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10-0470 (PAT)• P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number. C-1- 0-00000470 Tit!t 4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Property Address: 43395" CORTE`DEL ORO APN: 609-380-997-1 -293233- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 10055 Applicant: Architect or Engineer: 6✓t --------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C51 License No.: 4 379 D�* ate:, 6Y Contractor: 1 OWNER -BUILDER DEC RATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 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: LQPERAIIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/02/10 Owner: OGLE TOM 43395 CORTE DEL ORO LA QUINTA, CA 92253 i O ( i Contractor: LA QUINTA PATIO CO ANY CITY rFI,Aa��lNY 40133 CALLE LOMA E-''�.�� e•� BERMUDA DUNES, CA 92203 (760)574-1043 Lic. No.: 449379 —-------------—--— WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS Policy Number WSII002541901 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I shou become subject toTe workers' compenen provisions of Section S 3700 of the Labor Code, hall fort an "y with se prc ns. 1- --Date: 6'/o Applicant: c WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERA 'IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP O ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is c ect. I agree to comply wit all city and county ordinances and state laws relating to buildin nstructio an reby au j represent es of this co,,,,(((uf%%%����ty tt�o---e���nter upon the above-mentioned property't. _Date�w Sijlnature-(Applicant or Agen0: e Application Number . . . _ . 10-00000470 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 126.00 Plan Check Fee 81.90 Issue.Date . . . . Valuation . . . . 10055 Expiration Date 11/29/10 Qty Unit Charge Per Extension BASE FEE 45.00 9.00 9.0000 THOU BLDG 2,001-25,000 81..00 ---------------------------------------------------------------------------- Special Notes and Comments ALUMAWOOD SOLID ROOF SHADE STRUCTURE "-`---'"-""-----!""--`-"-" " --" 756—"TOTAL SUARE-FEET-2006IBC; -"20 IRC;""'- -------"" - -- - & 200 CBC, PER APPROVED PLANS. ---------------------------------------------------------------------------- Other Fees . . . . . . ... . BLDG STDS ADMIN (SB1473) 1.00 Fee:summary Charged Paid ------------------------------------- Credited -------------------- Due Permit Fee Total 126.00 .00 .00 126.00 Plan Check Total 81.90 .00 .00 81.90 Other Fee Total 1.00 .00 .00 1.00 Grand Total 208.90 .00 .00 208.90 LQPERMIT Bin b 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 Permit # ' y vo Project Address: 433 ! Co47�—c E LC/0-o Owner's Name: % 2y 696-,e-� A. P. Number: Address: -V�33�7- e Legal Description: City, ST, Zip: 1-4 of Contractor: L 14 2UI,V r,"'f pq-7-/ L) (2-0 Address: 40 - ( 33 Cl+LL L; L-0Ap E ti-rP-+©b Telephone: Project Description: City, ST, Zip: 1 N a r o (f, A- , a ;2, o L-,v+,`Lt,�l �c , )> ©G/� Telephone: 76,�- S % U 3 UMME /:-> State Lic. # : y-/ % 3 7 City Lic. #: X19 /(p S 7'77t: 7.b Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: J'AJ-•• / W O L Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 2 (-0 -5 -7 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans Pickcd up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub, Wks. Appr Date of permit issue School Fees Total Permit Fees May 26, 2010 Thomas Ogle 43395 Corte Del Oro La Quinta, CA 92253 RE: Architectural Application Request Esplanade Community Association Dear Mr. Miller, This is to inform.you the Architectural Review Committee for Esplanade Community Association met recently to review your 5/24/10 submittal requesting to install the following per the attached plans and application: 1. Aluma-wood patio cover After due consideration the Architectural Committee has approved your request contingent on the following items: 4 1. Owner must obtain 'all—pe t ri1 ough City of -a Quints. 2. Please return notice of completion form at the end of your installation. If you have any questions please call meat (760) 346-1161. Thank you for your patience during the review process. Sin ly, o C oun, C AM® Community Association Manager For the Architectural Review Committee Esplanade Community Association Cc: Board of Directors Enclosure: Notice of Completion Form 42-635 Melanie Place, Suite 103 • Palm Desert, CA 92211 P.O. Box 14387 • Palm Desert, CA 92255-4387 760.346.1161 • FAX 760.346.9918 Email: drm@drminternet.com • www.drminternet.com W N Q Z 0 J W V ce Q m CORTE DEL ORO TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 May 7, 2009 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply. with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for.Buildings and Other Structures) and the 2000 and 2005 Aluminum Design Manual, ADM -01 and ADM -05. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(ccharter.net should you require additional information. Sincerely, �� "CrAS M 4 , P.y u Tom Campbell, PE _ s CIVIL OF CA'R Site Information Owner's Name Address33�J� �? 