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09-1121 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T,&t 4 4 Q" Application Number: 09-00001121 Property Address: 47815 DANCING BUTTERFLY APN: 649-030-069-101 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 2727 Applicant: Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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 rof 'onals fode, and my License is in full force and effect. License Class: C51 i se No.: 4 9379 ,-,Qr TJntractor: OWNER -BUILDER DE RATION . I hereby affirm under penalty of perjury that I am exempt from the Co ractor'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 0500).: (_) 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 ISec. 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, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: q i 'I�y Lender's Address: 31 LQPERMIT Owner: KATHY ROOD 47815 DANCING BUTTERFLY LA QUINTA, CA 92253 ( Contractor: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRAD. BERMUDA DUNES, CA 92203 (760)863-4335 Lic. No.: 449379 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/23/09 �p la u OCT 2 3 2009 CITY OF LA QUINTA FINANCE OEPT. ------------------ 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 law of California, and agree that, if I should b me subject tAth! rs' com ensation provi ' ns of Section /Y3700 of the bor Code, I sh orthwith crhos ions. D �/ b pplicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNL UL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE H DRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agre 'to comply all city and county ordinances and state laws relating to ing constructio a hereby au o e repre ryes of this c un toe ter upon the above-mentioned prop rty r inspectio p p ses. te:�i ature (Applicant or Agentl: Application Number . . . . . 09-00001121 Permit PATIO COVER PERMIT Additional desc .'. Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2727 Expiration Date 4/21/10 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments 205 S.F. LATTICE ALUMAWOOD SHADE STRUCTURE. 2007 CODES : ----------------------------------------- Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged -------------------- Paid Credited -------------------- Due ----------------- Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total- 35.10 .00 .00 35.10 Other Fee Total. 1.50 .00 .00 1.50 Grand Total 90.60 .00 .00 90.60 LQPERMIT -;r CIT' OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT /0' LS61 BYJ44a— %ffifflw,40, 47815 DANCING BUTTERFLY EXISTING RESIDENCE PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE PROPERTY LINE APP VED BY PLANNING DEPnAR NT ay DATE �� • `i' ZXHIBI s CASE NO. I ENTRY I r GARDEN WALL GARAGE DRIVEWAY 24' - 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; -Q1 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 ticampbelW( charter.net.should you require additional information. Sincerely, �� '� 1. C CO zo CD ~ No.3 r Exp. 3J Tom Campbell, PE CIVIL Site Information Owner's Name Address KI City/Town - 1,A J2 V t N(t4 - State Bin # Submittal City of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ��,� OR, 78 Project Address: 75 ©f;Ne-rN� BU�f e-r fLV Owner's Name: K,�-�c-t� Rom A. P. Number. Plan Sets Address: 4f 7 ei 1 69 MCl RC1 g J L Legal Description: Plan Check submitted City, ST, Zip: Contractor: L, U(,V r-,Pf P q-7'/ L) C-0 - Telephone: - Structural Calcs. Address: 1/0 - ( 3 3 (f1+ LL O /qjq jE� ti TJLt} d Project Description: City, ST, Zip: ( /,U of O C'.