date: 1/03/11 Application Number: 11-00000006 _ Owner: Property Address: ~`81720 IMPALA DR JOHN WISSINK APN: 764-270-999-76 -300232- 81720 IMPALA DRIVE Application description: PATIO. COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: MEDIUM HIGH DENSITY RES D n Application valuation: 9536 Lrti1 Contractor: Applicant: Architect or Engineer: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA crry OF I_A f j✓�I(•iJ �� BERMUDA DUNES, CA 92203 (760)574-1043 F���r�F�F'T. r/! Lic. No.: 449379 ----------------------------------------------------------------------------------------- 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 Professionah Code, and my License is in full force and effect. Lice a Class: C51 ce` r / Date: i ��I ontractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement- that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a'civil penalty of not mole 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 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.).., . 1 1 1 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 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 EXEMPT Policy Number EXEMPT �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' compensa ' n laws of California, and agree that, if I should become subject to the workers' compensatio rovisions of Section 3700 of the Labor Code, III forthwith co pl ith those provisi B a6 te: licant: 17 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS f$1 00,000). 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 a state laws relating to building construction, and hereby authorize representativ oft s county to enter up the above-mentioned prope inspection p o ate:ignature (Applicant or Agent): Application Number 11-00000006 Permit . . . . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 117.00 Plan Check Fee 76.05 Issue Date Valuation . . . . 9536 Expiration Date 7/02/11 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 717 S.F. ALUMAWOOD LATTICE SHADE STRUCTURE AT REAR OF RESIDENCE. 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .95 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 1.95 .00 .00 1.95 Grand Total 195.00 .00 .00 195.00 { LQPERMIT ' For Daryl Wolf. Our structural consultant has advised us to approve the current drawings this time only. Tom Campbell, the engineer of record said that he has delivered new drawings to Duralum (Daryl's supplier?). . Daryl needs to acquire the new drawings from his supplier and use them for all future submittals. t U GOLF COURSE DRIVEWAY W S Q Z Q o Q m ■ u ■0 4rA'-) ::) LL cr 00 z oCD CD CL© ©moo u- d 8172 IMPALA DRIVE PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE NORTH 1 ---------------, 38'-8" -;-� 5' UMP " BOND TO_POOL Pa r 0 OR O y o BAR B QUE O P 5'-9Z" 1 15'-5" I 6' 23'-3" GOLF COURSE 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 ticampbellacharter.net should you require additional information. C) F,1<3 Sincerely, No. 370 err XLS Em 3/3'1/11 4f� Tom Campbell, PE Site Information Owner's Name W 1'%'l IU V- -P Address City/Town ( 4— kth L. - state rat Vi Trilogy Trilogy at La Quinta Maintenance Association December 23, 2010 John& Mary Wissink Property Address: 81720 Impala Drive CONDITIONAL APPROVAL Dear Mn & Mrs. Wissink: We are pleased to inform you that your plans for an, attached patio cover, received on 12/17/2010, have been approved by the Design Review Committee per your submittal with the following condition(s): 1, 2, 3, S and 1.9 (see attached copy). This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any property other than that of the applicant. 'This approval is related solely to the items reserved for approval by the CC&R's in accordance with the Architectural Guidelines. The approval does not extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance -with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. Sincerely, rimittee Bhrry Ster f t, CCAM, CMCA, AMS Association Business Manager Enclosures cc: Board of Directors Design Review Committee Professionally Managed by Action Property Management, Inc. 60-750 Trilogy Parkway, La Quinta, CA 92253-7717 760-777-6059 800-400-2284 760-777-6097 fax www.actionlife.com Bin # City of La Quinta Building 9- Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Tracking Sheet Permit # Building Permit Application and/ Project Address: g/�]�L) IMPt4LH �!S, Owner's Name: �0l A/ lL> /SSS/Vp� Address: 9'1 72-z> / A. P. Number: City, ST, Zip: 4,q ` b ti7A- CA cl zzs-Jr Legal Description: Contractor: L U(iV 7-,PrP,�-7-/C) Telephone: %/ Address: %10 - l 3 3 Cl+ LL /ti �,,, r)L+bA Project Description: City, ST, Zip: /UD1 O CA- , qa O tAN Telephone: ? 