12 ��'�' ©re, a Cityfrown State �G • �1 ZZ�� PATIO COVER SYSTEM AS MFG. BY. DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: A. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE. � ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY.RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10, 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET, 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS. RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (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 (LIP), 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 AMINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307: HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. 32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA. 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 114 ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. 13. COMMERCIAL APPLICATIONS -CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR. EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. PATIO COVER SYSTEM AS MFG. BY: a ORA 01't KA TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= DURALUM PRODUCTS, INC. OnTE: 5105/2009 ON SCALE: NONE SCALE: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES 10. 208 30 ps1 HORIZ. WND = 8269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 1 OF 30 Ff1 K K .Q fl P RANCHO CUCAMONGA. CA (951) 741.2107 pn inn.>1,n nnvN rnir., eaz7mi rnx nnv.lcla cvinc6iiAi..m„m .•�md - SOLID PANEL TYPES ATTACHMENT_ CHANNEL .. LENGr ATTACHMENT CHANNEL LEr SEE DETAIL AA, HpF VGTI-/ ALUMINUM TROOFPANly DSNALL STRU/V rCTU ALUNIINUPA SEE DETAILS ANp SH OFSrRU SEE SCHEDULR SPANSE �� SpROJECrON FENCLTNANIES1 SEEROOF SGHEDULE. MIN. 0.25' SLOPE PER FT. TFIEa?OtEC Opti EN S THA?NCS ! SE FOR SPANS CLOSE lI 0. . SPAN ` O. . O "O.H " NO_T.TO EXCEED 25%.' i 4 OF "NOT TO EXCEED 25% OF SPAN !I ` OF SPAN rMAYE DETAIL FORSPLICESEE DETAIL FOR SPLICE STSp'g Cl OPTIONAL: LE FORVER BEAM m L) POST OPTIONAL: CANTILEVER BEAM E SC NG r r SEE SPACINSEE SCHEDULE FOR SO. POSTS, SIZE VARIES NeouLES POST SPACING = _ SD. POSTS. SIZE VARIES — — SCHEpULESPOS SPACING maSLAB ATTACI Itv1ENT O N' NOT O NNOT E USED WHERE 25' TO 3 1l2" SLAB ATTACHMENT 2 TO ALTERNATE: OFSp EMCEE �n ' MAY BE USED WHERE ALTERNATE: 5"'a OF Y r PERMITTED. SINGLE POST 'qN O SPAN .SEE SCHEDULE SEE SCHEDULE f PERMITTED. SINGLE POST MAX. HT.= 12' 11 SEE SCHEDULE SEE SCHEDULE ;n i` - � MAX. HT.= 12' i NOTE: NO SPLICE AT THIS NOTE. O SPLICE AT THIS '... I - �� _'• POST AND AT END BAY J POST ANDA END BAYS:- C�+ FOOTING WHERE REQUIRED .�/ - �'� C�l1QFESS/ SEE SCHEDULE FOR FOOTING CUBE SIZE j/ Q`` �',;�Nag OTING WHERE REQUIRED iO SCHEDULE FOR FOOTING CUBE SIZE I `NOTE: EACH COIv1PONEN.TISIN7F� CJ 1• �'�/Jw NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHEF2L �� '�"��;1 A,•i� �� !J �CI`� CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHEFZCI OWN. If COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER I PE "B" ATTACHED MULTISPAN VV/CANTILEVER OPTION rte_ c3 .I114U. c � LENGTNOTR` _ LeNGTALUMINUUCTURALUMINUM or STRU CTUnEVA RIEREL O.H. CIVIL RMIN. 0.25" SLOPE PER FT. O.F. SSEE SCHEDULE SEE SCHEDULE FOR SPANS (A1ArNOr6E+ FOR SPANS O.H _SPA (MAYNOrSE EN CLOSED) 0. SF ENCLOSED) NOT TO EXCEED 25% "O.H." NOT TO EXCEED 259/6 SPAN OF SPAN OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE pOSr OPTIONAL: CANTILEVER BEAM POST 0 T11 NAL: CAN LEVER BEA SO. POSTS. SIZE VARIES SEE SC"y - rNG SE POST SPACINGSCHEDULE R 50. POSTS. SIZE VARIES SEE SpNAC1NG SEE SCHEDULE FOR ULES EOULES P�STSPACING F 3 ill" SLAB O14 r 3 1/2" SLAB 'NOT 10 _ MAY BE USED ALTERNATE: 25°^ OF �p kCEED MAY BE USED ALTERNATE: OF Sp/�(v xCEED d I'D CONSTRAIN SINGLE POST AN TO CONSTRAIN SINGLE POST II FOOTING. SEE SEE SCHEDULE 1�10 SPLICE AT THIS IFOOTING, SEE SEE SCHEDULE NOTE O SPUGE ASCFIEDULE NOTESCHEDULE THIS POST,D AT END BAYS. _ POST I JD AT END BAYS. FOOTING WHERE REQUIRED ✓ ��NOTE: �/' FOOTING WHERE REQUIRED -/ I /'I J SEE SCHEDULE FOR FOOTING CUBE SIZE r SEE SCHEDULE FOR FOOTING CUBE SIZE /�{�/ NOTE: EACH COtvIPONENT IS INTER - 112 x 9" STEEL ROD' 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 RAFTER. SEE TABLE FOR SIZE A.ND PAruac MAX PROD SEE SCHEDULE MAX OH 254E OF SPAN �'H SEE SICHE( T LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER - SCALE NTS Tvr�r Ur -U ATTAl 1 Irfl C`lKlf't C Cl RAFTER, SEE TABLE FOR SIZE AND SPAC114G . MAX OHt00HH 25% OF SPANT� LENGTH OF STRUCTURE VARIES OPEN LATI Fk,ST ,NC OIrI,C [POST WITH SIDE- PLATES SEE DETAIL 3 12- SLAB ATTACHMENT MAY BE USED WHERE PERMITTED SEE SCHEDULE C FOOTING WHERE REQUIRED. /��-�` SEE SCHED. FOR FOOTING c11j3E FESQ NOTE: THIS OPEN LATTICE -TYPE STRLILfyRf ''✓moi'' r- NOTE. THIS OPEN L MAY NOT BE ((~ No. 3.7 ICE TYPES NOTE THIS OPEN LATTICE -TYPE STRUCTUREMAX PROJ MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING 25� LZF?,_25 OMAXF PAN POST HEIGHT SEESCHEDUL LENGTH OF STRUCTURE VARIES P IDI Illi � I SFT SPS gs<F�'Nc NOTE: