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09-0401 (PAT)c:eitiv,, P.O. BOX 1504 VOICE 760 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 1, BUILDING & SAFETY, DEPARTMENT INSPECTIONS (760) 777-7153 ; BUILDING PERMIT _ Date: 5/01/09 Application Number: LA -09-00000401 Owner: Property Address: 52400 AVENIDA VILLA WALKER JIM S APN: 773-274-007-16 -000000- " , 52400 AVENIDA VILLA 'Application description: .`PATIO COVER . - RESIDENTIAL - LA QUINTA, CA 92253 y Property Zoning: COVE RESIDENTIAL' Application valuation: 4083 _ ' Contractor: Applicant: Architect or Engineer: LA QUINTA PATIO COMPANY D /Q► 40133 CALLE LOMA ENTRADA �l BERMUDA,DUNES, CA 92203 ep (76 0) 863 -433 5 MAY 04 20�9Y. A' LiC. No: 449379 •.. � / • • city FJP)AV QUI)YM F. Tpr -------------------------------------------------------------------------------------------- • LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury that I amlicensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:- ' Section 7000) of Division 3 of the Busin ss and Professionals Code, and my License is in full force and effect._ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: C51 /peNo.:_449372W for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. te: O tractor: • . Y 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 0 ER -BUILDER DECLAR4 14N - insurance carrier and policy number are: - I hereby affirm under penalty of perjury that I am exempt from the Contrac s State License Law for the., .carrier' 1ST COMP INS Policy Number WEN0003727-03 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to r I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the ,� person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become su ' ct to he workers' compensatio rovisions of Section License. Law (Chapter 9 !commencing with Section 7000) of Division 3 of the Business and Professions Code) or 370 f the Labor Co 1 shall for h ply it t se provis,' - 1 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).: ate: � cant: ' _ ( 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and _ -(� - - • the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The - WARNING: FAIL RE TO SECURE WORKER COMPENSATION COVERAG UNLAWFUL, AND SHALL " Contractors' State License Law does not apply to an owner of property who builds or improves thereon, - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). - - APPLICANT ACKNOWLEDGEMENT (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director -of Building and Safety for a permit subject to the 7nAA. Rnrinnrr anri Qrnfnrr.innr. rndm Tho Contraolwa! CIaila Liaama8 18W Aar ,.ot cppl, Iv • ur. a of WIR)IIIU.IJ and ieeulLtiuns ser fUiui Un uas appnUiaUUll. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit'work is performed under or pursuant to any permit issued as a result of this application; 1 _ 1 I am exempt under Sec. B.&P.C. for this reasonthe 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. - Date: Owner: - - 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 - 6 .. - " CONSTRUCTION LENDING AGENCY permit to cancellation. hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the- I certify that I have read this application and state that the above information is correct. I agree to comply - all work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to build,'�JB�c,onstruction, an J reby authorize repres Ives -of this co ty to ter upon. the above-mentioned property fe 'hs ection p d s f Lender's Name: - r ' D11 e: .J - �ature (Applicant or Agent!: . Lender's Address: 27 LQPERMII" • _ _ - ' Application Number 09-00000401 Permit PATIO COVER PERMIT Additional desc . Permit Fee 72.00 Plan Check Fee 46.80 t; Issue Date Valuation 4083 Expiration Date 10/28/09 " Qty Unit Charge .Per Extension BASE FEE 7 45'.00" ' 3.00 9.0000 THOU BLDG.2,001-25,000 27.00 ---------------- - - - - --- -- - - ----------------- ----- Special Notes and Comments - - -- - - -- INSTALL 307.S.F. ALUMAWOOD LATTICE SHADE " STRUCTURE ATTACHED TO REAR OF SFD --------------------------------------------- - Other Fees . . . . BLDG STDS ADMIN (SB1473). 1.00 STRONG MOTION (SMI) - RES .50 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 1.50 .00 .00 1.50 Grand Total 120.30 .00 .00 120.30 LQPERM[T - - Bin # • Permit # �, O�, City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet +n Project Address:' A. P. Number: Legal Descrtptton" Contractor: L.,4 )U(iV r,l PST/ L) �D Address: 40 - f 3 3 C� LL (= L -O M. I � N rR �`►%f} City, ST, zip: I ,AJ D I O L' oL O Telephone: 7 6f - S 7 �'3 State Lic. # : -4 1 3 7 ! City Lic. #: 92 lip S Arch., Erin Designer: Address: City, ST, Zip: Telephone: Owner's Name: zwAtz-S L�1 Address: 45:R z1 p -d � V,05 -1V t )4v- City, 4City, ST, Zip: L� TaIpnhnne- 4CIC V— Z920453 - Project 920 Project Description: tt.n� Construction Type: Occupancy: 'rcle one): New Add'n Alter Repair Demo Pub. Wks. Appr School Fees F FOR CONSTRUCTION DA —/- 0 9 BY "Total Permit_ P. Project type (ct State Lic. #: # Stories: Sq. Ft.::�O # Units: Name of Contact Person: �} WOLF ;7-8 -7 (,o_ � -7 Lt Estimated Value of Project: Telephone # of Cot•.tact Person: NOT WRITE BELOW THIS LINE APPLICANT: DO PERMIT FEES N Submittal Req'd TRACKING Recd Item Amount Plan Check submitted Plan SetsPlan Check Deposit • Reviewed, ready for corrections Structural Calcs. Plan Check Balance Called Contact Person Truss Calcs. Construction