6 9 - S 7 �{' / U �{ 3 - J`•T.� I% �% U %LCA T%�6 i q C1 -14� 3 7 City Lic. State Lic. # : 1 Arch., Engr., Designer: Address: City, ST, Zip: Construction Type: Occupancy: Telephone: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: R- S Ft.: #Stories: # Units: W I- q - 7 Name of Contact Person: If /r}- — 3`7 7 (p Estimated Value of Projec . • 3 Telephone # of Contact Person: APPLICANT: DO NOT WRITE BELOW THIS LINE TRACKING PERMIT FEES N Submittal Req'd Rec'd � Item Amount << Plan Check submitted Plan Sets Reviewed, ready for corrections Plan Check Deposit Structural Cates. Plan Check Balance Truss Cates. Called Contact Person Construction Energy Calcs. Plans picked up Mechanical Flood plain plan Plans resubmitted 2°' Review, ready for corrections/issue Electrical Grading plan Plumbing Subcontactor List Called Contact Person S.M.I. Plans picked up Grant Deed Grading H.O.A. Approval Plans resubmitted Developer Impact Fre "I Review, ready for corrections/issue IN HOUSE:- A.I.P.P. Planning Approval Called Contact Person Date o[ permit issue Pub. Wks. APpr School Fees Total Permit 1•ecs GENERAL NOTES: GOVERNING CODES: -- 1. THE DESIGN COMPLIES WITH THE 2006 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. BUILDING_CQ0E,-2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING AND OTHER STRUCTURES AND THE 2000 &2005 ALUMINUM MANUAL -ADM -1-00 &,1-05, RE JUL 15 2010 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 (HIP), 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 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 APPUCATiONS - 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. DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 REVISED BY! K.K. & D.P. R(1 7M&11f1 MPH (AIM Afi7_7M1 FAY Aftii-1fi1R calami A„ral„m mm RAFTER.ORSI TABLE FOR SIZE AND SPAGNGs-^'�'�~ MA%. PROD. SEE SCHEDULE MAX. O.H 2S% OF SPAN tiD• SEE SICHEi T OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHA�PATIO ERIMSE SHOWN. OPEN LATTICE -COVE 11111"Sc TYPE "E' rAT.TAMHFn1SIN RAFTER, SEE TABLE SEE FOR SIZE AND SPACING MAX. O.H. O.H 2515 OF SPAN HEIGHT OPEN LATTICE TYPES EbSt�NG BVQ p NOTE: MAY NOT LATTICE-TYPETHIS OPEN ENCLOSED STRU COVERED. SMAX.C SCHEDULE NG RAFTER. SEE TABLE \ FOR SIZE AND SPAGNO PLATES ] 12' SLAB ATT, MAY BE USED V PERMITTEO. SEE SCHEDULE FOOTING WHERE REQUIRED.,, SEE SCHED. FOR FOOTING NOTE: THIS OPEN LATTICE,TYPES R MAY NOT BEENCLOSED OR SWIGS STRUGTUC ;Z:A EIGHT LENGTH OF STRUCTURE VARIES \ T JUL 15 7010 T F�cT'a6 fOiN yEs CH COMPONENT IS INTER - BLE WITH ANY OTHER NT UNLESS OTHERWISE SHOWN. No.3U140 Ellin 11111 R HEIGHT MAX. PROD. SEE SCHEDULE BU�(O'NG up -POST WITH SIDE- fl'NIIIIIUNII PLATE' SEE TAIL 3 12' SLAB ATTACIOAENT MAY BE UE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REOUIRED, FOOTING CUBE SIZE LATTICERSTRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE .l MAY NOT BE ENCLOSED OR COVERED. LENGTH OF STRUCTURE VARIES DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. UVE LOAD = OER SYSTEM AS MFG. BY: DATE: SI05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 paf, INC. G 6CALE: NONE REVISED BV• K.K. 8 D.P RANCHO CUCAMO CA ) WGA' (951 741-2107 STRUCTURES IUI ALPINE AVE., SACRAMENTO,CA 85826 16 90.1006 110 MPHA.AL a......t FAY ARi1F1A =a.wan,,.u,m mm SHEET 3 OF 30 O OST CROSSSECTI SEE POST DETAI LENGTH OF STRUCTURE VARIES S c�T ypq 1e(F�NG F POST CR SSSECTIO , Qq SFFT SEE POST DET L NOTE: EACH COMPONENT IS INTER- POS MAY BE SED 9B ACiN (F CHANGEABLE WITH ANY OTHER sFF T , CONSTRAIN O SLAB COMPONTENT UNLESS OTHERWISE SHOWN. T�(F ' FO V- MAY E USED - SCHEDULE NOTE: EACH COMPONENT IS INTER- Oos TO CONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFT SpgC sc07ouLE EE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. �ZF N SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WERE REQUIREDSEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPF "H" FRFF.qTAKInl KIf-_ full 11 TICOAKI I TTIY`C OTm1 V TI Loc DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. UVE LOAD = OER SYSTEM AS MFG. BY: DATE: SI05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 paf, INC. - _ 6CALE: NONE REVISED BV• K.K. 8 D.P RANCHO CUCAMO CA ) WGA' (951 741-2107 STRUCTURES ]DURALUOUV31RODUCTS HORIZ. WIND =269 ALPINE AVE., SACRAMENTO,CA 85826 90.1006 110 MPHA.AL a......t FAY ARi1F1A =a.wan,,.u,m mm SHEET 3 OF 30 SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ANpS Ty OFSTR ROOF PANEL TyEPROy (NOTBet UC�REVgIZ SEE SCHEDULE FOR SPANSECT lON F NC( SIV EIV O. SPAN 'O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE -� ST OPTIONAL: CANTILEVER SO. POSTS, SIZE VARIES SEE SCHAC/NG SEE SCHEDULE FOR EOU(ES POST SPACING 3 1/2" SLAB ATTACHMENT Oy, MAY BE USED WHERE ALTERNATE: z59%6 OF PERMITTED. SINGLE POST SPAN SEE SCHEDULE SEE SCHEDULE MAX. HT.