EACH COMPONENT IS INTER - A GEABLE WITH ANY OTHER I�� TENT UNLESS OTHERVOSE SHOWN. TYPE 'IF" ATTACHED MI I ,y( I MAX PROJ. SEE SCHEDULE 148 HEIGHT li F.uST�nc ., IIII - POST WITH SIDE. JIIII�DIII PIsiTES SEE TAIL 3 1/2• SLAB ATTACHMENT MAY BE VSE. WHERE PERMITTED j�J SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED FOR FOOTWG CUBE SIZE LATTICE STRUCTURE NOTE THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED PO 7C —PO5T CRO55-SEC I I I SEE POST DET.AI LENGTH OF STRUCTURE VARIES II ll DATE: 510512009 SEf �rSPq g9<F'C'''1'C OPEN LATTICE 10, 20 s 30 pst I DURALUM PRODUCTS, INC. POSF POST CRUS S -SECTION. RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WND = 8269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 3 OF 30 SEE POST DET IL MOTE: EACH COMPONENT IS INTER- POS 90 100 A 110 MPH 3 112' SLAB MAY BE USED S:'F Sa %q qC SAF 'Nc CHANGEABLE WITH ANY OTHER SFF TO COP) 3 U2• SLAB MAYBE USED l'SPgCi COMPONTENT UNLESS OTHERWISE SHOWN. qe<F NG FO �• �% SCHEDULE NOTE: EACH COMPONENT IS INTER- PDS TO CONSTRAIN \ CHANGEABLE WITH ANY OTHER SAF l Sp9 EE SCHEDULE OPEN LATTICE -TYPE PATIO DOVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.s�FC VG •' J SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED C SEE SCHED FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE 'IH" FREESTANDING MULTISPAN L TTICE STRUCTURE DRAWN BY, K K TOM CAMPBELL & ASSOCIATES, INC, LIVE LOAD- PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 s 30 pst I DURALUM PRODUCTS, INC. SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WND = 8269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 3 OF 30 RFVISED RY' K K A D P 90 100 A 110 MPH IV1FI aA7.7H71 FD% AM.151Q calaanlHnralum rnm SOLlb-PANE SPAN -S, tt.77" .09R, (I.S.) m� 25" L - -„!!II/`I ALL UNMARKED RADII 06R 1 2.5" T -CFF TeRI F AFI fuel 7 8"x2 1/2" FLAT'PAN L.L.= (P SF) T" (IN.) 90-100-&110 I MPH SPAN,; EXP.B &-EXP.O ' 70 .018 < 020 LL 13'-4" . 14'-2" .024 .032 I 16-4" (� OA -011 I 8,-4" , I 20 .020 10'-11" .024 11'-3" .032 13'-4" I .040 15'-0" 30 .020 I .024 10'-0" .032 11--7- 1'-7".040 .040 I 12'-11" R COMMERCIAL & PATIOS ' FAN BEAM ( C CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs. ) EXIST. WALL ESSBp . No. 794 3 1" m 1''161 0 G 20'. x'I Exp.,N sI II 'p_ • l 1' y� T=.075" TY R-- - C10- 3.. OF C 90/100/110 MPH EXPOSURE B &'C I '- .77"- .77" .09R. (I.S.) .67" N N 25" ALL UNMARKED RADII .06R 45' - 2.5' T=S TABLE BELOW N HEADER TYP. .38" 5" .75" 5" .75" 5" 5.25" 6 00" ALUM. ALLOY 3004-H36 OR EQUAL ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 10# 21'-6" 20# 17'-9" 30# 16'-3" EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL FAN BEAM >EESCHED. \HANGER HANNEL I 3" FAN BEAM \ #12 S.M.S. SCREW \ #12 S.M.S. SCREW AT HANGER CHANNEL 1 FAN BEAM ATTACHMENT AT HEADER FAN BEAM . 3" 1.042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW AT HEADER 6"x2 1/2" FLAT PAN L.L.= (PSF) "T., (IN.) 90.100 &110 N'1P1-I SPAN EXP.B & EXP.0 10 .018 13.-6.. .020 14'-Y .024 151-7 .032 18'-1" .040 20'-2" 20 ,020 11'-3" .024 12'-10" .032 14'-10" .040 16'-4- 30 .020 1(y-9- .024 .032 .040 15'-2" DRAVN•1 BY: K K. TOM CAMPBELL & ASSOCIATES. INC. I LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS & 10, 20 & 30 pst DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K K. & D.P. RANCHO CUCAMONGA. CA 1951) 741-2107 FAN BEAM HORIZ. WND = 70.90 3 110 MPH 8269 ALPINE .AVE , SACRAMENTO. CA 95826 SHEET 5 OF 30 101FI 457-7n71 F4Y 4mneio .am.rtn,,.=e,m ,-.,,.. SOLID PANEL SPANS FOR COMMERCIAL & PATIOS NV U.GNO90/100/11.0 MPH .25" -� I. T=SEE TABLE BELOW .35'" I 40„ 67" - tt 75" i 1.125" 2.46" 1.7040":' 40,. 1.48' 40" ' 35" .3 L" r 1! 40 . ao" No. 37948 a 75" 3 00" - 4 50" - - 4 50" - - 4 - - - a EXPOSURE -B & C 50 4.50 13.00" EXp� 3 3 ] N ALUM. ALLOY 3004-1-1 12- 36 OR EQUAL sem„ CIVIL- �Q % Al I IM AI I (1Y innA-N'iR f1R P011A1 24" TRI -"V" PAN Z Ll = (PSF) PANEL'T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP,B EXP.0 10 .018 11._0.. 10 0.. 101_0., 9' 0" 9'-7" 8'-8" .024 12._10„ 11'-7" 11'-7" 10,-4" 11'_0., 10,_0" .032 14'-9" 13'-4" 13._4„ 12,_0" 12' 10" 11,_7, .040 21,_6„ 21,_6.. 21._6„ 21 6,. 21,_6., 21._6" 20 .018 9•-6•• 9'-6" 9._6,. 9,_6„ 9'-6" 9,_6., .024 10'-7" 10,_7" 10,_7, 10'-4 10' 7" 10'-0„ .032 15'-10" 15'-10" 15-10" 15-10" 15'-10" 15-10" .040 17.9„ 17'-9" 17'-9" 17.9., 17,_9., 17'-9" 30 .018 7._9., 7,_9., T-9" 7._9„ 7'-g" T-9„ .024 91_01 9._0., 9.41 91_01, 9.0" 91-01. .032 10,_2" 10,_2" 10'-2" 10'-2" 10'-2" 10'-2" .040 16-3" 15'-3" 16'-3" 16'-3" 16'-3" 16'-3" 12" x 3 1l2" W PANEL Ll = (PSF) PANEL"T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 15'_1" 15'-l" 15._1„ 15' 1" 15-l" 151_11. .024 16._7" 16,_7., 16'-7" 16._7.. 16'-7" 16._7, .032 19,_3" 19,_3,. 19'-3" 1g'-3" 19'-3" 19._3,. .040 21,_6„ 21,_6.. 21._6„ 21 6,. 21,_6., 21._6" 20 .020 12,_6" 12,_6" 12'-6•' 12,_6,. 