Plans picked up Energy CSlcs. Mechanical Plans resubmitted Flood Plain Plan • 2"' Review, ready for corrections/issue Electrical Grading plan Plumbing Called Contact Person Subcontactor List S.M.I. Plans picked up Grant Deed Grading Plans resubmitted l H.O.A. Approval Developer Impact Fee Review, ready for corrections/issue IN HOUSE:- Called Contact Person Planning Approval Date of permit issue Pub. Wks. Appr School Fees F FOR CONSTRUCTION DA —/- 0 9 BY "Total Permit_ P. Al .,r TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 r February 25, 2008 M „ Building Official Local Authority Having Jurisdiction RE:.Duralum Products, Inc. Patio Covers Design Parameters , 'This letter affirms that the Duralum Products, Inc. patio covers, installed at the.site address noted below, with solid roof panels or lattice purlins, as cited in the attached, _standard plans identified as Job No. GF07-0674 and containing my professional " engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM -01. ' The standard plans accompanying this letter must properly identify all site-specific' J 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 ticampbeQDcharter. net should you ` require additional information. F s09 •�� Sincerely; p .o �•'� No 37948 r- M Tom Campbell; PE - , �s� CML UF Site Information Owner's Name Address�Z�� /Q'�G�/r6+., ' ' - .?ter • ,., -+ • .. . - • City/Town Z,�F- G� e/� /\J^I I ,ir State GENERAL NOTES: 1. TH ,ww PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. TIONAL D THE_2000_ALUMINU 2007 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 IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 60 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS .NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL 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 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO A3TM A653, 0lRADE 40. 27. 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. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED Ll DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. .ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. w 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES BAND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 pst DURALUM PRODUCTS, INC. SCALE: NONE - RANCHO CUCAMONGA, CA (951) 7412107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 1 OF 29 REVISED BY: K.K. 8 D.P. AO VIOR110 MPH lA1R1 467-71171 FAY Alla-1F1A <AIwendur l- • ~. RAFTER,SEEJABLEY" �t� { F ' ' + �, _i ED SIZE •" � OPEN LATTICE TYPES:, - - f .-• FxS T - AND SPACING ' � _ '-'' . - DATE: 1012312007 , ,hG n 'i MAX. PROD. .. '; SEE SCHEDULE �l'.: a .' _�• BE ENCLOSED OR COVERED. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD. T/NC,Bti SEE SCHEDULE •• MAY NST • , MAXM. O.H. 2OF SPAN 0' ` pF•p WG i r •� . RAFTER, SEE TABLE - 3 FOR SIZE SCALE: NONE REVISED BY: K.K. B D.P: O 1 ; pSTS�Ry ` 7 y AND SPACING 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3.017 29. 1 _ A��`•� •C 90,1008 itO,MPH (916) 452-7021 FAX 403-1519 seles@duralum.com . SVFR,MAX. y.2OF SPAN pO W �; Sp G POST_HEIGHT SEE SCHEDULE ' ':�pC• 'F G S :.-�� t V _ •d + CSi • PO THEIGHT �, • .-. Y �..• ,' .1 .. SEE CH DUCE P6 p. e• LENGTH OF STRUCTURE VARIES Ole le - _ Ea ly' ' p a'0 OST WITH SIDE• ' _ PLATES SEE DETAIL - ' LENGTH OF STRUCTURE VARIES 'O ��/yyy ��•''' -� • __ . _ SFFT Sp4 / .w 'I a � •( �] Q NOTE; EACH COMPONENT IS INTER- ' ' ' 1 112- SLAB AT ME p0 MAY BE USED VUIi D MAR .1 '5 L009 '1 pO,p w S�eFT Spq PDST WITH SIDE- ` + y1 ~• PLATES SEE TAIL ' CHANGEABLE WITH ANY OTHER' sF sTs, ` PERMITTED. }` ;, • , • 9S(FC/NG - COMPONTENT UNLESS OTHERWISE SHOWN. rk .r FTgech t SEE SCHED' Q�' - . a _ FOOTING WHERE REOUI OMPONENT IS INTER- } 31ri sLAe ATrncHMErir PoST- a BE USED MAYBE USED WHERE r ,Q� SEESCHED:FOR•FOOn 6� Q� TH ANY OTHER ,. COM NLESS OTHERWISE SHOWN.' SF Sp PERMITTED. J . FT'9B AC/•Y - I SEE SCHEDULE -r. OPEN`LATTICE-TYPE PATIO COVER" ' + • SCALE: NTS �. NOTE: THIS,OPEN�-TYP.E 09 O MAYNOT BE ENCLOSED OR y CF G `` FOOTING WHERE REQUIRED, CyEJR SEE SCHED. FOR FOOTING CUBE SIZE JT TYPE "E" ATTACHED SINGLE'SPAN'LATTfCE STRUCTU �N& 3 48 PE •"F" ATTACHED'MULTISPAN 'LATTICE STRUCTURE. NOTE: THIS OPEN LATTICE STRUCTURE * •, -TYPE MAY NOT BE ENCLOSED OR COVERED. RAFTER. SEE TABLE - MAX. PROD. ` FOR SIZE SEE SCHE U a . NOTE: THIS OPEN LATTICE -TYPE STR + •* MAX. PROJ. •' SEE SCHEDULE , + AND SPACING MAY NOT BE ENCLOSED OR CO /1�. f - . - ! i• ' RAFTER, SEE TABLE ' 1 O.H. O.H FOR S17E AND SPA NG •� _ O,cp'y; 25% OF SPAN k OST �iq . 7 O.H • + OST HEIGHT- ,• • - _' , "r SEHEDULE r ? � ' ' 6 + OST HEIGHT - +'•• r+ •O SE REDUCE c • -16w Et LENGTH OF STRUCTURE VARIES F Ngha .. ®• ,•. .. 7 = 1 16 •° SFFT 1 Penaoaaearla I `SEE POST DETAI LENGTH OF STRUCTURE VARIES .. 1 ' ' •. - - SpgC - SCF /NG' + - • .