- 12' \ I NOTE: NO SPLICE AT THIS f FOOTING WHERE REQUIRED -/ POST AND A END BAYS. SEE SCHEDULE FOR FOOTING CUBE SIZE yQ NOTE: EACH COMPONENT IS I i 1 CHANGEABLE WITH ANY OTHER L COMPONTENT UNLESS OTHERWI () T/Ar ll All ATTA/'<1 Irf1 111►I/YI r e-<e�w.. •w..�w.,�-., �. ..—.� ALUMINUM ry OF STRUC ROOF PANEL O.H �RE V,, SEE SCHEDULE FOR SPANS (MAY NOT O. SP BE ENCC OSEp ) "O.H." NOT TO EXCEED 25% OF SPAN _ ATTACHMENT CHANNEL C ALUMINUM SEE DETAILS AIVp SH y OF STRU ES ROOF PANEL MIN. 0.25' SLOPE PER FT. TyEPRaECTOT BEC7U EVAR SEE FOR SPANS ON IF ENC( H AI O. "O.H." NOT TO EXCEED 25% OF SPAN )o SEE DETAIL FOR SPLICE -� -� v PATIO COVER SYSTEM AS MFG. BY: POST OPTIONAL: CANTILEVER B SEE DETAIL FOR SPLICE SP SEEsc;f SE PSOCHEULE SQ. POSTS, SIZE VARIES C C S SQ. POSTS. SIZE VARIES p C 3 SDPACINGR i SEP�ST SPACINGR HORIZ. WIND = Gy E f 3 1/2" SLAB ATTACHMENT 75y N MAY BE USED WHERE ALTERNATE: OF SP PERMITTED. SINGLE POST AN MAY BE USED SSCHEDULE SEE SCHEDULE SP kTO FOOTING. SEE SEE SCHEDULE SCHEDULE MAX. HT.= = 12' TO CONSTRAIN FOOTING, SEE SCHEDULENO T E 0/�/ I NOTE. O SPLICE AT THIS co AIp ; i POST AND AT END BAY D AT END BAYS. 1 f G WHERE REQUIRED / EDULE FOR FOOTING CUBE SIZE F' z NOTE: EACH COMPONENT IS INTER - 3r 7 m JUL 15 2010 CHANGEABLE WITH ANY OTHER 313 111 r 1111 ATMA, . I-- .., .1 COMPONTENT UNLESS OTHERWISE SHOWN. ALUMINUMIH p ROOF PANEL MIN. 0.25' SLOPE PER FT. O.H F STRUCTURE V� SEE SCHEDULE FOR SPANS (MAYNO O.H � TBEENCCOSEp) "O.H." NOT TO EXCEED 25% S OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: K.K. -� uVE LOAD - PATIO COVER SYSTEM AS MFG. BY: POSTSP SEESCNEAO OPTIONAL: CANT EVER BEAM SEEPOST SCHEDULE FOR SEE DETAIL FOR SPLICE SP SOLID PANEL OPTI NAL: CANT LE SQ. POSTS, SIZE VARIES C C S = SO. POSTS, SIZE VARIES SCALE: NONE REVISED BY: K.K. a D.P. RANCHO CUCAMONGA, CA (951) 701-2107 SEP�ST SPACINGR HORIZ. WIND = 269 ALPINE AVE., SACRAMENTO, CA 95826 [PirlA.59.7n7l SHEET 2 OF 30 3 1/2" SLAB MAY BE USED ALTERNATE: O y' �5j 3 1/2" SLAB JALTERNATE.. O•y, ?5%OF CONSTRAIN SINGLE POST OF SP AN MAY BE USED SP kTO FOOTING. SEE SEE SCHEDULE SCHEDULE iv NOTEO SPLICE AT TO CONSTRAIN FOOTING, SEE SCHEDULENO T E '40 SPLICE IS DAT END BAYSIS OST D AT END BAYS. FOOTING WHERE REQUIRED __/ V FOOTING WHERE REQUIRED .-/ C1-_ SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE 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 IIC" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILFVFR OPTInN DRAWN BY: K.K. TOM CAMPBELL 6 ASSOCIATES, INC. uVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE: 510S0009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 PSI DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. a D.P. RANCHO CUCAMONGA, CA (951) 701-2107 STRUCTURES HORIZ. WIND = 269 ALPINE AVE., SACRAMENTO, CA 95826 [PirlA.59.7n7l SHEET 2 OF 30 90. 1006 110 MPH FAY ann-157" RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 6.5", f L 6.5" r MAK 2" 024' 1 / — 032' !! .042' 024" I ALUM. ALLOY 3004-H36 II1 OR EQUAL 1 ALUM. ALLOY 3004-H36 't -BELOW OR EQUAL ',2 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER L.L.= "T' m c� �90, 100 8 110 MPHr L.L.= "T' m 8 90, 100 & 110 MPH (PSF) (IN.) uCi o (EXPOSURE B & C� (PSF) (IN.) N o EXPOSURE B 8 C 16" 14'-11" .024 16 .024 24" 12'-2„ 10 24" 17'-2,. --^� –f 16" 20'-1„ 16„ 28,-5„ 10 .032 .032 24i" 16'-5" 24„ 23'-3" 16" 24'-10" -- 16" 15'-3" .042 24„ .024 20'-3" J U L 15 1010 20 24" 1 12'-5" 16" 10'-10" _ 16" 20'-T' oza 24" a' -1o" 'QPpFES$�ON o3z 24„ 16-10" 16" 14'-7,. ' 16" 20 .032 .024 24" 11--11„ �� 2 30 24" 11'-2" 16" 18'-0" f Z 16„ 1818" 042 24" 14 8„ W N0.379Q m .032 15,4„ Exp.3131111 24" 30 .024 16" ,24" .032 16" 13'-1" 24" 10'-8„ 042 16" 24" 13'-2" 90/100/110 MPH EXPOSURE B & C 1L I .042" ALUM. ALLOY 3004-H36 OR EQUAL SEE NOTE BELOW 6 1 7 8 9 10 11 12 ?: c m uC, o 3 x 8" RAFTER L.L.