12,_6., 12'_6„ .024 13'_8" 13,_8., 13'-8" 13'-8" 13'-8" 13'-8" .032 15'-10" 15'-10" 15-10" 15-10" 15'-10" 15-10" .040 17.9„ 17'-9" 17'-9" 17.9., 17,_9., 17'-9" 30 .020 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" 11'-5" .024 12,_7, 12'-7" 12 7, 12._7, 12'_7' 12'-7" .032 14'-6" 14'-6" 14'-6" 14'-6" 14' 6" 14'-6" .040 16-3" 15'-3" 16'-3" 16'-3" 16'-3" 16'-3" DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 10, 208 30ps1 DURALLIM PRODUCTS, INC. SCALE: NONE GOMIv1ERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS HORIZ. WIND: 8269 ALPINE AVE, SACRAMENTO. CA 95026 REVISED BY: K K. 8 0.P. RANCHO CUCAMONGA. CA (951)741-2107 90. 1009 110 MPH I-., PAY - l,Q SHEET 4 OF 30 PANEL FASTENERS 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 10 #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. 90/100/110 MPH EXPOSURE B & C i� G)ui i I �. Exp.2J1 110 -MPH kp CIV} \Q. #14 S.M.S. \ F #14 S.M.S. i #14 S.M.S. 12" x 3 1/2" W PANEL L.L.= PSF 90- MPH 100- MPH 110- MPH 90- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. #14 S.M.S.RRR 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. DURALUM PRODUCTS, INC. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. PANEL FASTENERS NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER —^�-- quote^6- r 6 0" 1 Mo" 110 -MPH L.L.= PSF 90- MPH 100- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S.RRR 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. DURALUM PRODUCTS, INC. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. PANEL FASTENERS =x2 1 /2:FLA-T—PAN,W/(2)-VS------ 6=/ 8_j —^�-- R F..VISFry 'KK Rf1P DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 a 3o ps1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2101 PANEL FASTENERS HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 6 OF 30 R F..VISFry 'KK Rf1P 9o. 1008110 MPH wlai nr4.�m1 cnv am.�aln �ai�=r1.l��rwl��r.. .-..r.� RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B '& C �) 2 Qy�QS If- E 3 6 5 3 0.. 8 p.. "'( ►� r 'cfiu,I� C^� I. Cq�l—MA.x —� 2c �-- — 024 !1/ .042" / r 032"" .024" 032" PLUM ALLOY 3004-H36 ALUM. ALLOY 3004-H36I i �� o 1�2� s OR EQUAL OR EQUAL :t� Exp. x \� ALUM ALLOY 3004-H36 SEE NOTE BELOW �Is� C �L OR EQUAL SEE NOTE BELOW 2 x 6 1/2" RAFTER ' cm c DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER L.L.= "T" u 90, 100 & 110 MPH \ L.L.= "T' m u 90, 100 & 110 MPH L.L.= "T' 'S 90 & 100 MPH 110 MPH a (PSF) (I N.) � o EXPOSURE B 8 C {PSF) (IN.) o EXP. B & C EXP. B EXP.0 (PSF) (IN.) N o EXPOSURE B & C 16" 14'-11"024 16 21'_1" 042 16 28'-5" 28'_5" 27'-B" 024 24" 17 2, 24" 23'_2" 23'_2" 22'_6" 24" 12'-2" 10 10 16" 20'-1" 16" 28'_6" _F 24" 16'-5 1b 032 .032 24 23._3.. 16" 24'-10" .024 18 15'_3„ 042 16..20'-6" 20'-6" 20'-6" .042 24" 20'.3" 20 24' .. 12,_5 20 24.. 16,_9.. 16,_9.. 16'-9., 16" 10' 10" 16" 20'-7" .024 032 24" 8'-10" 24" 16._t0.' 16" 14'_7.. 16" 13'_9" 16" 18'-6'* 18'_6" 181-61, 20 .032.024 .042 24" 11 _11 30 24.. 11._2.. 30 24" 15'_1' 15'_1.. 15'-1" 16" 18'-0" 16" 18._6" .042 .032 24" 14'-8" 24" 16" 9'-8" .024 24" T-11" 16" 13'-1" 30 .032 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED 24 101-81, AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 16" 16'_2" .042 24" 13'_2.' TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 1 17 1B 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' — — — 9 9 10 10 11 11 12 12 13 13 14 14 15 5' — — — — — 11 11 12 12 13 13 14 14 15 15 16 PROJECTION OH I SPAN h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN + O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 1 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5'0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 & 30 psl DURALUM PRODUCTS. INC. SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 R F.vIAED RY K K & 0 P 90. 100 & 110 MPH 1o�F� ay.7m� cnx am.�a.a =al=vtdd-�I,m mm SHEET 7 OF 30 HANGER.CHANNELS AND MOUNTING BRACKETS �ALUNI. 3004-1135 1.50„ 06 " / t= 0.04' .010"x90" 002 / V - ( ) r it co 0 0 .563".7/ M .281•• `O o WALL N FASTENERS ALUM.ALLOY 060" 6063-T6 1.75" RO ORMED•HANGER C EXTRUDED HANGER CHANNEL 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 EAVE__ -T- SEE TABLE BELOW OVERHANG I I EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE .25"R ___G Al 14 SMS a0 PANEL LOCKS OR 08 SMS AT EA. CONTACT WIND 'AT 2x FASCIA 20 �� DESIGN Wl SIMPSON A35 CONTINUOUS A. RAIL OCCURS) i ROOF PANEL (WHERE LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ALUM:ALLOY A BorD N 6063-T6 014 SMS @ EA CONTACT w WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER CC 2.740" T=.060" WALL FASTENERS SEE TABLE y APPROVED'3" OR 4" INSUL. ROOF PA14EL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA. WALL ( STUD, MASONRY OR CONC.) WIND 'AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN Wl SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=20 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD BorD ' E E E J J K 110 D I BorD BorD I E E I E J J K DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) ct A=3/8"O x 1 112" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE - ONCRET -LU0 LU 0 8=3/8"O x 1 1/2" @ 8" O.C. 