- ` ' . - POST CR SS -SECTION. `s' Y+ •- t pS sFFr $ SEEPOSTDET L _ r NOTE: EACH COMPONENT IS INTER- y p 31/21 Sue ' OST SpgC/ , NG CHANGEABLE WITH ANY OTHER r MAY BE USED SFFT SpgC ^ TO CONSTRAIN I 3 1/2' SLAB ' MAY BE COMPONTENT UNLESS OTHERWISE SHOWN. - TB /h I FOOTING, SEE 4 (F USED p TO CONSTRAIN ' Q SCHEDULE NOTE: EACH COMPONENT IS INTER- - sFTING, SEE ' CHANGEABLE WITH ANY OTHERF •� 'OPEN LATTICE -TYPE PATIO COVER - ' SOOEOULE As(Fc/NG FOOnNc WHERE REouIREo COM ONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED • 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" TTICE_' STRUCTURE:° ' DRAWN BY: K.K. TOM CAMPBELL S ASSOCIATES, INC. .LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: • "- JOB N0. GF07.0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE fo, 20 8 36 psr DURALUM PRODUCTS,, INC. .a SCALE: NONE REVISED BY: K.K. B D.P: RANCHO CUCAMONGA, CAS (957) 741-2707 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3.017 29. •C 90,1008 itO,MPH (916) 452-7021 FAX 403-1519 seles@duralum.com ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAIL - SOLID PANEL TYPES THE PROJFCTIoN ENC OThFD SEE DETAIL FOR SPLICE --- ST OPTIONAL: CANTILEVER SCHEDULE SQ. POSTS, SIZE VARIES SEESCHED (ES SE POST SPACINGR 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE:' 75/ OFSp CEEO PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' 1 [ NOTE: NO SPLICE AT THIS a r POST AND A END BAYS. FOOTING WHERE REQUIRED �/ .. � SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTE CHANGEABLE WITH ANY OTHER {L" COMPONTENT UNLESS OTHERWIS TVfn- VIA" ATTAl-LJCf1 OIAIl1I C QMAAI 1A11/1AAITII C\/CO (1D ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 0 "O.H" NOT TO EXCEED 25% OF SPAN (MAYNOT BE ENCC OSEO ) ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAILS MIN. 0.5" SLOPE PER FT. SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES Po\ SEE SCHEDUL 5 3 1/2" SLAB ATTACHMENT SEE DETAIL FOR SPLICE MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST EE SCHEDULE SEE SCHEDULE S` HT.= 12' F y ERE REQUIRED SE E FOR FOOTING CUBE j r AR 15 2009 IIP711 ATTAt'"1771 SIZE RAI 11 TIC1r'IA K ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT. SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN VA HE T EPRO/ECpLe/N VAR O Ose OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR PO SPACING m 75o OT 0 OF SPAN \ IN LNOTJ0 SPLICE AT THIS D AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ( MAY NOT BE ENCLOSEp SEE DETAIL FOR SPLICE DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LI SEE DETAIL FOR SPLICE PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 POST SEESCHAC/NG COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPTIONAL: CANT LEVER BEAM 10, 20 & 30 psf POST SEESCyAC/NG OPTI NAL: CANT111E SEE SCHEDULE FOR SQ. POSTS, SIZE VARIES EDUCES RANCHO CUCAMONGA, CA (951) 741-2107 SEE SCHEDULE FOR POST SPACIN = SQ. POSTS, SIZE VARIES EDUCES P7ST SPACING REVISED BY: K.K. & D.P. 0, 90, 100 & 110 MPH FAX 403-1519 sales(�duralum.com OH. II 3 112" SLAB MAY BE USED ALTERNATE: 75 oOT TO OFSPCEED 3 1/2" SLAB MAY BE USED ALTERNATE: OT 25% OF T EkC SP EED TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE POST AN D SPLICE AT THIS DAT END BAYS. TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE 0 SPLICE )THIS POST DAT END BeYS. FOOTING WHERE REQUIRED ✓ FOOTING WHERE REQUIRED U / ( / -I SEE SCHEDULE FOR FOOTING CUBE SIZE /�/�l/ SEE SCHEDULE FOR FOOTING CUBE SIZE /y�J/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)452-7021 SHEET 2 OF 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403-1519 sales(�duralum.com RAFTER. -SPA ALUM. ALLOY 3004-H36 OR EQUAL I yl�,n' OMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C UM. ALLOY 3004-H36 EQUAL' MAX. 2" I►- 6.5" 3.0;' ��'8.0" ALUM. ALLOY 3004-H36 042„ 024" osr OR EQUAL IB . !� *SEE NOTE BELOW m DBL. 2 x 6 1/2" RAFTER v' 3 x 8" RAFTER T' 90 MPH 100 MPH 110 MPH L.L.= T' n 8 90 MPH 100 MPH' 110 MPH SF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) v, o EXP. 6 EXP.0 EXP. B EXP.0 EXP. B EXP.0 .024 16 20'_3„ 18,-4" 18,-4" 16,-6" 18'-1" 16'-0" 042 16 28'-2" 25,_7, 25'_7, 22'-0" 25'-2" 21,_2" 10 24" 16,,6" 15'-0" 15'-0" 13'-6" 14'_5, 13,_1" 10 24" 23'_0" 20'_10" 20,_10" 18'-g" 20'4" 18,_2„ 16" 27,-0" 24'-0" 24'-0" 22,-0" 24,_2„ 21'-4" .032 24" 22,_0" 20'-0" 20'-0" 18,_0" .19,_8" 17'-4" .024 16 15'_2" 15'-2" 15,_7, 15,_7' 15'_7, 15'-7, 042 16 21'-0" 21'-0" 21,_0" 21'-0" ' 21,-0" 21,_0" 20 24" 12'-4" 12'4" 12'-4" 12'-4„ 12'-4" 12'4" 20' 24" 17,_7' 17'_7' 17'_7, 17'_7' 17'_2" 17,_7, 16" 20,_7' 20'_7, 20'_7' 20'4' 20,4, 20-4- .032 24" 16'-6" 16'-0„ 16'-0„ 16,-0„ 16'-6" 16-13" .024 16 12'-5" 12'-5" 12'_5' 12'_5' 12,_5' 12,_5, 042 16, 17'-3" 17'-3" 17,_3" 17'-3„ 17,_3„ 17,_3„ 30 24" 10'_7' 10,_7' 10,4' 10,_7, 10,4' 10'4' 30 24" 14'_7, 14,_2" 14,4, 14,4" 14'_7' 14,_7' 16" 16'-7" 16'-7" 16'-7" 16'-T' 16'-T' 16'-7" .032 24„ * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" o.c. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. m 2-x-6'112"RAFTER ._ a n r_ ( g0 MPH 100 MPH v, o `EXP. B EXP.0 'jEXP. B EXP.0 110 M EXP. B EXP C L.L.= (PSF) "T' ;IN ( ` x024 16" 14 4„ 13 -0" 13 -0" 11'-8" 12,_10" 11,-4" , 24" 11'_8" '110'-7'J" g 10 �„ g. 3., 10, .032 16" 19'-1" 17'-4" 17'-4" 15'-0" 17'-1" 15'-4" 24" 15,-6" 14,_7, 14'_2" 12'-8" 13'-11" 12'-3" (916) 452-7021 FAX 403-1519 seles(odumlum.com .042 16" 264" 23'-10" 23'-10" 21'-6" 23'-0" 20'-10" 24" 2V-0„ 1 g'-6" 1 g,-0„ 17'-6„ 181_9„ 17._0" .024 16" 10'_8" 10,-8" 10'-8" 10'4" 10,-8„ 10'_8" 24" 1 8'-g" 8'-g" 8'-9" 8'-9" 8'-9" 1 8'-9" 20 .032 16" 14'_3" 14,_3" 14,_3" 14,_3" 14,_3" 14,_3„ 24„ 11,4„ 11'-8" 11'-8" 11'4" 11'4" 11'_8" 04224" 16" 19,_8, 19,_8,. 