- A- a2,p j �L v vY►Kt t.uo��j s y Z� cT� Telephone: 7 6,9 - S 7 q 3 State Lic. #: -q 3 7 7 City muc. #: 9 9 / (P S Truss Cales. Arch., Engr., Designer: Called Contact Person Address: City, ST, Zip: Telephone: Construction Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: Flood plain plan Name of Contact Person: W O L Sq. Ft.: Stories: # Units: Telephone # of Contact Person: '� Cb0 - 5 -7 (4 - / O'13 Estimated Value of Project: iZ D p o 0--P APPLICANT: DO NOT WRITE BELOW THIS UNE # 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 Cales. Called Contact Person Plan Check Balance Energy Cities. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Subcoutaetor 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 Fcc Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING -CODES": �'� 1. THE DESIGN COMPLIES WTH THE 2006 INTERNATIONAL 6UILDING-CODE`2006 INTERNATIONACRESIDENTIAL CODE?2007 CALIFORNIA -BUILDING -CODE, ASCE/-EI_7_OS_MINIMUM DESIGN-LOADS-FOR_BUILDINGS_AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT z 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 HM.0 0 W)oq DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: '90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. 13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DU ALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951j 741-2107 GENERAL NOTES HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 REVIRED BY' K K. & 0 P. AO 10f1R110 MPH (A1A1 dF9-7n7l FAX d(li-t F'IA caloc(nlr4,rah,m mm RAFTER, SEE TABLE Fk/ST FOR SIZE OPEN LATTICE TYPES /N ' AND SPACING ""' F Sl/N .• NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD. MAX. PROJ. GB' MAY NO T BE ENCLOSED OR COVERED. SEE SCHEDULE SEE SCHEDULE <pN MAX. O.H. G RAFTER. SEE TABLE 256OF SPAN �' FOR SIZE �O,cp'1.r O • AND SPACING OSTs gchgNc as Mqk _ NG &OFpO-cR 25%O SPAN I pSTS,oyNG POST HEIGHT \CE qC/Np SEE SCC EDULE \ 'C1 O. Ci PO SEEST HEIGHT ® CH DOLE �C'� C / •O 6 LENGTH OF STRUCTURE VARIES HgyG Q 16 POST WITH SIDE- Q`'FRygN PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES PO IWllllll SFFT S,oq gB�FC/NG p POST WITH SIDE - 3 1/2- SLAB ATS 6 HMENT S QST PLATES SEE TAIL NOTE: EACH COMPONENT IS INTER- PosT MAY BE USE PERMITTED ERE FFTge(FO/VG CHANGEABL&WITH ANY OTHER SFFT S'qO II SEE SCHEDULE COMPONTENT UNLESS'OTHERWISE SHOWN. as/F /Np l 31/2- SLAB ATTACHMENT 7� OTE: EACH COMPONENT IS INTER- POs MAY BE USED WHERE FOOTING WHERE REQUIRED, E_ - S TS SEE SCHED:_F R FOOTING C GEABLE WITH ANY OTHER F q P / SEE SCHEDULE OPEN LATTICE-TY�E.PATIO COVERw ._� TENT UNLESS OTHERWISE SHOWN. FT e�F°Nc I-, NOTE;,ITHIS OPEN LATTICE -TYPE STIR FOOTING WHERE REQUIRED. -- sSwSCALE: NTS - .MAV NOi..BE_�`NC�OSED OR �s®„ SEE SCHED. FOR FOOTING CUBE SIZE TYPE "EI A TACHED SINGLE.SP_AN-LATE STRUCT % TYPE "FII ATTACHED MULTISPAN LATTICE STRUCTURE C7 111 A� O b 1009 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE Lu NO 37 48 1 MAY NOT BE ENCLOSED OR COVERED. MAX. PROJ. m MAX. PROJ. RAFTER, SEE TABLE FOR SIZE SEE SCHE U E NOTE: THIS OPEN LATTICE -TY E S CT SEE SCHEDULE AND SPACING MAY NOT BE ENCLOSE RED. -n /� ``lI RAFTER, SEE TABLE O•I"I civi -- "It -AND SPASt E C NG 259 O SPAN 0.1..1 q 'y MAX. O.H. OSTSPQOhG SAO O,F 25% OF SPAN H . POST OST HEIGHT qO/Np SE HEDULE �G� . Q-6 OST HEIGHT O SE HEDULE 16 K LENGTH OF STRUCTURE VARIES OU�RMgNG 16 OAF POST CROSS-SECTIHq POS SEE POST DETAI LENGTH OF STRUCTURE VARIES I ;� SFF TSP - POSTCRSECTION, TgS�FO/NG /'pS SEE POST DET IL - SFF � SPq NOTE: EACH COMPONENT IS INTER -3 1/2 SLAB qe[/NG OST MAY BE USED F 3 1/2- SLAB CHANGEABLE WITH ANY OTHER SFFl SOgC FOOTING,SEEP TO CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. 