'K=3/8" 0xl 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE w¢ C=7/16"O x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 U) xi 1 1/2" @ 12" O.C. 24" O.C. L4D=7/16"O <�� E=3/8"0 x 4" @EACH STUD 25-0" F=7/16"O x'4" @ EACH STUD EXIST. RAFTER 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16" U -BRACKET 8"0 STEEL ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2" x 4" FULL Oil 1G" O.C. V-6" 16'-8" 13'-10" 9,_311 2'-0" 11'-8" 8'-8" 5'-10" 2" x 4"1'-6" FULL 24" O.C. 10'-8" 8'-3" 5' 6" 2'-0*' T-0" 4'-6" T-0" 2"x G" FULL OR2'-0" 2"x8" NOTCHED 24" U.C. 17' 6" 14'-0" I 9'-6" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25-0" 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"Ox5" 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 w N O 0 O .Zl A N O 0 #14 SMS T&B F- AT 12" O.C. 0 1 1/2" 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16" U -BRACKET 8"0 STEEL 0 114"0 HOLES,TYP. 3/4' OR 1 1/2" 0 NOTE PROVIDE WATER 8' O PROTECTION, METAL FLASHING I 2" x 6 1/2" OR O r CAUCK JOINrS AND SLOPE O I 5" MIN. 3" x 8" ALUM. I TO DRAIN I RAFTER TYPICAL BRACKETAT EVERY 2r. — 1 114" _J'/4 " OR 1 1/2" i FOR SPAfl SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH y L.• 2s6 OR 2•8 LEDGER 2 EACH 114"0 x 3-1/2" LAG SCREWS L.L.=10 s( RAPIER 2 EACH 7116"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psl ptltnxt 314" (2" MIN,.PENETRATION INTO (3)-#74x3112 WS pAlIi4xIIIO /4 EXISTING WOOD STUD) ER RAFTER TO WALL CONNECTION O NOTE. PLACE "SIKA FLEX "OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL 0 BRACKET CONNECTION PIOT E: BRACKET MAY BE ,.'ETED BELOW RAFTER WI SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. UVE HANGER CHANNEL LOAD = PAllO COVER SYSTEIJI AS fvIFG. BY: DATE 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 2 D0830 ps1 URALUM PRODUCTS. INC. SCALE: N014E AND BRACKET HORI7_ VIAND = 18269 ALPINE AVE, SACRAMEN10, CA 95826 RFVISFD R1" K Y. ° D P RANCHOCUCAAdONGa, CA (951) 741.2107 ATTACHMENTS 90 100 & 110 MPH ", ev.vm+ —1-111n - SHEET 8 OF 30 COLUMN /POST T�YgPES­&--S.URFACEyMOU-N=T�A-TTACHMENT -DETAILS 3'— 2 - �� { � 3.00" SQ: �� � 3.00" SQ. � o . �I 3.00"SQ. I~ _ 024' #10 SMS jI I I N PG .=3 So.xt=.188 032' @24"O:,C. I ,I1 .00j— I a II F F _�� EA. SIDE o H=3"SO.xt=.250"�I � NK =4"SO.xt=.188 6.5" 3" O U - c II 032" 14"R =5"So.x1=1188" TYP. .040" ALUM. .0'4'8"STEEL 032" _4 3.0".4.0" OR 5.0" e� O� O 5/B" PLASTIC PLUG 3" SQ. ALUM. POST 3" SQ: ALUM"POST• 3 Q. A --M--POST MAG POST SQUARE WITH SIDE PLATES OD ALl�7M. ALL 3004-H36 3" SQ. ALUM. POST 'STEEL•POST ALUM. ALLOY 3004-H36 o,3'''SQ=STEEL`POST ALUM. ALLOY -3004;H ASTM A36 GRADE 40 >. • � !A .4 A653 RADE_40�' ALUM. ALLOY 6063-T6 ... - ALUM. ALLOY- 3:00"`OR""y v- 2. 0 6063-T5 2.4.0" 1.375" 7/16"OHOLE \111 56" 2 FLANGES O 2 1/8" APART 75" O ASTM GRADE 36 STEEL 5" 2.5 0 .75" 75" BASE FLARES 4 t57" , TO 3"WIDE EA. 1 .60" TYP. a SIDE OF FLANGES 1.50 USE FOR 3" INSTALL WASH. PLATE .Q9Q" TYP. POST ONLY 1%" x 5/16" x 5Y," WHEN USING (C. 1-7/16"fJ HOLE IN 110 MPH WIND AREAC 2-3/8" HOLES .090" BRACKET FOR 3" POSTS . 12- 5/16"0 HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP— _ _ _. _ _ _�_ - _ __ —-------- -• - - .._ 3 -3/8': LAG SCREWS OR-___ 1 J �4�-1/4" LAG SCREWS IAM (I Q (2.5" PENE. INTO EA. STUD) eE- y <L �i-cq I j W\ -�- � ll~ No. 3794 rn r ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET I - DRAIPM 8'i: K.K. - - TOM CAMPBELL 8 ASSOCIATES, INC. LOAD = PATIO COVER SYSTEM AS MFG. BY: - DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN i 10, 20 8 30 psl DURALUvI PRODUCTS, INC. - SCALE: NONE RF.vIRF.D RY K K R D P RANCHO CUCAMONG.4, CA (951) 791-2107 I POST TYPES I HORIZ. V11ND = I 8269 ALPINE AVE , SACRAMENTO. CA 95826 - .1VE 90. 1003 nO MPH r9u1 asz7ml Fex em.1410 �moonn��.al„m �,.,,. SHEET 9 OF 30 COLUMN/ POST TYPES & SURFACE MOUNT -AND -EMBEDMENT DETAILS j ALUM"T"BR ACKET USE WITH POST � POST TYPE B.C.D. ORE _• STEEL POST -ONLY: , "T" BRACKET I STEEL "TBRACKET USE WITH ; (� USE POST TYRE, (3).5/8-0 BOLTS V L 3"SQ. POST WI POST TYPE B,C.D.E F.G,H.J OR K I F. -G, H. J OR K FOR POST TYPE J _ 3"SQ. POST (2)-#12 SMS EA. 3" SO. POST ALUA1 -r-BRACKET. I " USE (2)-3/8'0 HILTI I 4 5 SIDE OF POST OR KVNK BOLTS OR EQUAL I 1/4" M.B. THROUGH STEEL "T"BRACKET; 112 DEPTH OF I 1 .FOR /A OTHER —{ 16"INSERT POST SEE NOTES BELO%V USE (2)-3/8"fl HILTI K4NKj / FOOTING OR I I CONDITIONS 415•• x .188" BOLTS OR EQUAL / 12" MIN. EMBD I I I ASTM A3, (2)-3/8"0 HILTI "KWIK— ( 2" MIN EMBEDMENT DEPTH i I 1 STEEL BOLTS, OR EQUAL. EACH FOR KWIK BOLTS / I , ., ;7,m T.O C BRACKET TO SLAB. MINIMUM DISTANCE TO (�(� k.(��� �I I I w f 950 BASE PLT. EDGE OF SLAB = 2-1/2" d ASTM A572 STEEL DE TH n = 3/16" SLAB SHALL BEIN a POURED CONCRETE uVi f GOOD CONDITION FOOTING sEE NOTE .. •'� "•.••' o OR POST I LJ FOR SIZE (1)-1/2"OM B OR 4" SO. POST (STL 1 3 1/2" MIN. SEE FOOTING I x9" LONG. 1 SOUARE y SCHEDULESQUARE— FROM END SEE FTGS, / INSERT O O OF POST —I(PL.5/8"THK. EXISTING SLAB 3" SO. POST TO CONC. FOOTIN G SQUARE POST EMBED. ;g NTO-FOOTING 1 v ATTACHED ALTERNATE FTG CUBE SIZE SO 18" DEEP ' CUBE FTG 18" 18" SO. 12" 20" 21" SO. 12" 22" 25" SO. 16" 24" 28" SO. 20" 26" 32" SO. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SO. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SO. 37, 40" 60" SO. 39" 42" 64" SO. 41" 44" 69" SO. 43" 'CUBE FOOTING W/ 3 112" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" S 24" CUBE (2)-1/2"0 3 1/4" 25" - 30" CUBE (4)-1/2"0 3 1/4" 31" - 34" CUBE (4)-5/8"0 4" I 35" - 39" CUBE 1 (4)-314"0 I 4 3/4" 40" - 42" CUBE (4)-3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2, POST TYPE E .INSTALL WASHER PLATE. 2" X "XO'- "ATSTEEL"T' 61RACKET. 3. POST TYPE F DO NOT USE STEEL "T' BRACKET WIT' I-BEAIvi. WELDED STEEL BASE PLATE (� PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SO.; SIB., I B. C. D. F. G. 8 H �,/ - .1 r I FREESTANDING I''l1) U )I i:ilu� BASE PLATE ANCHOR FESS/p/V ~ No. 37948 Exp31-3 BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH ) NOTES: ALL COMPONENTS ARE INTERCHANGA13LE UNLESS OTHER WISE NOTED DRA"N BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: COLUMN DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 208 30pst OURALUM PRODUCTS, INC. SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE, SACRAMENTO. CA 95826 RFVIBFn Ry KK F.nP 90 1008110 MPH 101R1aS7.7f171 FaY.1fri-1510 SHFFT 1n nF 3n HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SO. ~I 2.00" 1.79" SPLICE WHERE OCCURS SPLIWHERE OCCURS SPLICE WHERE OCCURS �I� •01.11f— I� - f1 —.73" 2.57" ---I}— 2.19” I r 4. I 2.04' .065" TYP. 4.6" ,075" TY P. ^„R .048' TYP, 4 2 04'• —:] _—F 2.93" TYP. 3.0-1 .28" 4.0000- � ASTM A653 GRADE 40 — 2.7" ,038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063•T6 O ALUM. ALLOY 6063-T6 D O 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3 -`SQ STEEL BEAME 3� I— 3" — SPLICE WHERE 4" SPLICE WHERE—� - 6.5.. 1 2•• f— ,024" — 3„ 6.5.. — MAX.—2" 1— 1 G �`2 11 B.0°' OCCURS — 070„ TYP OCCURS — —110" ,032" 042" y_ .032�� ` TYP. i I 1 f I�I ALUM.ALLOY ALUM.ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ORO QUAL 3o64 -H36 6063-T6 O• 6063-T6 O I J I J O 4`I BEAMS 7" I -BEAM _ 2 x 6�RAFTER - _ -- DBL. 2 x 6.5 BEAM — _43-x--8-BEAM 3.0" 1'.25" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 5 4" I -BEAM = 7x 2 3/4" x 16 GA. STEEL C -BEAM ( u 3„ 8.. I� MAX. I 3" I f 625" y 042" I �. f • Y II ?i ii $„ ' 042" —� �— T= 14 GA. 7.875" 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEELY s . ASTM A653 GRADE 50 � • �4 �� � L_:_,_ J 11 625" C"31 ti W� _l � F- � i�' ALUM+ALLOY3004-.H3 L OR EOUAL� I O ALUM. ALLOY 3004-H36 OR EQUAL ., O I �I. 2.875" ,,.•,. . , u.l NC, ,� r ;)-�$ rr Exp. 31 I_• (67-8 BEAM VV/ STL INSERT �••---'— I DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL INSERT CIV11- i DRAWN BY. K.K. DATE: 5/05/2009 TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES LIVE LOAD = 10, 20 8 30 psf PATIO COVER SYSTEM AS A4FG. BY: DURALUM PRODUCTS, INC. . ey 5 • SCALE: NONE RFVIRFD RY' K K R D P RANCHO CUCAMONGA, CA (951) 741-2107 H. 100 "IND = I 90. 1008 110 MPH 6269 ALPINE AVE., SACRAMENTO. CA 95626 SHEET 11 OF 30 M, f01R1 dSJ.7(1�1 FAS dM-'IS1Q camcsld, nalnm rnm y OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM OR HARDBORD ) 2-014 x 1/2" S.M S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTER14ATE: 1/4"0 BOLT Wl WASHER EA. SIDE OF Y SO. POST JOJ 1 AAPPJ 3" SO POST .I 235" I- /� 2414 x 1/2' S.M.S. EACH SQE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT WI WASHER EA. SIDE OF 3" SO. POST 3" SO, POST GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM BEAM TO POST CONNECTION DETAILS x 8" x.042" BEAM, - - AG BEAM.L OR J \)4114 S.M.S.-EA._SIDE (4) -TOT. 914 S.M.S. TOP & BOT`2)-TOT. #14 x 1I2M.S. TOP /& "OTT. (2) -TOT. 1 114" T\ ROOF,PANEL _ 4" 6112" 14 ROLLFORMED OR EXTRUDED GUTTER (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X TOP & BOTT. TOT.=16 tt1a SACS. @12"O.C. r .024 RAFTER RAFTER "TAIL' TO GUTTER 15 ' X 3" ALUM. OR _ _ r TEEL POST H - BRACKET TO POST 13 I ALUM. ALLOY 3003-1-124 28" 018, P� 2"x3" LATTICE TUBE C#B x 2 "SMS, 2 1/2" OR 3 1/2", TYP. i 1 1;2" OR 2" SO. OR 2"x3" LATTICE @ 3-O.C. MIN. UP TO 7-O.C. MAX. ;E TUBE TO RAFTER 17 10 ALUM. ALLOY 3003-H24 1.50" 1.50 .28" �= 2" 211 Ute_, 1 1 1/2" SQ. OR 2" LATTICE TUBE 2 _ r w I No.7948 r—� m . of � ` Exp .3 `� IT civic I A, 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER 1 1/2" t = .040" a 6063-T6 t = .040" 3004-1-136 ALUM. (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER 7 ( (4) -#14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM 1 8 DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. BEAM 1)O POST I ' LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE' 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. ATTACHMENT HOR12 WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SCALE; NONE RANCHO CUCAMONGA, CA (951) 741-2107 90. 