19'$x. 19'4- 19,4„ 19-,6,- 16 _1" 18 _1" 16'_1" 16'_1" 16,_1" 16,_1„ 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" .024 24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 30 .032 16" 111-9" 111.91, 11'-g" 11'-9" 11'-9" 11'-9" 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" .042 16" 13'-6" 'IT -13" 13'-0" 13'-6" 13'-6" 13'-0" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1 13'4" OMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C UM. ALLOY 3004-H36 EQUAL' MAX. 2" I►- 6.5" 3.0;' ��'8.0" ALUM. ALLOY 3004-H36 042„ 024" osr OR EQUAL IB . !� *SEE NOTE BELOW m DBL. 2 x 6 1/2" RAFTER v' 3 x 8" RAFTER T' 90 MPH 100 MPH 110 MPH L.L.= T' n 8 90 MPH 100 MPH' 110 MPH SF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) v, o EXP. 6 EXP.0 EXP. B EXP.0 EXP. B EXP.0 .024 16 20'_3„ 18,-4" 18,-4" 16,-6" 18'-1" 16'-0" 042 16 28'-2" 25,_7, 25'_7, 22'-0" 25'-2" 21,_2" 10 24" 16,,6" 15'-0" 15'-0" 13'-6" 14'_5, 13,_1" 10 24" 23'_0" 20'_10" 20,_10" 18'-g" 20'4" 18,_2„ 16" 27,-0" 24'-0" 24'-0" 22,-0" 24,_2„ 21'-4" .032 24" 22,_0" 20'-0" 20'-0" 18,_0" .19,_8" 17'-4" .024 16 15'_2" 15'-2" 15,_7, 15,_7' 15'_7, 15'-7, 042 16 21'-0" 21'-0" 21,_0" 21'-0" ' 21,-0" 21,_0" 20 24" 12'-4" 12'4" 12'-4" 12'-4„ 12'-4" 12'4" 20' 24" 17,_7' 17'_7' 17'_7, 17'_7' 17'_2" 17,_7, 16" 20,_7' 20'_7, 20'_7' 20'4' 20,4, 20-4- .032 24" 16'-6" 16'-0„ 16'-0„ 16,-0„ 16'-6" 16-13" .024 16 12'-5" 12'-5" 12'_5' 12'_5' 12,_5' 12,_5, 042 16, 17'-3" 17'-3" 17,_3" 17'-3„ 17,_3„ 17,_3„ 30 24" 10'_7' 10,_7' 10,4' 10,_7, 10,4' 10'4' 30 24" 14'_7, 14,_2" 14,4, 14,4" 14'_7' 14,_7' 16" 16'-7" 16'-7" 16'-7" 16'-T' 16'-T' 16'-7" .032 24„ * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" o.c. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN O.H. ZZ TRIBUTARY TRIBUTARY= h WIDTH 1/2 SPAN +O.H. ` • NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN WIDTHTRIBUTARY TOM CAMPBELL 8 ASSOCIATES, INC. CLEAR SPAN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HO 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED, SV: KK 8 D.P. 90 010.W 0 MPH (916) 452-7021 FAX 403-1519 seles(odumlum.com SHEET 6 OF 29 PROJECTION SPAN O.H. ZZ TRIBUTARY TRIBUTARY= h WIDTH 1/2 SPAN +O.H. ` • NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN eY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HO 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED, SV: KK 8 D.P. 90 010.W 0 MPH (916) 452-7021 FAX 403-1519 seles(odumlum.com SHEET 6 OF 29 PANEL FASTENERS 90/100/110. MPH EXPOSURE B & C 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 10 #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. #12 S.M.S. 750" AR 15 075" .440" 860" 110 -MPH �P.T- 6.00" II dj #10'S.M.S.' 1 0� OG N )' 37948 R9.250 OPTIX@ PRODUCTS ACRYLIC PER #12 S.M.S. r E #R .3 1 2G11 * I.C.C. E.R. 5411 OR EQUAL #12 S.M.S. �•q CN1�- KYLIGHT DETAIL n \ 1Z" X 3 1/Z" VV t'/•\NtL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" t=.040" 6" 8" 6" 8" 6" 8" 6" 8" 10 10,-2" 10'-2" 12'-9" 12'-9" 13•-4„ 13,-4„ 14'-7" 14'-7' 20 8'-10" 8'-10" 10'-3" 10'-3" 11'4- 11'-4" 12'-3" 12'-3" 30 7'-1" 7'-1" 8'-4" 8'-4" 9'-10" 9'-10" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS L.L.= PSF - 90- MPH 100- MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 1 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SOB NO. GF07-0674 DATE: 1 012 312 0 07 1 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. & D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 salas�durelum.com HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 060 1.50" T— 1.50" t= 0.04" 11 010"x90" ?Q?" N o ` WALL c' FASTENERS 1.75° O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \� ALUM. PANEL 2x O� \ 3x ALUM. RAFTER FASCIA BOARDEXIST. E ALLOWABLE PROJ. _ -EXISTING. 1p o m .563" CV r1 l,1 .281„ F60ALUMALLOY 63-T6 .06M ---B EXTRUDED HANGER CHANNEL RAFTER EXISTING EAVE CONNECTION WALL FASTENERS HANGER /RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) SEE TABLE 300". #10 SMS @ PANEL LOCKS OR #8 SMS .25"R 0: AT EA. CONTACT LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 .20 ;/� A BorD BorD CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) BorC 8orD BorD 3 ALUM.ALLOY J J K r h 6063-T6 #to SMS @ EA. CONTACT W . WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" T=.060" – WALLFASTENERS SEE TABLE EXIST. RAFTER HANGER /RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT 2x FASCIA GN W/ SIMPSON A35 AT WOOD STUD 16" O.C. ' AT MASONRY O CONCRETE LIAR 15 ;WID' LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=30 A BorD BorD E E E J J K V-6" BorC 8orD BorD E E E J J K 0 DBorD BorD E E E J J K l'-6" 10'-8" 8'-3" 5'-6" % 2'-0" 7'-0" 4'-6" 3'-0" / 2"x6"FULL OR 2"x8"NOTCHED DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2'-0" zz Lu<B=3/8"0 U)nWia LL r4� A=3/8"O x 1 1/2" @ 12" O.C. x 1 1/2" @ 8" O.C. C=7/16"O x 1 1/2" @ 10" O.C. ' D=7/16"0,x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD F=7/16" 0 x 4" @ O.C. EACH STUD J=1/4"Oxl 1/8"@16"A.B. K=1/4"0x1 1/8"@12" A.B. !!! EXIST. RAFTER 8 ALLOWABLE DECK / RAFTER SPAN STEEL RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 B' O 2 x 4 FULL OR 2" x 4" FULL 16" O.C. V-6" 16'-8" 13'-10" 9'-3" \ 2'-0" 11'-8" 8'-8" 5'-10" REVISED BY: K.K. & D.P. 24" O.C. l'-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" k � 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 2 1,1/2" 100# L.L.=(2)#8 SMS 20#/30#L.L.