= (PSF) T' (IN.) 90 & 100 MPH 110 MPH EXP. B & C EXP. B EXP.0 7 7 .042 16" 28'-5" 28'-5" 27'-8" 24" 23'-2" 23'-2" 22•-6" 10 10 10 11 11 12 12 13 13 1 14 4' — — — 9 9 10 1 10 1 11 11 12 12 13 13 14 14 1 15 .042 16" 20.-0„ 20,-0" 20,-5„ 24" 16'-9" 16'-9" 16'-9" 20 .042 16" 18,.5„ 18,-0„ 18,-0„ 24" 15'-1" 15'-1" 30 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. PROJECTION SPAN O.H. h TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN ♦ O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 1 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 1 14 4' — — — 9 9 10 1 10 1 11 11 12 12 13 13 14 14 1 15 5' — — — — — 11 1 11 1 12 12 13 13 14 1 14 15 15 1 16 PROJECTION SPAN O.H. h TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN ♦ O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK 'TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 psl DURALUM PRODUCTS, INC. l(QlA14.R?.7n?i SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY• K.K. 6 O.P. 90. 100 6 110 MPH FAX AMU1510 awlwmAm..wu.m �nm SHEET 7 OF 30 PANELFASTENERS 24" 24" TRI --"V" PAN 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. 12" x 3 1/2" 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 #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 90/100/110 MPH JUL 151010 s EXPOSURE B & C LL.= 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. #14 S.M.S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. A O.P 90. 100 6 110 MPH MAI 457.707FAX dn,-isiP awlwalAidurnp�m m... SHEET 6 OF1 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36SEE TABLE 1.50" WALL FASTENERS 1.50 .060 1 '' '' II #14 SMS @ PANEL LOCKS OR 08 SMS AT EA. CONTACT 'O 0 0 .563" N l7 .281" tO � � WALL FASTENERS FALUM.ALLOY 63-T6 .060" 1.75' A B ROLLFORMED HANGER EXTRUDED HANGER CHA EL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. ALUM. PANEL 2x OR 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION .25"R ROOF PANEL CONTINUOUS A- RAIL 3 (WHERE OCCURS) SEE TABLE o ALUM.ALLOY O a 6063-T6 LL=20 014 SMS EA. CONTACT L Y '4L 6D63 @ 0 -T6 BorC BorD BorD E E E J J K 110 WALL CONNECTION 1O I.R. HANGER 2.740" T=.060" J III IN WALL FASTENERS 0 SEE TABLE o AT WOOD STUD AT MASONRY (SOLID -GROUTED O a � LL=20 LL=10 I LL=20 APPROVED 3" OR 4" nAj I INSUL ROOF PANEL 0 100 BorC BorD 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 I LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 ABorD 8orD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD E E E J J K 24" O.C. DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) wo 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 wo B=3/8"O x 1 1/2" @ 8" O.C. 'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE zz H Q C=7/16"O x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 W cowc}L D=7/16"O x 1 1/2" @ 12" O.C. 24" O.C. 1aiv�1- E=3/8"0 x 4" @ EACH STUD 25'-0" 16,_9„ F=7/16"O x 4" @ EACH STUD EXIST. RAFTER 0 ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 PROTECTION METAL FLASHING CAUCK JOINtS AND SLOPE TO DRAIN 2' x 4"1'-6" FULL OR 2" x 4„ FULL 16" O.C. W BELOW RAFTER WI 16,_8„ 13,_10" 9'-3" DECK/RAFTER SPAN TABLE 2'„0" 11'-8" 8'-8" 5'-10" 6269 ALPINE AVE., SACRAMENTO, CA 95626 24" O.C. 1'-6" 10.81, 8'-3" 5'-6" 2,-0„ 71-01, 4,-0„ T -O" \ 2ab OR 2xB LEDGER 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„ �I 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"04" 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 '10# L.0 11/2nwnnN I —{#14 SMS T&B -}---1.880"-4- AT 12" O.C. VVGFESS�pb QSPS I. CgdjIS CO F N0.37,948 r- m p3hi UL 151010 1 SMS EA. SIDE t14 -SMS EA. SIDE 13/4' I I 2" x 6 1/2" OR 1 5" IN. 3"x B" ALUM. 1 RAFTER I "CRL1/2"____ KZ� \ EXISTING WOOD STUD FRAMING 2 EACH 1/4"0 x 3-12" LAG SCRE% 2 EACH 7/16"0 x 3-12" LAG SCRE 2=MIN. PENETRATION INTO XISTING-WO.00 STUD) -j— f-'iRAFTER TO i- CWAL`L CONNECTION ,AND 30 psf B" 0 3/16 STEEL 0 0 1/4"0 HOLES,TYP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET NOTE: PROVIDE WATER 81)'A O PROTECTION METAL FLASHING CAUCK JOINtS AND SLOPE TO DRAIN TYPICAL BRACKET AT EVERY 2x 1 1/4" W BELOW RAFTER WI FOR SPAN SEE ALLOWABLE , RANCHO CUCAMONGA, CA (951) 741-2107 DECK/RAFTER SPAN TABLE HORIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SEAVEENOTH "L„ \ \ 2ab OR 2xB LEDGER 90, 100 6 110 MPH tPirl ace -7n71 FAY dn.'L75tA aal"aIR,A,m,l„m "gym R` RAFTER (3}# x3112 W.S.