100 8 110 MPH m1A� 4a1.7m1 Fnx dMn510 aaI—m 6—I— rnm g SHEET 13 0E 30 RF.VISFO RY' K K R D P SPLICE DETAILS SIMPLE SPLICE 3" -►-I I FULL MOMENT #12 S.M.S (24 TOT�Y BEAM TO POST DETAILS (2)1110 S.M.S na EA. VALLEY, TYP. I I I I -F+ + + + + -F+ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-1-5 FOR EXTRI.1rl=^ OR 6063-T5 FOR EXTRUDED -E ___ __ NOTE: USE SII1•IPLL= SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR ` —NOTCH I -BEAM FLANGE IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECTWEB (6061-T6) ALTERNATE I I TO POST W/(2)-1/2••0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. THRU-BOLTS I �l L. C -BEAM Y-1 TOTAL= (8)-1/2"0 BOLTS .. _ 1.00° . O�ECnrOn'� SO. POST 1 Cd 'Y r BEAM TO POST CONN. SPLICE WHERE an OCCUR$ _.070' TYP. ALUM. ALLOY 60G3 -T6 1-1611-11,11- 4" 6111,1r-- 4" I -BEAM 3'-0" MOMENT C -SPLICE G) S �1M Lu F -No. I. ;413 rrn - 3. �ip Cl IL NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPUCE 1A44 OCCU ALUM. ALLOY 6063 -TG 7" I -BEAM ORAVIM BY: K K DATE 5/05/22009 SCALE'NONE RFVISFII RY KK F n P MOMENT C -SPLICE TOM CAMPBELL 8 ASSOCIATES. INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS PANEL #12 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @ 8"0 C. jAAX. STAGGER IN BEAM FLANGE 4'•x3" ALUM. "I" SM. OR / (4)-114"0 M.B. BEAM 7"x4" ALUM. "i" BfvI. J TO BRACKET 2- 3/8"0 M.B. TFIPU STL. "T" BRACKET TO POST. POST. SEE SCHEDULE � ALTERNATE BEAM TO POST CONN. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 10. 20 z 30 psl DURALUM PRODUCTS. INC. HORIZ. WIND = 8269 ALPINE AVE. SACRAMENTO. CA 95826 90 100 R 110 MPH 11-11, -1-11 — —.15/o ,,— I SHEET 12 OF 30 II I _ I I TYP. THICKNESS = .035 I I + + �i + + 6 39" FULL MOMENT #12 S.M.S (24 TOT�Y BEAM TO POST DETAILS (2)1110 S.M.S na EA. VALLEY, TYP. I I I I -F+ + + + + -F+ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-1-5 FOR EXTRI.1rl=^ OR 6063-T5 FOR EXTRUDED -E ___ __ NOTE: USE SII1•IPLL= SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR ` —NOTCH I -BEAM FLANGE IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECTWEB (6061-T6) ALTERNATE I I TO POST W/(2)-1/2••0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. THRU-BOLTS I �l L. C -BEAM Y-1 TOTAL= (8)-1/2"0 BOLTS .. _ 1.00° . O�ECnrOn'� SO. POST 1 Cd 'Y r BEAM TO POST CONN. SPLICE WHERE an OCCUR$ _.070' TYP. ALUM. ALLOY 60G3 -T6 1-1611-11,11- 4" 6111,1r-- 4" I -BEAM 3'-0" MOMENT C -SPLICE G) S �1M Lu F -No. I. ;413 rrn - 3. �ip Cl IL NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPUCE 1A44 OCCU ALUM. ALLOY 6063 -TG 7" I -BEAM ORAVIM BY: K K DATE 5/05/22009 SCALE'NONE RFVISFII RY KK F n P MOMENT C -SPLICE TOM CAMPBELL 8 ASSOCIATES. INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS PANEL #12 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @ 8"0 C. jAAX. STAGGER IN BEAM FLANGE 4'•x3" ALUM. "I" SM. OR / (4)-114"0 M.B. BEAM 7"x4" ALUM. "i" BfvI. J TO BRACKET 2- 3/8"0 M.B. TFIPU STL. "T" BRACKET TO POST. POST. SEE SCHEDULE � ALTERNATE BEAM TO POST CONN. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 10. 20 z 30 psl DURALUM PRODUCTS. INC. HORIZ. WIND = 8269 ALPINE AVE. SACRAMENTO. CA 95826 90 100 R 110 MPH 11-11, -1-11 — —.15/o ,,— I SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION 1 1/2" OR 2"LATTICE ALTERNATE '1/2" BOLT CONNECTION 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3"STL.POST COLUMN FOR FREESTANDING _ #8 SAI.S. DOUBLE RAFTER - PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) I- 100 I ALTERNATE: (2)-2x6.5" OR \ (2r x8"HEADER `- (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE � LATTICE 1 1/2" OR 2" 2"x6.5'• OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT i ALTERNATE: j 2)- #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER I 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 BEAM.SP.LICE TO SER 5/8" 0 PLASTIC 'OCCUR. DIRECTLY OVER__- ---POST. NOT PERMITTED PLUG WHERE 6*S6REWS 'I °O 2 -POST UNITS SCREWIS'INSIDE (EDPER-SIDE I \\ 5"5" #14 SMS MAY o- BE USE AS ALTERNATEi 3.5" o o- 3.5" 1/4"0 BOLTS3.5" 3.5" o- 8" BEAM 5" I .5" (SIDE OREESMs-EA. I ji .I . 6 1/2" SIDEPLATE EA. \,#~4 SMS EA. SIDE It i SIDE SEE POST SCHED. TOP, MID,HEIGHT AND,BOTTOM. LYSQ. POST BETWEEN SIDE,PLLATE BEP;MPOSTCONNECTION, v N POST SH I21' t 3" SQ. x.032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032 W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB_ONLY USE ON CONC. SLAB OR FOOTING EXIST. SHEATHING J • I J Q 2"x6" LEDGER (NEW OR EXIST.) w (2) 3/8" LAG SCREW . r/ (f.rc�• r rNi I '< C-9 { ! 1 O_ �( 7 Exp civi EXIST. j 1" STUCCO OR EQUAL 2.5" PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: K.K. TOM CAMPBELL s ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYS -1 EM AS MFG. BY: DATE 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 .°. 30 psl DURALUM PRODUCTS. INC. SCALE NONE RANCHO CUCAMONGACA (951) 741-2107 CONNECTIONS HORIZ `MND = 8269 ALPINE AVE . SACRAMENTO, CA 95826 RFVISPn Rv I« .:, nP 90 1008110NIPH MIS1 d47.7n91 cr,v em.lsro � j, r­n...,l,,m rnm SHEET 14 OF 30 10#' L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL &ASSOCIATES, INC. SOLID 7" I -BEAM DBL. Yx8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 311x8" BEAM w/INSERT DATE. 