=(2)#10 U -BRACKET 3/4' OR 1 1/2"-- I 2x6 1/2" 5" fIMIN. RAFTER \ I \ EXISTING WOOD STUD FRAMIN 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 . .Z7 APPROVED 3" OR 4" jVO INSUL. ROOF PANEL o #10 SMS T&B }� 1.880" AT 12' O.C. il:::: '37948 i ExNAR_ 31 2011 civil - SIDE 3/16" WALL CONNECTION �' 8 0 STEEL UVE LOAD = 0 1/4"0 HOLES,TYP. DATE: 10123!2007 0 NOTE: PROVIDE WATER B' O PROTECTION, METAL FLASHING Or O CAUCK JOINTS AND SLOPE I TO DRAIN TYPICAL BRACKET AT EVERY 2x 1 1/4" HORIL WIND = 90, 100 & 110 MPH \ FOR SPAN SEE ALLOWABLE REVISED BY: K.K. & D.P. DECK/RAFTER SPAN TABLE tf�� \ 2x6 OR 2z6 LEDGER �(\ RAFTER ' )-#10x1 3/4" (3)-#1 3 12" W.S. PATIO COVER NOTE :PLACE "SIKAFLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED 4O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: KK TOM CAMPBELL &ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 . DATE: 10123!2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10, 20 & 30 psf DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA-.--- e SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS HORIL WIND = 90, 100 & 110 MPH SHEET 7 OF 29 (916) 452-7021 FAX 403-1519 sales@dumtum.mm REVISED BY: K.K. & D.P. COLUMN/ POST TYPES& --SL PEACE MOUNT ATTACHMENT DETAILS 3„---'-r O O 2"1 O 3.00” SQ. — 3.00" SQ. .032" #10SMS O G 3 8"" 24 24 EASIDE 8' .xt=.200�'fO.C. o I i 0 RK =4"SQ.xt=.18811�6.5" .075" 3 — 14"RALUM"'=5"SQ.xt=.186' TYP .040" ALUM. 032'. g2 .048"STEEL .024" F E 3.0".4.0" OR 5.0" 5/8" PLASTIC PLUG, 28 O O j(�Q9 3" SQ. ALUM. POST 3" SQ. ALUM. POST V 3" SQ. ALOWTrOST h1AR 1 5 WITH SIDE PLATES Q !p 0 3004-H36 „ MAG POST SQUARE ALUM. ALLOY 3004-H36 3" SQ. STEEL POST 3 SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ASTM A36 GRADE 40 40 ALUM. ALLOY 6063-T6 SIOAi_ ALUM..AL"LOY--43.00" OR 6063=T5 2.40" /f 1.375" q7/16"OHOLE .56" 2 FLANGES / 2 1/8" APART ~ CC R' 37948 0 75" 1.125" 2.5' E�D O i ?q,�l ASTM GRADE 40 STEEL y 1` `] L * 0 7S' 75" BASE FLARES Cl�jf{- , .\ 1.60" IYP _ __ _ SDE OF FLANGES UT � 7s' SOF INSTALL WASH. PLATE .090" TYP. POST ONLY 5^f 5 1 "k.5%16":x 5}4" WHEN USING T 1-7/16"0 HOLE I IN 110 MPH WIND AREA 2- 5/16"0 HOLES &12--3//8""HHO SDE .090"BRACKET FOR_3"_POSTS ALUM —"T—" BRACKET----,' STEEL "T" BRACKET 5 T=.060" TYP. 6„ LANG SCREWS -OR 2 1/8" 2 1/8" -1/4" LAG SCREWS "f" BRACKET (2.5" PENE. INTO WALL) 7/a" 0 3"SQ, POST W/ 3 (2}#12 SMS EA. 3" SO. ALUM POST 3„ SIDE OF POST OR 1/4" M.B. THROUGH 4 POST 3„ W _— 7 GA. PL. (.18") I 11/16" 0 ROD 3/16" 17_..' 2 1040 STL.AUGER PARTS PAINTED 0" -� "RUST-O-LEUM" OR EQUAL 20 3' 3" 3"SQ.POST BRACKET: 212"x 2 112" OR HOT DIPPED GALVANIZED (1)-1/4','0 M.B. x 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY , 4" DIA. 9 GA. — I I _t 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3116" " 9"x 16'k7 GA. 3 x 8' ALUM HEADER SINGLE PASS WELDED NOTE: ASTM A STEEL PLATE "H" BRACKET O MAY BE USED WITH AUGER ANCHOR AUGER PARTS PAINTED - 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER BRACKET NOTE: ONLY. OR HOT DIPPED GALVANIZED � STEEL FOOTINGS AND AUGER ANCHOR I H I USED FOR 10 L.L. ATTACHED STRUCTUREE ONLY. OR ELECTROPLATED LY, SINGLE PASS WELDEDcTCCI r/l/'ITIA Ili DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 208 30 psf DURALUM PRODUCTS, INC. JOB NO. NONE BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA (951)741.2107 POST TYPES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826REVISED :FO0:77:4]SCALE: 90, 1008 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlum.mmSHEET COLUMN /POST. TYPE -S,& SURFACE MOUNT AND EMBEDMENT DETAILS -ALUM: T'BRACKET USE WTH POST -TYPE B;C,D, OR E. STEEL POST ONLY: - STEEL. T BRACKET USE WITH USE POST TYPE (3)S/B"0 BOLTS "T" BRACKET �y POST TYPE B;C,D,E,F,G,H,J OR K. r F. G, H, J OR K FOR POST TYPE J -� 3"SQ. POST W/ > I I 3 SQ. POST ALUM."T"BRACKET: (2)-#12 SMS EA. 3" SQ;, DST USE (2)-3/8"0 HILTI I I 45" /j SIDE OF POST -OR, KWI BOLTS OR EQUAL i r .(2)-1/2"0 BOLTS 16"INSERT 1/4" M.B. THROUGH STEEL.-rBRACKET.p � 1/2 DEPTH OF I r FO USE (2)-3/8"0 HILT] K �Ki FOOTING OR - < R ALL OTHER x .188" / POST SEE NOTES BELOW BOLTS OR EQUAL \111 12" MIN. EMB D: i i CONDITIONS 4 5" ASTM A36 I (2)-3/8"0 HILTI "KWIK" - (2' MIN. EMBEDMENT DEPTH i I STEEL r/ ( )- F FOR KWIK BOLTS BOLTS, OR EQUAL, EACH I 17 . T_O.C_ BRACKET TO SLAB. AT MINIMUM DISTANCE TO LL J 2°S .BASE PLT EDGE OF SLAB = 2-1/2 4 w o= ASTM A572 STEEL .p w DE TH a = 3/16" _ $LAB SHALL REIN • p POURED CONCRETE •,��•-:••• �• GOOD CONDITION i FOOTING SEE NOTE •�;>.,•;;'••� OR FLUTED Al POST(STL.) - -- -" ` FOR SIZE v x91' LONG, T' SQUARE OR 4" SO. POST (STL.) ' 3 1/2" MIN. sEE DULE p FROM END INSERT scHEouLE - SQUAR OF POST SCHEDGS, `- ` G SLAB O7 3" SQ. POSTS TO CONC. FOOTING 8O O PL.S/B"THK. SQUARE POST EMBED: EXISTIN INTO FOOTING 1 12' y„ 1 12" 1 1/2" 15 1 12" WELDED STEEL BASE PLATE O ATTACHED �' ATTACHED -ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. T" PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT.8 BRACKET WITH 3X8 BM. 12" SQ. x 5/8• B• C, D, F & G CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. WANSERT, MAG. BEAM, 4" OR 18" SQ. x 5/8" B, C, D, F, G. & H 18" 18" SQ. 12" BOLTS 7" I -BEAMS. 20" 21" SQ. 12" 23'& 24" CUBE (2)-12"0 3 1/4" .2. POST TYPE E INSTALL WASHER PLATE, 2" X 22" 25" SQ. 16" 25"- 30" CUBE (4)-12"0 3 1/4'- 24" 28" SQ. 20" GhACKET. 31"-34"CUBE (4)-5/B"0 4" 3.POST TYPE MAR 15 1009.