1a� /NG I O MAY N USED F SCHEDULE NOTE: EACH COMPONENT IS INTER- sT FOOTING, SEE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER . SFFTgePgo/NG SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. F FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED, FOR FOOTING CUBE SIZE TYPE "GII FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE IIHII FREESTANDING -MULTISPAN L TTICE STRUCTURE DRAWN BY: K.K. - TOM CAMPBELL & ASSOCIATES, INC.LIVE LQAQ- PATIO COVER SYSTEM AS MFG. BY: DATE'. 5105/2D09 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING O PE TTICEURES ' 10, 20 a 30 psf DURALUM PRODUCTS, INC. „ SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 - STNRUCTLA HORIZ. W ND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 REVISED BY: K K. 00 8 110 MPH rata, Aa27mt FAX An.'LtSta calnclnlrlural„m rim ATTACHMENT CHANNEL ALUMINUM CFF f1FTAll ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% — OF SPAN SEE DETAIL FOR SPLICE – SQ. POSTS. SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SQ. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING. SEE SCHEDULE SOLID PANEL TYPES POST AND AT END BAYS " NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTF COMPONTENT UNLESS OTHE ( MAY NOT BE ENCLOSEp ) �EESCHEp SEE SCHEDULE OR SFS POST SPACIN LIVE LOAD= 0. M' NOT ALTERNATE: 25j OFg gNCEED SINGLE POST COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SEE SCHEDULE 10, 20 & 30 psf DURALUM PRODUCTS, INC. NOTE 140SPLICEATTHIS POST #NO AT END BAYS. Exp. BEAM ATTACHMENT CHANNEL ALUMINUM SEE DETAILS —\ ROOF PANEL MIN. 0.25" SLOPE PER FT.\ SEE SCHEDULE FOR SPANS 0. "O.H." NOT TO EXCEED 259% OF SPAN 1 SEE DETAIL FOR SPLICE J POSTSP SO. POSTS. SIZE VARIES SEESChFp��ES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' DOTING WHERE REQUIRED E SCHEDULE FOR FOOTING CUBE SIZE MAY 0 6 2009 r' PE "B" ATTACHED MULTISPA URN ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT. SEE SCHEDULE FOR SPANS. i O.H SP "O.H." NOT TO EXCEED 25% SPAN OF SPAN SEE DETAIL FOR SPLICE POST SP LNG SQ. POSTS, SIZE VARIES SEE Sc O USES 3 1/2" SLAB MAY BE USED ALTERNATE: TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE qNp .",ry0FS T H RhO.JLL 'rlNo, cc IA BELvCS E I'''�R/ES ON /F EN SEp —N—OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING . OO02S%P . NOTEWVO SPLICE AT THIS POST AND AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. (MgyNOTBEENCLpSEO) �OPTONAL: CANTILE SEE SCHEDULE FOR PgST SPACING h, NOT OF SpEXCEEp SPLICE ITHIS AT END BAYS. FOOTING WHERE REQUIRED I ( J ��� FOOTING WHERE REQUIRED I / J �/� SEE SCHEDULE FOR FOOTING CUBE SIZE /i�l/ SEE SCHEDULE FOR FOOTING CUBE SIZE /_fJ/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K. K. TOM CAMPBELL'S ASSOCIATES, INC. ' LIVE LOAD= PATIO COVER SYSTEM,AS=MFG'. BY" ' .DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA 951 741-2107 (i STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 2 OF -30 REVISED BY: K K & D P. 90. 100 & 110 MPH iolal eF2-7n71 cnx 4n..i i.liP=IP�nrl��.ae�m "�,m RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS ttjC �\'C1 l l)�f 6.5., MAX. 2" 024" —� .042' —► X024 ALUM. ALLOY 3004-1136 f-- .032" OR EQUAL J) Ido. 3798 r �`�� ,,\ rf?' Exp 3 - . �SE . ._ �� � ALUM. ALLOY 3004-1136 Ei-NOTE-BELOW �+ C �� OR EQUAL m 2-x 6 1/2" RAFTS m DBL. 2 x 6 1/2" RAFTER (PSF) (IN.) m90, 100 & 110 MPH N o JfEXPOSURES VC 16" 14' 11_ - — 24" 12'-2" y` 16" 20'_1" 24" 16-5" 16" 24'-10" L.L.= (PSF) "T' (IN.) m 0 90, 100 & 110 MPH 24" 8'-10" N o EXPOSURE B & C f L 1� .024 �i 10 .024 16 21'_1, 24" 17_2" 032 .032 16" 28'_6" 1 24 23'-3 042 24" 10'_8" .024 1S'-3" L6. 