}#14x13/4" - PATIO COVER I DRAWN BY: KK NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. PATIO COVER SYSTEM AS MFG. BY: SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET DATE: 5105/2009COMMERCIAL MAY BE MOUNTED BRACKET CONNECTION 0 10, 20 d 30 psf DURALUM PRODUCTS, INC. W BELOW RAFTER WI DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 d 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY' K.K. d D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 8 OF 30 90, 100 6 110 MPH tPirl ace -7n71 FAY dn.'L75tA aal"aIR,A,m,l„m "gym COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS .�17-�—�— 1 = L -3: _ - I 2 I� 3.090, SQ. �"" �J 3.00" SQ. 3.00"SQ. .024— --Z -, #10 SMS j - I N PG =3" Q.xt=.188" 1032" " @24"O.C. .41.00' �FAiSIDE / H =3"SQ.xY-.250'rz I) 6:5"" 3,. C 075 J=4"SQ.xt=.188II -ALUM. 14"R f K=5"SQ.xt=.188" Typ .040" ALUM. .048"STEEL/ Ot 28" O O 3.0" 4.0" OR 5.0" B 5/8" PLAS„C'PLUG E 3” SQ. ALUM. POST 1�,�3 S : A OS MAG POST SQUARE ALUM. ALLOY 3004-H36 WITH°SIDE PLATES D . A O_ _3004- 36 "SQ. ALUM. POST STEEL POST _ _JU 152010 LUM. ALLOY 3004_H3fi O 1``TM-A65 STEEL POST ASTM A36 GRADE 40 / ALUM. ALLOY 6063-T6 /SQA FESS/pN ALUM. ALLOY 3:00"'OR� z o" 6063-T5 2.40" S /�Q �P �A� �Z� 1.375"'' q7/16"OHOLE .56" 2 FLANGES 0 �� � Z r z o .75.. 2 1I8"APART ~ IV0.37948 0 ASTM GRADE 36 STEEL 1.125 2.5" E:(p.3131111 * o .75" .75" BASE FLARES 157 TO 3"WIDE EA. 1.60" TYP _ __ _ SIDE OF FLANGES 1.5 + INSTALL WASH. PLATE 090„ TMP f POST ONLY 5.50" 1% x 5/16" x 534• WHEN USING (L1-7/16"0 HOLE IN 110 MPH VIAND AREA 2- 5/16"0 HOLES gTYPBEA�SIDE \x.090" BRACKET FOR 3" POSTS ALUM �'T"'BRACKET---j STEEL "T" BRACKET 5 �- ---�� T=.060" TYP. . - �3 -3/8" LAG SCREWS OR 6„ 4;-1/4" LAG SCREWS 2 1/8" 2 1/8" T� J (2.5" PENE. INTO EA. STUD 7/8„ @ 3" BRACKET SQ. POST W/ 1, (2)-#12 SMS EA. 3" SQ. ALUM POST 3 --o SIDE OF POST OR g•• / 1' 2" 1/4" M.B. THROUGH X� I POST 3" 7 GA. PL. (.18'7 1 11/16" 0 ROD 3/16" 1/6" 2 1040 STL. 1 STEEL PARTS PAINTED 20' RUST-O-LEUM" OR EQUAL 2 12'x 2112' 3' 3' OR HOT DIPPED GALVANIZED 0)-11/4.0 M.B. % 7 GA STL OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. — 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 9'kTEi6"x7LATE " GA. SEL P 3" x 8" ALUM. HEADER SINGLE PASS WELDED " H' NOTE: ASTM A36 BRACKET _ SOIL ANCHOR MAY BE USED WITH STEEL PARTS PAINTED 3 SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER BRACKET ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED � STEEL FOOTINGS AND SOIL ANCHOR TO BE SINGLE PASS WELDED (Al USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. orc�l r�� WELDED iw,no� vv'ar„Vlrvu. — --� `1 DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10, 20 d 30 psl DURALUM PRODUCTS, INC. lfQlAl SCALE: NONE REVISED BY• K.K, b O.P. RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 C,6=-6 90. 100& 110 MPH 457.7n71 GAY AM.151G --0' m,,. SHEET 9 OF 30 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM."RACKET USE WITH ,�+'•'•- � - .A POST TYPE B,C,D, OR E. �i _ _,,,,STEEL POST ONLY: "T" BRACKET STEEL"T'BRACKET USE WITH , USE POST TYPE (3 5/8"0 BOLTS 3"SQ. POST W/ POST TYPE B.C.D,E,F,G.H.J OR K I , + �f,' G; H, J OR K MOR POST TYPE J 3"SQ.POST ® 3'SO.POST ALUM.'T"BRACKET: (2)-#12 SMS EA. USE (2)-3!8"0 HILTI KWIK BOLTS OR EQUAL 2 1/2"0 BOLTS 1 SIDE OF POST OR 12 DEPTH OF I i () IS 16"INSERT 1/4" M.B. THROUGH STEEL.'rBRACKET: I I FOR ALL OTHER USE (2}3/8'ta HILTI KWIK FOOTING OR I X.18 8" I POST SEE NOTES BELOW BOLTS OR EOUAL Al 12' MIN. EMBD.' I I CONDITIONS 4 5' ASTM A3, (2)-3/8"0 HILTI "KWIK"' (2' MIN. EMBEDMENT DEPTH FOR KWIK BOLTS I I STEEL BOLTS, OR EQUAL, EACH �; I I r . T.O.C. 1 BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 2-1/2" SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. , EXISTING SLAB 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" SQ. 39' 42" 64" SQ. 41" 44" 69" SQ. 43" CUBE FOOTING W/ 3 12- SLAB SIZE - G ..... — .....—. a. e c POURED CONCRETE FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' 8 24" CUBE (2)•1/2"0 31/4" 25' - 30' CUBE (4)•12"0 31/4" 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 4 314" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: W I o :S. •• 3 y 0. 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" X 0' -SK" AT STEEL "T" BRACKET. 3. POST TYPE F DO NOT USE STEEL "T' JUL15 2010 BRACKETW/7" I -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I 3/16" V 3- SQ. POST (STL.) \ OR FLUTED OR 4- SQ. POST (STL.) INSERT— PL.5/8'THK. i 1 112" i 1 1/2" WELDED STEEL BASE PLATE 1 l BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SO. x 5/8' B, C, D, F, G. 8 H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 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) L; DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE:09 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 20 d 30 psl DURALUM PRODUCTS, INC. SCALE:: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY, K.K. 8 D.P. 90. 