• FREESTANDING 26" 32" SQ. z3" BASE PLATE ANCHOR DO NOT USE STEEL' 28" 35" SQ. 25" (4)3/4"0 35" - 39" CUBE 4 314" BRACKET W/ 7" 30" 39" SQ. 28" FECQ�x BASE PLATE ANCHOR BOLTS (SIZE & TYPE) "'��II��JJ_/�'�_/ 32" 43" SQ. 30" 40" - 42" CUBE (4)3/4"0 4 3/4• PCJ 1.Cloq/�,� `� 12"x12"x 5/8" PER I.C.C. ESR-ILTI 11CARBON STEEL 917 OR EQUAL 34" 47" SQ. 32" (4 3/4" EMBEDMENT DEPTH) NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL C/) 0 Y� 36" 51" SQ. 34" I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 0 PZ IZ7 i 38" .55" SQ. 37" SPECIAL INSPECTION REQUIRED. Lu ] r m D[ MAR )i (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 40" 60" SQ. 39 EXp. 18"x18•x 5/8• PER I.C.C. ESR -1917 OR EQUAL 42" 64" SQ. 41" * (4 3/4" EMBEDMENT DEPTH) 44" 69" SQ. 43" CUBE FOOTING W13 1/2" SLAB A NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K.TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 20 & 30 psf 1(916)452-7021 DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: KK. & D.P.r RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND= 90. 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 FAX 403-1519 sales®dura]um.m - SHEET 9 OF 29 HEADER BEAM TYPES & ATTACHMENT DETAILS 1'.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.100" SQ. 2.00" SPLICE WHERE �� •O�f 1.79" OCCURS SPLICE WHERE SPLICEOCCURS WHERE OCCURS clr 17 4.6' .075" m 73.. 2.57" a.s" T TYP. 14"R 2.19" 2.04 Typ. 048" 065" 2.04" TYP. 2.08" ass" 28.. —1- TYP. 2.93" 4.0000" 3.0 2.7" ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 ALLOY 3004-H36 O 6063-T6 O O O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ.,STEEL BEAM coag 4„ MAR 1 ., Q�pFES / 3.0" 3 o CJ,. C Mme. s.s" co Z spucEr7—T pp� p CD r oaz" i OWHERE CCURS 4' SPLICEWHERE W lyJ.:�%948 y! .B O" TP�OCCUR611 31 2a}} D32" YI T1TYP.10S+l, CNN. " I ALUM. ALLOY ALUM. ALLOY 3004-H36 ,ALUM. ALLOY UAL H36 6063-T6 ALUM OR EQUAL J �OR EQUAL / 4" I—BEAMO 7" 1—BEAM O DBL. 2 x 6.5 BEAM 3_x 8 BEAM K 3.0" 1 LI ALTERNATE STEEL C -BEAM FOR ALUM. I- EAB MS`s MAX„ r'-- � � Ax 3„ 625” � � I 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM .042" 8".042" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM —� 7.875" ASTM A653 GRADE 50 I � I ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 625" OR EQUAL L OR EQUAL O—� 2.875" �►� O 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 salesQdumlum.mm ''`BEAM TO POST; CONNECTION DETAILS. OPTIONAL DECORATIVE FASCIA ° (WOOD, ALUM. OR HARDBORD) 3" X 8': X'.042° BEAM, - - - ' . •`+ 3" SQ 'STEEL OR a r 2)-#10 S.M.S. EA. SIDE (4)-TOT.` -MAG BEAM: . •' �. #10 S.M.S. TOP & BOTT: (2)-TOT. . . - 2-1!12 x 1/2" S.M.S. EACH SIDE OF 3" '%-1. #10 X 1/2" S.M.S. TOP • • , ° SQ. POST (4-TOTAL) ' +..' - - • - a • '. ALTERNATE: 1/4'0 BOLT W/ WASHER °.. ' & BO-ft. (2)-TOT. - 1,1/4' „ EA. SIDE OF 3" SQ. POST ^ t - •'Rl 5 ROOF PANEL 4,y*61/2" tiROLLFORMEDOR.75 j .O - r - EXTRUDEDGUTTER ' (4)-#14 SDS @ EA. SIDE,FASCIA ALUMBRACKETXTOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. ' 2.35" 3" SO. POST - - ' f 6 1/2"x2"x t r .024"RAFTER 2-#10 x 1/2" S.M.S. EACH SIDE OF 3" • I i • '�• r SO. POST (4-TOTAL) "� : °•. - ALTERNATE' 1/4"0 BOLT W/ WASHER ` •'- - • ° ' 15 EA. SIDE OF 3"SQ. POST • �' o - _ r ri . 1RAFTER "TAIL" TO GUTTER -} - 3" X 3'i ALUM: OR 4 , s.. STEEL POSTt / t ~ OR 0" • ,3" SQ POST _ J . - ? -. - , ,,' :- 14 - - - , ! 3,1.25" FOR 3 x RAFTER GUTTER FASCIA H - BRACKET TO POST .� 2.125-FOR 2 x RAFTER MAG BEAM 3" SQ. POST ^ _ *• ` � +_ y 71 3"SQ. STL. BEAM , ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24 r .. 1.50" 1 �1 /2" t =.040" 6063-T6 100, „ =_ 1.50 t = .040" 3004-H36°ALUM. X28_ 3„ :28" 2" 2.. . - h �•= .018'', r (4) - #8 x 3/4" TEK SCREWS i - yP1 BRACKET TO RAFTER l ( , 3'2 xTl ATTICE"TUBE, ESQ?OR * .P 3. - - ` i P• y TU6 2 1/2" MIN F- 6 X z "SMS, z ,/r- � � Q`" PS AR 1 5 ? 09 - , — ' _ o ' C. OR 3 1/2", TYP. M„ ` 1 1/2" {1R T Rf1 f1R 7"r7" I AITI(5 �� ° O — Z' i. " @ 3"O.C. MIN. UP TO TO. C. MAX. W No: 37948 rn 2.750' RAFTER F 4 y EX6�tAR L.\ ' 3 r • 7� (4) #8 X*3/4" TEK SCREWS L-ATTICE`TUBETTO-RAFTER - CIVIL Q - BRACKET TO BEAM. .r % 17 f y , :' "U" BRACKE�T� 'RAF_TER TOBEAM r�18 �oRAwN ev: KK.'r' TOM CAMPBELL &ASSOCIATES, INC. { uvE LOAD = PATIO COVER SYSTEM'AS MFG: BY: • - DATE�1012312007 BEAM TO POST � JOB NO. GF07-0674 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - - 10, 20 &0 30 ps1 DURALUM PRODUCTS, INC�.� E SCALE: NONE . - ATTACHMENT - - ' " ' REVISED BY: K.K. 6 D.P. ...' RANCHO CUCAMONGA, CA (951) 741-2107 * 0� 010 & 1 0 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@durelum.wm SHEET 12 OF 29 SPLICE DETAILS 11 1 1 , BEAM TO POST DETAILS SIMPLE SPLICE FULL MOMENT I I � #10 S.M.S. II #12 S.M.S. II (e Tor. TYP. THICKNESS =.0351 (24 TOT TYP. THICKNESS =.035" II II 6.38" II II t t tLA ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE'SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. TOTAL= (8)-112"0 BOLTS — ......... _........... _...........—---- ............. _........................... _...... _..... ...... 1.00" h1AR 009 0 O O SPLICEOCCURS E — _ 4" TYP. ° ° � ~ I EY ALUM. ALLOY tP 6063-T6 -16"— 1 rr 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 NH Occur ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE (2VALLEY, TY� W #12 METAL BACKED, crviV Q' NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM F C FLANGE ROOF PANEL 4"x3"ALUM. "I" BM. OR (4)-114"0 M.B. BEAM 7"x4" ALUM. "I" BM. 'Af TO BRACKET 2- 318"0 M.B. THRU STL. "T' BRACKETTO POST. POST, SEE SCHEDULE � v ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = NOTCH I -BEAM FLANGE JOB NO. GF07-0674 AS NEEDED TO CLEAR I -BEAM ALUM ALLOY BEAM SQ. POST,CONNECT WEB (6061-T6) ALTERNATE TO POST W/(2) -1/2"O STL. C -BEAM THRU-BOLTS SQ. POST HORIZ. WIND = BEAM TO POST CONN. W #12 METAL BACKED, crviV Q' NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM F C FLANGE ROOF PANEL 4"x3"ALUM. "I" BM. OR (4)-114"0 M.B. BEAM 7"x4" ALUM. "I" BM. 