20 16" .032 24" 16" .024 30 24" 16" .032 12'-5" 20'-7" 16'-10" 90/100/110 MPH EXPOSURE B & C TRIBUTARY WIDTH 24" 20'-3" 20 .024 16" 10'-10" 24" 8'-10" .032 16" 14'-7" 24" 042 16" 24" 14'-8" 30 .024 OR EQUAL 24" 7'-11" .032 16" 13'-1" 24" 10'_8" .042 16" 16'-2" 24" 13,_2" 20 16" .032 24" 16" .024 30 24" 16" .032 12'-5" 20'-7" 16'-10" 90/100/110 MPH EXPOSURE B & C TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) 0. H. 5 7 8 1 9 10 11 12 13 14 15 042" 0 3 4 4 1 5 5 ALUM. ALLOY 3004-H36 7 7 8 8 9 9 10 10 11 OR EQUAL 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 SEE NOTE BELOW 8 8 9 9 10 10 11 11 12 12 13 m C n 00 3 x 8" RAFTER 9 9 L.L.="T' (PSF) (N ) 90 & 100 MPH 110 MPH EXP. B& C EXP. B -EX-PC 5' — — — — — 11 11 16" 28'-S" 28'_5' 27'_8" 042 24" 23'_2" 23'_2" 22'_6" 10 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 20 I .042 I 24" ?6. 9„ 16'_9" 16'-9" 30 + .042 I 24" I 15'-s" 115,_6„ 15,_16. PROJECTION SPAN O.H. ZZ ZZ zz _ h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN +O.H. NOTEJRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) 0. H. 5 7 8 1 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 1 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 20 I .042 I 24" ?6. 9„ 16'_9" 16'-9" 30 + .042 I 24" I 15'-s" 115,_6„ 15,_16. PROJECTION SPAN O.H. ZZ ZZ zz _ h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN +O.H. NOTEJRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K K 9 D P , 90. 100 & 110 MPH MM d5�-�n�1 FCX ani-tStp ealoclnliM1valrim mm SHEET 7 OF 30 PANEL FASTENERS 90/100/110 MPH EXPOSURE EI & C• I\ I �� / I-��� P SAY 0 6 H03 24° - 24" TRI -"W PAN L.L,= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M,S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 12" X J 1/1" VV F'ANt-L L.L.=PSF 90 -MPH 100 -MPH 110 -MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 6 00,118 00" L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S.' 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN Br: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING10, 20 & 30 psl DURALUM PRODUCTS, INC. ' SCALE: NONE RANCHO CUCAMONGA, CA (951)741-2107 PANEL FASTENERS HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 jI17! SHEET60F 30 REVISED BY'K -K RD.P: go. 100&110MPH /ClAl dFj. FAX d/!,4_15lp'calaNrinra4 m mm HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1 1.50" 060 ED o WALL `' FASTENERS 1.7j6__� O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ EX_ ALUM. PANEL 2x OR / SEE TABLE WIND AT 2x FASCIA 3x ALUM. RAFTER f nFASTENERS .633" 16" O.C. CELL AT FASTENER) OR CONC. FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG 100 . 04" EXISTING EAVE - CONNECTION ( 2 )Y L WALL FASTENERS 078 SEE TABLE WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED nFASTENERS .633" 16" O.C. CELL AT FASTENER) OR CONC. .25"R .O5' LL=10 LL=20 #14 SMS @ PANEL 90 A BorD LOCKS OR #8 SMS 100 . 04" AT EA. CONTACT .200/05„ CONTINUOUS A- RAIL OCCURS) 0 ROOF PANEL 3 (WHERE F ALUM.ALLOY 6063-T6 c ALUM.ALLOY #14 SMS @ EA. CONTACT Fc w 6063 -T6 6 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE - ZZ B=3/8':0 x 1 1/2" @ 8" O.C. WALL CONNECTION O I.R. HANGER 740"IC) HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED nFASTENERS C? 16" O.C. CELL AT FASTENER) OR CONC. LL=30 LL=10 LL=20 O 90 A BorD BorD E E E J J K 100 OR 4" BorD E E E J J K PANEL 0 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC 8orD BorD E E E J J K 110 D BorD BorD E E E J J K 10'-8" DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) Ir A=3/8"O x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE - ZZ B=3/8':0 x 1 1/2" @ 8" O.C. 'K=3/8"0x1 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 LU c/)wo- D=7/16"O x 1 1/2" @ 12" O.C. 29'-3" LL�. E=3/8"O x 4" @ EACH STUD F=7/16"O x 4" @ EACH STUD EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2' x 4 FULL OR 16" O.C. 1 -6" 16'-8" 13'-10" 9'-3" 2'-0" 11'-8" W-8" HORIZ. WIND = 2" x 4" FULL 24" O.C. 1'-6" 10'-8" 8'-3" 90. 