100 6 110 MPH fQlA% 457-7n71 FAX en:i151A SHEET 10 OF 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 SPLICE WHERE 1 .0 " _ OCCURS OCCURS cD 7' 2.57" 2.19" 2.08" —j- ;293"' 2.04' oss" TYP. � 4.s" 4.6" 2.04" .065' TVP. 1.075" v. .. �14 n 1 1 P -.=L 4.0000' .038" R.F. GUTTER FASCIA—ALUM. ALLOY 3004-H36 O 6.5" ROLLFORMED 2.7" ALUM. ALLOY 6063—T6 B O ALUM. ALLOY 6063—T6 O ALUM. ALLOY 6063—T6C O ASTM A653 GRADE 40 C 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAMO a° L 3`1 3.0" SPLICE 1 WHERE 4" SPLICE WHERE OCCURS 6.5' 2"rT - � -1 .024" I 3" . jam' MAX. � 2" 65" .042" 070" OCCURS TYP. .110° TYP. —� f— .032" .042" y f--- .032" 8.0 " ALUM. ALLOY ALUM. ALLOY 6063-T6 O 6063-T6 O ALUM. ALLOY 3004-H36 OR EO UAL J ALUM. ALLOY 3004 H36 OR EQUAL 1 J ALUM. ALLOY 3004-H36 OR EQUAL 4" [-BEAM 7" I -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3x8BEAM O �/ X3.0" .-' ` ,�• ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS L_ �__ 3 r MAX. 3" i B" 625" 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM ---.042" i ! 8" X42" T-14 GA. 7.875" ASTM A653 GRADE 50 7" I -BEP%;:,- 3 1/4" x 12 GA. STEEL C -BEAM OFESsy �(A LJUL 1 1010 ALUM. 3004-H36 ALUM. ALLOY 3004-H36 625 ~ N0.37948 OR EQUAL� ^ OR EQUAL �O j O II 2.875" O 3 -x -8 -BEAM W/ STL. INSERT ) DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL INSERT CAL DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. DATE' 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE BEAM TYPES LIVE LOADV PA70 COVER SYSTEM AS MFG. BY: 10, 20 A 30 psl DURALUM PRODUCTS, INC. REVISED BY• K.K. 6 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 11 OF 30 90. 100 8 110 MPH ca1F1 'Al "-'I FAY ann_151" .nl.ertnn,"nu... ten,.. BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD ) 3"X 8" x.042" BEAM, 3" SQ. STEEL OR \)414 S.M.S. EA. SIDE (4) -TOT. MAG BEAM. #14 S.M.S. TOP & BOTT. (2) -TOT. 2arEA. x 12• S.M.S. EACH SIDE OF 3• #14 x 1/2" S.M.S. TOP OST (4 -TOTAL) NATE: 1/4"0 BOLT W/ WASHER & BOTT. (2) -TOT. 1 1/4" DE OF 3• SQ. POST5 ROOF PANEL a• 6 1/ + 1.10" ROLLFORMED OR .75 I O 1 EXTRUDED GUTTER + % �'S0 (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X 2.35' 3• SQ. POST TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C. 2• 1" . 6 1 /2'W"x 024"RAFTER 2414 x 1/2' S.M.S. EACH SIDE OF 3• SQ. POST (4-TOTAL) 1/4'0 BOLT W/ WASHER EA. SIDE OF 3• SQ. POST a.uir 3• SQ. POST OR .240' GUTTER FASCIA MAG BEAM 3" SQ. POST 3"SQ. STL. BEAM I. L= 8 z 2 "SMS.21/2 OR 3 1/2". TYF X 3" ALUM. OR STEEL POST H - BRACKET TO POST 13 ALUM. ALLOY 3003-H24 ALUMrALLON E 1.50" .28" 3.I 2" . 2.I 28" 1.501'~ L �- Ll 2" 2"x3" LATTICE TUBEP1 11/2" SQ. OR P2 t2"�L`ATTI C E'TU B E --a `JUL 1 2010 1`1/2" OR 2" SQ. OR 2"x3" LATTICE I @ 3"0 .C. MIN. UP TO 7"O.C. MAX. —RAFTER [OTTI"CE-TUBETO RAFTER" - ; jE r NG.3794$ r ; RAFTER "TAIL" TO GUTTER 15 +R_T.1? F0R,3x 1� t = A II .040' 3004-H36 ALUM. (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER 1/ 2" MIN. _ O 4 x 3/4" TEK SCREWS OR (6)-#10;x3%4" TEK SCREWS CKET TO,BEAM"•fr' "U�ACKET = RAFTER'TO B 18 DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 51052008 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 20 6 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED By, K.K. 6 O.P RANCHO CUCAMONGA. CA (851) 741-2107 ATTACHMENT HORIZ WIND = 8268 ALPINE AVE., SACRAMENTO, CA 85826 I 80. 100 d 110 MPH /a1F1 a57.7n71 FAX eM_tE1a anlwewM,mh,m mm SHEET 13 OF 30 SPLICE DETAILS 11 1BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT � I I S.M.S (8 TOT. . 11 #12 S.M.S. Is Np THICKNESS =.035 (24 TOT 11 „ TYP. THICKNI�SS =.035- 6.38" .035"6.38" II + jj + +j IL-1 t+ t t t t tt 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 CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHOCCUE S 4" — .070" TYP. ALUM.ALLOY 6063-T6 4 I -BEAM (2)110 S.M.S.. EA. VALLEY,TY I -BEAM ALUM ALLOY (6061-T6) ALTERNATE STL. C -BEAM NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SQ. POST,CONNECT WEB TO POST W/(2)-1/2"0 THRU-BOLTS L 15 10 SQ. POST' �Q�CF� SIN` BEAM TO POST CONN. 