'Af TO BRACKET 2- 318"0 M.B. THRU STL. "T' BRACKETTO POST. POST, SEE SCHEDULE � v ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 NGIN E COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STR BEAM 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAAL CA (951) SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sates®dum[um.wm f DOUBLE- RAFTER'. CONNECTION . DETAILS. '__- LATTICE, BEAM TO._.POST CON-NECTION, `.1 '4 r, :•� BEAM SPLICE TO�� '• 1 1/2" OR 2"LATTICE .:. #8 S.M.S. "` . +Mt +fir• ` t OCCUR DIRECTLY OVER _f 5/80 PLASTIC' s �.. POST. NOT PERMITTED PLUG INHERE, �. ALTERNATE'l/2" DOUBLE RAFTER . ` t BOLT CONNECTION .PLAN 2 i a� f' ,� 6 SCREWS'• @ 2 -POST UNITS r SCREW IS INSIDE ALTERNATE: `E, a ' PER SIDE f I r '#14 SMS MAY 1 4414 S.M.S. EACH- ` RAFTER TO COL. + -t r BE USE AS `r • �� `` "r - CONNECT. (8 -TOT.) ~� 'ALTERNATE TO + + ` . 1/4"0 BOLTS . a y" +c �'.t F�; � ' .�' i , r •i. >t 3.5". _ 3.5" }, ` -Y - 4- 8" BEAM w«6 #1.4 SMS EA: , f I .-I ?• %SIDE I I 6 1/2" SIDEPLATE EA. w `3"x 3"STL•.POST (24") '= I `I ^ ALTERNATE : - #14 ` > 'I SIDE SEE POST SCHED'.: . INSERT ATTACHED OR' (2)-2x6.5" OR #14 SMS EA. SIDE I I k ' j 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER t �' ' * TOP_, MID HEIGHT - FOR FREESTANDING `R ` 1 AND BOTTOM. (z)-1/2"BOLT, .. ' 3"SQ: POST BETWEEN S� IDTES . *• 'BEAM TO'POST CONNECTION r- 2"x 6.5" SIDEPLATE- -� ;. tE ST SCHEDULE-=. '. 21 �, • . DBL.'RAFTER4 DBL'. HEADER CONN. 3 -SQ x 024" + (2)=2" z 6 172" z�024" 3" SO. x .024" + (2)-2" x'6 1/2" x .032" W/,(6) -#44-S M.S. EACH SIDE. ,* El W/ (6)-#14 S.M.S. EACH SIDE' _ - r USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING: EXIST. { r t SHEATHING MAR 151009pFES r `r #8 S.M.S.EACH SIDE ' ' #• i > Q� s LATTICE,l 1/2" OR 2 - + y = y w 2„x6” LEDGER (EXIST.) " x. • . w r 3/8" LAG SCREW - - Ll1 +2„x6.5” OR 3"x$' RAFTER 4•` . " = _ALTERNATE7.f1/2"BOLT r' ( f ''1 � w � l5 k t 4 .>7 a +. , , r • �'. � - w - � < /: i - f a _ v�� i �� • C�VtI.' ' r+ ' ' • • } t't + • s. r x ALTERNATE 4- . r r a " 2)- #10 S.M.S. EACH RAFTER y ;< EXIST. 1 \ Tb COLUMN CONNECTION (4 -TOTAL) -* 1" STUCCO OR EQUAL' •, - - 2.5" PENE.INTO WOOD FRAMING -• - 'ALTERNATE: - (2)- 2x6.5" OR (2)-3"x8" HEADER " \--ALTERNATE:' 3"xWx0.024'. �r (1) - 1/2" BOLT OR CONNECTOR (2) -#lo S.M.S. EACH RAFTER EXIST. STUCCO.% LEDGER ATTACHMENT DETAIL STUB COLUMN TO DOUBLEHEADER CONN 20 d BRAWN 6Y: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. t LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 208 30 psf DURALUM PRODUCTS, INC.. - SCALE: NONE - 'RANCHO CUCAMONGA, CA -(951) 741-2107 CONNECTIONS- = HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 13 OF 29 _ ` - REVISED 6Y: KK, &D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 seles(�duralum.com i ter% i rr.r%-- POST F MAX HT.= B' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM JOB NO. GF07-0674 3" SQ. STEEL BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 30 sf P DURALUM PRODUCTS, INC. REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 5l=— o MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED m SPACING ON SLAB SPACING SPACING FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING SPACING FTG MIN. FTG MIN. FTG. MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. r (IN.) POST TYPE (IN) POST TYPE (IN) POST TYPE POST POST POST (IN•) TYPE (IN.) TYPE (IN.) TYPE (IN.) POST TYPE (IN.) POST TYPE IN. ( ) POST TYPE (IN.) POST TYPE 4' 17'-0" 14'-6" 28 F 22 B1s' 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B s'-1 o" 5' 13'-7" 13'-0" 28 F 23 B 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 17 -1 6' 11'-4" 11'-10" 26 F 23 B 16'-8'5 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B -7„ 7' 9'-8" 11'-0" 26 G 24 B 15'-5'4 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B -5„ 8' 8'-6" 10'-3" 26 G 24 B 14'x'3 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B -s„ 9' 7'-7" 9'-8" 26 G 25 B1'2-9 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 10' 6'-9" 9'-2" 26 G 25 B 12'-12-1„ 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6'-2" 8'-9" 26 G 26 B 12'-1>—'28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 12' 5'-8" 11'-9'; 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B -o" 13' 5'-2" 11'-1'0 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B -7„ 14' 4'-10" 101_1 28 H 30 B OQ 8,-4„ 28 H 28 B 10'-0" 28 H .29 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B 15' 4'-6,. 10 9,-10" 28 H 30 B �. � ZG� 16' 4'-3" 10"-2" 28 H 31 B ~ �! m 7'-10" 28 H 29 B 9'-6" 28 H 30 B 9 6" .37 17' 4'-0" 9'-10" 28 H 31 B E 7'-7° 28 H 29 B 9'-4" 28 H 31 B 18' 3'-9" 9'-7" 28 H 31 B y lV1l 7'-4" 28 H 29 B 9'-2" 28 H 31 B 19' 3'-7" 9 28'-10" 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B 20' 31-4-1 9'0" 33 H 32 B 7'-0" 33 H 30 B 8'-10.' 33 H 32 B 8'-7" POST F MAX HT.= B' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 90LID LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 30 sf P DURALUM PRODUCTS, INC. REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED 0,100 WIND = 90,100 8 110 MPH 8268 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 10 9 LL 90 MPH (916) 452-7021 FAX 403-1519 saies(�duralum.com 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C } TOM' L C. 