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 8 30 psl DURALUM PRODUCTS, INC. / OR 3"x8' BEAM SCALE NONE RANCHO CUCAMONGA. CA (9511 741-2107 AND ATTACHED la—•F O 0 Z m U _5 rs—� o MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 0 Z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x B" SPACING �? r FTG MIN POST FTG MIN. POST FTG. MIN POST FTG.'MIN. POST FTG. MIN POST FTG MIN. POST FTG MIN POST FTG.MIN. r g N p - (IN.) TYPE (IN.) TYPE (IN.) TYPE IN ( ) TYPE 2" x 6.5x.032" BEAM IN ( ) TYPE IN ( ) TYPE v t ) TYPE INPOST ( ) TYPE 4' 17'-0" 28'-10" 38 G 23 B 19'-2" 38 G 20 B 13'-7 13'-7" 32 F 23 B. 24'-9" 38 G 23 B 4' 5' 13'-7" 25'-10" 38 G 24 B/E 17'-2" 32 G 20 B 12'-1" 12'-2" 32 F 24 B 22'-2" 38 G 24 B 5' 6' 11'-4" 23' 7,. 38 G 25 B/E 15'-8" 32 G 21 B 1 r r' 1 r r 29 F 25 B 20'-3" 38 G 25 B/C 6' 7' ,' � 9'-8" 21'-10„ 38 G 25 B�E 14'-6" 32 G 22 B 10'-3^ 10'-3„ 29 �G 25. B 18'-9" 32 G 25 B�/C 7' 8' 8'-6" 20'-5" 38 G 26 B/E 13'-6" 32 G 22 B 9,„i _ 9,_7„ 29 G 26 B 17'-6” 32 G 26. B/E g 9' 7'-7" 19'-3" 38 G 27 E/ 12' 9„ 32 G 22 B 9' 1" 9'-i"` 29 G° 27 B 16'-6" 32 G 27 B/E `91 . 10' 6'-9" 18'-3" 38 G 27 EX 12'-1" 32 G 23 B 8'-7" 8'-7" 29 G 27 B 15'-8" 32 G 27 B/E 10' 6'-2" 17'-5" 32 G 27 E/F 11'-6„ 29 G 23 B 8'-2" 8'-2" 29 G 27 B 14'-11" 32 G 27 B/E 11' 12' 5'-8" 16'-8" 32 G 28 E/F 11 1„ 29 G 24 B 7'_10" 7'-10" 29 G 28 B 14 _q 32 G.` 28 B/E 12' 13' 5'-2" 16'-0" 32 H 28 E/F 10'-8" 32 H 24 B 7'-6" 7'-6" 32 H 28 �B '13'-9" 32 { -28 B3E 13' 14' 4'-10" 15'-5" 32 H 29 � 10'-3" 32 H 24 B 7'-3" 7'-3" 32 H 29 B 13'-3" 32 H 29 B/E 14' 15' 4'-6" 14'-11' 32 H 29 E�F 9'-10" . 32 H .. 24 B 7,_0„ 7,_0„ 32 H 29 B 12'-10" 32 H 29 B�E 1 16' 4'-3" 14'-5" 32 H 29 F 9' 7" 32 H 25 B 6,-7 61_91, 32 H 29 B 12'-6" 32H 29 B/E 16' 17' 4'-0" 14'-0" 32 H 29 F 9'-3"' 32 H 25 B 6,-2„ 6,_7 32 H 29 B 12'-0" 32 H 29 B/E 17' 18' 3'-9" 13'-8" 32 H 30 F 9'-0" 32 H 25 B 5'-10" 6'-4" 32 H 30 B 11'-8" 32 H 30 B/E 18 19' 3'-7" 13'-3" 38 H 30 F 8' 9" 38 H 25 B 5'-7„ 6,_2„ 38 H 30 B 11'-4„ 38 H 30 B/E 19' 20' 3'-4" 12'-11' 38 H 30 F 8,_7„ 38 H 26 B 5'-3„ 6,_1„ 38 H 30 B 11'-1" CI 20' POST F MAX HT.= B' FREESTANDING ONLY 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 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I 1LLJ Cs .... i8 M E<p.3,2ql�� t DRAWN BY. K K. TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM ASM ' 13 , DATE. 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 8 30 psl DURALUM PRODUCTS, INC. / • SCALE NONE RANCHO CUCAMONGA. CA (9511 741-2107 AND ATTACHED HORIZ `IND = 8269 ALPINE AVE. SACRAMENTO, CA 95626 SHEET 16 OF 30 REVISED BY. K K. 8 D P. .. 90. 100 & 110 MPH Mirt 457.7071 Fay dfl ,. io o,i.vnlA„ral„m �,.,,, 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C r 6.5" ROLLFORM 4" I-BEAM 4.5111 MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM Z) p MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHE( E3 3 SPACING ON SLAB SPACING SPACING SPACING SPACING SPACING FTG. fv1IN. FTG MIN FTG. MIN. FTG MIN. FTG. MIN. FTG MIN FTG. MIN. FTG MI(J FTG. fv11IV. FTG MY POST POST POST POST POST POST POST POST POST PO: (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN ) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN-) TYI 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 E 5' 13'-7" 12'-4" 32 F 20 B 1 6-3" 32 G 22 B 12'-5" 32 F 20 B 11'-8" 29- F 20 B 12'-2'' 32 F 21 E 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 I 11'-1" 29 F 22 E 7' 9'-8" 10' 5" 29 G 21 B 13'-10" 32 G 23 B 10'-6" 29 G I21 B 10'-0" 29 G 21 B 10'-3" 29 G + 23 E 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 E 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 E 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 E 11' 6'-2" 8'-4" 29 G 23 B 11'-0" 29 G 25 B 8'-4" 29 G 2 B 8'-0" 29 G 23 B 8'-2" 29 G 25 E 12' 5'-8" 10'-6" 29 G 25 B 7'-8" 29 G 23 B 7'-10" 29 G 25 E 13' 5'-2" 10'-2" 32 H 25 B 7'-4" 32 H 23 B 7'-6" 32 H 25 E 14' 4'-10" 9'-9" 32 H 26 B I It;i U il, 7'-1" 32 H 24 B 7'-3" 32 H 26 E 15' 4'-6" 9,-5n 32 H 26 B 6'-10" 32 H 24 E3 T-01. 32 H 26 E 16' 4'-3" 9'-2" 32 H 26 B �� �P' 6-8" 32 H 24 B 6'-10" 32 H 26 f 17' 8'-10" 32 H 27 B CD e m 6'-5" 32 H 24 B 6' 7" 32 H 26 � 4'-0" 18' 3'-9" 8'-7" 32 H 27 B \ s't Exp. 3 6'-3" 32 H 25 B 6-5" 32 H 27 19' 8'-5" 38 H 27 B 6'-1" 38 H 25 B 6'-3" 38 H 27 3'-7" 20' 8'-2" 38 H 27 5'-11' 38 H 25 38 H 27 3'-4.. POSTIF MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGUR E INDICATES EXPOSURE C WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S OWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY K K TOM CAMPBELL & ASSOCIATES. INC. SOLID I POST SPACING TABLE LIVE LOAD = 70, 20 8 30 PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS, INC. DATE: 5/052009 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDIN)e psf HORIZ. WIND = 8269 ALPINE AVE . SnCRnt�1EN70, CA 9502G SHEET 15 OF 3( REVISED BY K K E D P RANCHO CUCAMONGA, CA (951) 741-2107 A140 ATTACHE .,, .. , .. 90 100 8 110