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 Occul ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT C SP1 ICF No. 37948 i p.3131111 #12 METAL BACKED, �Q NEOPRENE WASHERED TEK SCREWS @ 8-O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "1" 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 — —"I ALTERNATE BEAM TO POST CONN. DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10. 20 8 30 pst DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY K.K, b D.P RANCHO CUCAMONGA. CA 951 741-2107 ( 1 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 9 110 MPH 191x1 eF).7m1 cox 4n.Lu1a •alwwnlydrrmlrrm rnm SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTIO PLAN 2 ALTERNATE: 4-#14 S.M.S. EACH RAFTER TO COL. -- CONNECT. (8 -TOT.) 6- 3"x 3"STL.POST (24")1 0 1 ALTERNATE: INSERT ATTACHED OR I (2)-2x6.5" OR 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER FOR FREESTANDING 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 9 #8 S.M.S. EACH SIDE ` r- 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 COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 24.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. ZQ LATTICE BEAM TO POST CONNECTION /BEAM SPLICE.TO LIVE LOAD = OCCUR'DIRECTLY OVER-.. 5/V' O PLASTIC I; POST: NOT PERMITTED--Z::-Z,7,-PLUGHERE WSCREW-IS --(g--(g2-POST 6 SCREWS�I UNITS INSI PER -SIDE'' ; I , . #14 SMS MAY DURALUM PRODUCTS, INC. BE USE AS _ 3.5" CONNECTIONS 3.5" ALTERNATE TO 8269 ALPINE AVE., SACRAMENTO, CA 95826 3.5" REVISED BY, K.K. d O.P 3.5" 1/4"0 BOLTS 90. 100 8 110 MPH (01M aB7.7n71 FAY 4nCL1FIP anh UAA�nvl�m. rnm .5 I 5 8" BEAM F1 OR f2 I 5414 SMS EA.§IDE I I I #14 i 6 1/2" SIDEPLATE EA. SIDE SEE POST SMS EA. SIDE I SCHED.� TOR,MID,HEIGHT AND BOTTOM. 3"SQ. POST BETWEENSIDE PLATES EBEB AAII�TO�P_OST CONNECTION-� POST SCHEDULE 3" SQ. x.032" + (2)-2" x 6 1/2" x W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY EXIST. SHEATHING J J i 3" SQ. x.032" + (2)-2" x 6 1/2" x.032 L2 W/ (6)-#14 S.M.S. EACH SIDE. U_ SE ON_C_ONC:,SL-AB,OR-FOOTING 2"x6~ LEDGER (NEW OR EXIST.) f' _ - _ (2) 3/8" LAG SCREW 1E" STUCCO OR EQUAL PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 8 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 CONNECTIONS HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY, K.K. d O.P 90. 100 8 110 MPH (01M aB7.7n71 FAY 4nCL1FIP anh UAA�nvl�m. rnm SHEET 14 OF 30 UIF L.L. yU MFH rrctt5 i ANUINC3 & A I I ACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOCIATES, INC. SOLID 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3" SQ. STEEL BEAM FII-- Z) o H MAX.COL. SPACING ON SLAB MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHEDFREESTAND MAX.POST ATTACHED SPACING FTG. MIN. FTG MIN. POST ' POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN. MIN. POST TYPE FTG ' ( IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG ' (IN.) MIN POS TYP 4' 17'-0" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 13'-10" 32 F 19 B 12'-7" 32 F 19 B 13'-7" 32 F 21 B 5' 13'-7" 12'-4" 32 F 20 B 16'4" 32 G 22 B 12'-5" 32 F I 20 B 11'-8" 29 F 20 B 12'-2" 32 F 21 B 6' 11'-4" 11'-3" 29 F 21 B 14'-11" 32 G 22 B 11'-4" 29 F 21 B 10'-10" 29 F 21 B 11'-1" 29 F 22 B 7' 9'-8" 10'-5" 29 G 21 B 13'-10" 32 G 23 B 10'-6" 29 G 21 B 10'-0" 29 G 21 B 10'-3" 29 G 23 B 8' 8'-6" 9'-9" 29 G 22 B 12'-11" 32 G 24 B 9'-10" 29 G 22 B 9'-4" 29 G 22 B 9'-7" 29 G 23 B 9' 7'-7" 9'-2" 29 G 22 B 12'-2" 32 G 24 B 9'-3" 29 G 22 B 8'-10" 29 G 22 B 9'-1" 29 G 24 B 10' 6'-9" 8'-9" 29 G 22 B 11'-7" 29 G 24 B 8'-9" 29 G 22 B 8'-5" 29 G 22 B 8'-7" 29 G 24 B 11' 6-2" 8--4., 29 G 23 B 11'-0" 29 G 25 B 8'-4" 29 G 23 B 8'-0" 29 G 23 B 8'-2" 29 G 25 B 12' 5'-8" 10'-6" 29 G 25 B 7'-8" 29 G 23 B 7'-10" 29 G 25 B 13' 5'-2" 10.-2" 32 H 25 B 7'-4" 32 H 23 B 7'-6" 32 H 25 B 14' 4'-10" 9'4" 32 H 26 B 7'-1" 32 H 24 B 7'-3" 32 H 26 B 15' 4'-6" 9'-5" 32 H 26 B JUL 11, 5 WO 6'-10" 32 H 24 B 7'-0" 32 H 26 B 16' 4'-3" 9'-2" 32 H 26 BESS/ 6'_8,. 32 H 24 B 6'-10" 32 H 26 B 17' 4'4" 8'-10" 32 H 27Cq B Q� Q5 l A �_ 6'-5" 32 H 24 B �_ „ 6--T 32 H 26 B 18' 3'-9" 8'-7" 32 H +27B r nz1 6'-3" 32 H 25 B 6'-5" 32 H 27 B 19' 3'-7" 8'-5" 38 H 313111 6'-1" 38 H 25 B 6'-3" 38 H 27 B 20' 3-4„ 8'-2" 38 H 27 B �" nQ� 5'-11" 38 H 25 B 6'-1" 38 1 H 27 B POST F MAX HT.