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM uVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DBL.2"x6.5"x.032" <- R-3" x8"BEAM_ COMMERCIAL AND S NGINEERING BEAM 10, 20 & 30,; 3"x8" BEAMMINSERT SCALE: NONE REVISED BY: K.K. & D.P. RANCUCAM 951 741-2107 tHO > MINIMUM 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 24 OF 29 r r 00 o Z_5 m 8 10 }f LL 90 MPH 90,100 8 110 MPH (916) 452-7021 FAX 4031519 sales@duralum.com NO. OF FOOTNOTE: POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX:POST- fSPACING FREESTAND . `ATT-. ' MAX.POST FREESTAND ATT, m � U y ¢ a Z SPACING SPACING SPACING FOR DBL. 7FOR T 8" SPACING p p m TYPE 2 FTG. MIN. FTG. FTG, MIN. FTGDST. FTG. MIN. MIN. POST TYPE 1 POST Ix M rn O (IN.) POST TYPE ( IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM I (IN.) POST t'FTG TYpE IN. ( ) > FTG. (IN.) POST TYPE FTG (IN.) W r EXP. C 2 EXP. B EXP. C EXP. B 4' 25'-4" 17'-4" 28 G 22 33 G 23 1s� 16'-4" 28 G 20 32'-0" 33 G 27 6' 2 2 2 3'-2" 5'-7" 16' 4" 31'-0' 2 5' 20'-3" 16'-1" 28 G 23 21'-4" 33 G 24 14'-8" 148= "28- �G 21 28'-7" 33 G" 28 2 2 2 20,_8„ 7'4' , 2 6' 16'-10" 15'-2" 28 G 24 19'-6" 3324 G 13"4"� 13'-4" 28 �" i 21 26'-2" 33 28 2 2, 2 18'-10' G 5' 4" G B' 2 14'-6" 14'-4" 28 G 25 18'-1" 33 G 25� 1.2 4" 12'-4' 28 x,22. G 24'-2" 33 G 29 2 3 2 f-7'—), 1 T-6" 1'-9" d 12'-4" \ 11 3'-5" s' 2 8 12'-8" 13'-9" 28 G 26'777-177"16'-4' 28 G (25 11'-7"11'-0' 11'_7„ > 26 G 22` 22'-8' 33 G 30 2 2 1 1=1'-7, 1'-11 10, .3 2 9' 11'-3" 13'-3" 28 G 26 15'-1 28 G 26A 10-1 0'-1 "- - 1.0,-1p--_ 26 G 23 421'-4 33 G 30 11' 3 3 2 5'-5" ! \ 10'-4" 10'-10' 0'-8" 10' 10'-2" 12'-9" 28 G 27 15'-2" 28 G 26 10' 4" #, 10'-4" 26 G 23� °20'-3" 33 G 31 3 14'-8" M -10" 10'4" 9. 7.. 12' 3 2 2 2 11' 9'-3" 12'-4' 28 ' G 28 14'-5" 28 G 27 9'-10" 9'-10" 26 G 24, 19'4" 33 G 32 13' 3 4 2 13'-11" ! { 9'-4" 9'-10" / 6--'l 8'-8" 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'!5',, i 9'-5" 26 G X24" 18'-6" '33 G 32 14' 3 1-01 4 2 2 13' 7'-9" 11'-8" 28 H 29 - 28 H 28 9'-T' ' -9'-1"i 28_ �H' 24 1 T-9" 28 H 32 15, 3. 17'-2" 4 2 3 3 14' 7'-3" 11'-5" 28 H 29 -f2-' 28 H 28 8'-9" 8'-9" 28 H 25 17,_1" 28 H 33 16' 4 4 2 I 8'-4, 8'-9" 6,-7, 3 15' 6'-9" 11'-2" 28 H 30 2-1 12'-4" 28 H 28 8-5" 8'-5" 28 H 25 16' 28 H 33 17' 4 5 2 3 16' 6'-4" 10'-11" 28 H 30 1v-11 28 H 29 8'-2" 8'-2" 28 H 25 16-0" 28H 34 18, 4 5 2 5 6„ 3 17' 5'-11" 10'-8" 28 H 30 1 28 29 7'-11'7 7'-11"7'-11' 28 H 25 16-13"5,-D„ 28 34 19' 4 5 3 1'-2" 6 3 18' 5'-8" 10'-6" 28 H 31 11'-3', 28 H 29 T-8"7'_8„ 28 H 26 15'-1" 28 H 34 20' 4 5 3 0 -10" 10'-4" 33 H 31 11-oD 33 H 29 T-6" 7,�„ 33 H 26 14'-8'4,-3" 33 H 35 7„ 2 ,--'7'-6- 6 FOOTNOTE: HEADER REQUIRED AND OR SPACING MIN. NO. MUST OF POST EXCEED 10'-2" 33 33 H 31 10.8 8 33 -a' 7'-4" 33 H 26 14' 33 H 35 4" 11" 7'-4" 3'-10" ALLOWABLE OR SLAB LESSER MUST SPACING BE USED yx MAR 1'5 2009 FOOTNOTE: • COL. TYPES 1 =.024" SIDEPLATES, USE ON CONIC. SLAB ONLY NOTE: I COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! FOOTING SHOWN REPRESENTS LENGTH OF Z EACH'SIDE OF CUBED FOOTING WITHOUT SLAB. CDI.- NO. 37 WHERE SLAB OCCURS, CUBED FOOTING SIZE �9AR2� FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. EX * FIGURE INDICATES EXPOSURE B SEE ALTERNATE FOOTING TABLES CN I f y �FIG.UREJNDICATES EXPOSURE C SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. BY: K.K. TOM' L C. LATTICE uVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ]'DRAWN DATE: 1012312007 COMMERCIAL AND S NGINEERING POST SPACING TABLE 10, 20 & 30,; DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. & D.P. RANCUCAM 951 741-2107 tHO FREESTANDING AND ATTACHED HORI2. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 24 OF 29 10 }f LL 90 MPH 90,100 8 110 MPH (916) 452-7021 FAX 4031519 sales@duralum.com 30# L.L. ' 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C w ¢= l -I- O 0 R $ r Jam O Z U - g a Z m u)O 7" I -BEAM 110 MPH WIDTH DBL. 3"x99.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED 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. POST TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'4" 8'-4" 28 J 19 B 15'-9" 32 J 22 C/ 5' 4'-10" 17'-4" 32 ,J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C� 6' 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 6'-9" 28 J 21 B 12'-10" 32 J '24 C� 7' 3'-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 C�. 6' 3'-1" 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 5'-10" 26 J 22 B 11'-2" 28 J 25 EX 9' 13'-0" 32 J 27 F 7'-10" 28 J 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 28 J 26 E/ 10' 12'-3" 32 J 28 F 7'-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 J 26 E� t1' 11'-9" 28 J 28 F 7'-1" 28 J 26 B 5'-0" 28 J 23 B 9'4" 28 J 26 E/ 12' 28 J 29 F 6'-9" 28 J 26 B 9'-1" 28 J 27 E� 13' 10'-9" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 32 K 27 E/ 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 E I FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —[�]— FIGURE INDICATES EX ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATE; 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. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING MR 15 ?R09 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 23 OF 29 REVISED BY: K.K. & D.P. an e i I 11n kAPN 90,100 8 110 MPH (9161452-7021 FAX 403.1519 saleslri?durelum.com