= B' FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" V FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLABB 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 DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: DATE:: NONE SCALE: NONE I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 6 30 sl P DURALUM PRODUCTS, INC. REVISED BY: K.K. & O.P. RANCHO CUCAMONGA. CA (851) 741-2107 AND ATTACHED HORIZ. WIND - 8289 ALPINE AVE., SACRAMENTO, CA 95828E a ..ou 90.100 6 110 MPH f01a1 A57-7no1 FAX AMM519 ..u.mro,..u,". arm SHEET 15 OF 30 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMwIINSERT Y BL. 3"X8"X.042"BEAM OR 3"X8"BEAM ; MINIMUM NO. OF POST ¢x pc�m 7 o U g MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX -POST FREESTAND ATT. FREESTAND q F F TYPE O FOOTNOTE: ' MAX.P,OST m ¢ N SPACING SPACING SPACING Yrs S m 0 a Z FTG. MIN. POSTFTG. FTG. MIN FTGPOST. FTG. POST FTG SPACING FTG. MIN.POSFTG. L POST TYPE 1 POST TYPE 2 2tn0 (IN.) TYPE (IN-) (IN.) TYPE (IN.) (IN.) ITYPE (IN.)' (IN.) TYPE (IN.) FEBXP. EXP. C EXP. B EXP. C 17'-0" 141-4" 32 G 16 19'-2" 38 G 20 16'-4" 32 G 20 29'-11" 38 G 21 6• 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 15'4" 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 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' 7'-7" 10'-3" 29 G 19 12'-10" 32 G 22 29 G 22 19'-11" 38 G 24 3 3 2 2 119 � 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 1s 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" 3224 ' H 15'-5' 32 H 27 17 4 5 2 3 16' 4.4'-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 19' 4 5 3 3 18' 3'-9" T-3" 32 H 22 9'-1" 32 H 25 7�_8�� 32 H 25 14'-1" 32 H 27 20' 4 5 3 3 19 3'_7 7'-0" 38 H 22 8'-10" 38 H 25 7'-6„ 38 H 25 13'-9" 38 H 28 FOOTNOTE:' 20' 3'-4° 6'-10" 38 H 22 8'-]" 38 26 ]���� 38 H 26 13,x., 38 H 28 REQUIRR AND OR MIN. NO. OF POST ED ED SPACING MUST EXCEED IvirALLOWABLE SLAB SPACING QQ�O q� JUL 151010 !VQ CJ`• LAOR LESSER MUST BE USEDMA Fy FOOTNOTE:' Q` B COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY FOOTING SHOWN REPRESENTS LENGTH OF NOTE: QQ� 2 COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING EACH SIDE OF CUBED FOOTING WITHOUT SLAB. r o.37�g r m WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. 111 * FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B SEE ALTERNATE FOOTING TABLES ..� FIG' URE INDICATES'EXPOSURE C �L Q� L � r SHT. 10 FOR ATTACHED & SHT.24 FOR FREESTANDING a ADDITIONAL.F,OOTNOTE:IWHE ERER ONLY -ONE FIGURE SHOWN INDICATFS-FXP, AR r DRAWN BY: K.K. -v TOM CAMPS 8 SSOA ES, INC. IATTICE-. ..,ate ---• LIVE LOAD m PATIO COVER SYSTEM AS MFG. 8Y: DATE: 5/05/2008 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 00 pal DURALUM PRODUCTS, INC. REVISED BY: KK.6 D.P. RANCHO CUCAMONGq CA (851) 701-2107 AND ATTACHED HORIZ. WIND 90.100 8268 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 25 OF 30 d 110 MPH fP1F1 dig -7"91 Fox am-1Sta �nMwlTi Ai�rn6,m rnm 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( >_T' 90 MPH I -BEAM 110 MPH WIDTH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED MAX.POST SHEET 24 OF Qi I-- 1- O o m �$ Jim 0 Z L> — g v1n FREESTAND ATTACHED x Q CL Z muO SPACING SPACING FOR DBL. FOR 3 x 6 SPACING FTG. MIN• FTG MIN. FTGPOST. MIN. POST FTG MIN. POST FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN-) TYPE 2x6.5x.032 BEAM (IN.) TYPE (IN.) TYPE (IN.) ST POPE (IN.) POS TYP a' 6'-2" 20'-11" 41 J 24 F 13'-11" 32 J 22 B 9'-10" 9'-10" 32 J z0 B 19'-0" J 24 C/ 1� 3s s- 4'-10" 41 J 25 F 12'-5" 32 J 23 B 8'-10" 8'-9" 32 J 20 B17-0 36 J /25 C/ 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" 7- T-6" 15'-10" 36 J 26 F 10'-6" 28 J 24 B 7'-5" 7'-5" 29 J 22 B 14'-43 36 J 26 C/ -7" 6 T-1" 14'-10" 36 J 27 F 9'-10" 28 J 24 B 7'-0" 6'-11" 29 J 22 B 13.'5.. 36 J �7 E/ 9. 14'4" 36 J 27 F 9'4" 28 J 25 B 6'-7" 6'-7" 32 J 23 B 36 J �7 E/ 10, 13'-3" 36 J 28 F 8'-9" 28 J 25 B 6'-3" 6'-3" 32 f 23 B 29 J 25/ E/ � . ,. ---'1!=L 8 12'-8" 36 J 28F 8'-5" 28 J 26 B 5'-11" 5'-11" 32 J 23 B 11'-5" 29 J 25 E/ 0'- 8 12 12'-1" 36 J 29 F 8'-0" 28 J 26 B 10.-1 .. 29 J 229 E/ ,3 11'-7" 36 K 29 F 7'-9" 32 K 27 B 10'-6" K 6 2/ E 36 e / 14' 11'-2" 36 K 29 F 7'-5" 32 K 27 B 10'-2-7,. K 2 , E/ 36 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B � 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 X-4" SQ x 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP FREESTANDING AND AACHED 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. SOLID LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE:09 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE 10, 20 8 30 pet DURALUM PRODUCTS, INC. NON SCALE:: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 FREESTANDING AND AACHED HORIZ WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 80.100 & 110 MPH /pial �Sl.7flf7 FAx 4n.LIS70 ..4f./1iA,...L.m rn.n SHEET 24 OF