100 & 110 MPH 2'-0" 7'-0" 4'-6" 3'.0" Q` 2"4" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" 9'-6" /J !( 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16-9 NOTE: AT 10, 20 & 30 L.L. MAY USE: - 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY - y+I+�TO#'L•: 4SMS'_ EA. SIUE 20#/30#L.L.='(2)#14 SMS EA. SID U -BRACKET 3/4' OR 1 1/2" I f 2" x 6 1/2" OR 5" MIN. 3" x 8" ALUM. RAFTER I - 1 /4" OR 1 1/2" \ EXISTING WOOD STUD FRAMING 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf -2,EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20_AND 30 psf (2'=MIN-PENETRATION INTO r EXISTING WOOD STUD) #14 SMS T&B AT 12" O.C. *E Q1 No. 379148 �m Exp. 3J 31 ! I I 1AY 0 6 7009 1 E 3/16' 8" 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER 8' O PROTECTION, METAL FLASHING O (' CAUCK JOINTS AND SLOPE O I TO DRAIN TYPICAL BRACKET AT EVERY 2x 1/4" \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EAVE LENGTH `\ L \ 2x6 OR .. LEDGER RAFTER ��("`CCCIII (3)-#14x3 12" W.S. )-#14x1 3/4" PATIO COVER r,/-% F I c rn . I v WALL CONNECTIONS O NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: • DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10, 20 & 30 psf DURALUM PRODUCTS, INC. I SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 ATTACHMENTS HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30 REVISED BY, K K & O P 90. 100 & 110 MPH MR1 d57.7f171 Fdx dn.,;_ 519 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS 1 b 2 I 3.00" SQ. I3.00" SQ. 3.00"SQ. 024 #10 SMS I� En G3 188" EA. SIDE 5 03 @ I . - .-. C? 0 4 I NK =4"SQ.xt=.188II 6.5" 31. 075" c 032" Z). =s"SQ.xt=.188" ALUM. .040" ALUM. ' L L-rzp--j 032" .048"STEEL 3.0",4.0" OR 5.0" B 518" PLASTIC PLUG O O 3" SQ. ALUM. POST C" SQ: ALUM. POST 3 ALUM. POST MAG POST SQUARE ALUM. A L 3004- 36 �WITH'SIDE PLATES,, OD 3' SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40 ALUM. ALLOY 3004-H36� ASTM A653 GRADE 4 ALUM. ALLOYfl�-001-O-R--�, 20. 6063-T5;�,/--15` ALUM. ALLOY 6063-T5 "H" BRACKET 3-3/8"TLAGW 'SCRES OR 4;r?l/ SLAG-SGREWS� (2y5' PENE. INTO EA. STPD) I W --o ALUM. RAFT. BRACKET 3" x 8" ALUM. H MM U 6 7009 1.37\511 0 , q7/16"OHOLE .561, 2 FLANGES 2 1/8" APART .75" 0 1'125" 2.5., ASTM GRADE 36 STEEL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING o .75" BASE FLARES DURALUM PRODUCTS, INC. 157" TO 3"VVIDE EA. ai SCALE: NONE REVISED RY' K K R D P 1 .6011 TYP _ __ _ SIDE OF FLANGES HORIZ. W1ND = 90. 100 & 110 MPH r 1 .50 USE FOR 3' 1 INSTALL WASH. PLATE 090 TYP. POST ONLY 5.50" 1%" x,5/16" x 5Y2" WHEN USING G 1-7/16"0 HOLE IN) MPH WIND AREA 090',BRACKE-T_FOR,3",P._O_- 4 & 2-3/8" HOLES 2- 5/16"O HOLES TYP. EA. SIDE rALUM°"T"'BRACKET-----A STEEL "T" BRACKET 5 ALUM. ALLOY 6063-T5 "H" BRACKET 3-3/8"TLAGW 'SCRES OR 4;r?l/ SLAG-SGREWS� (2y5' PENE. INTO EA. STPD) I W --o ALUM. RAFT. BRACKET 3" x 8" ALUM. H MM U 6 7009 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 8 30 psl DURALUM PRODUCTS, INC. _ SCALE: NONE REVISED RY' K K R D P RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES , HORIZ. W1ND = 90. 100 & 110 MPH 6269 ALPINE AVE., SACRAMENTO. CA 95626 la1a1 a57.7n91 cnx en.,L1F1A <�lo<nm �e m , SHEET 9 OF 30 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS T�BRACKET ' MINIMUM DISTANCE TO ALUM.'T"BRACKET USE HATH POST TYPE B,C,D, OR E. STEEL: "'BRACKET USE WITH POST TYPE B C D E F G H J OR K. i STEEL POST ONLY: USE POST TYPE F, G. H. J OR K (3)-5/8"0 BOLTS " FOR POST TYPE J @ 3"SQ. POST W/ OST ALUM.'T"BRACKET: (2)-#12 SM$ EA. 3" SO. POST USE (2 -3/8"0 HILTI SIDE OF POST OR KWIK �OLTS OR EQUAL i i (2)-1/2"0 BOLTS 1/4" M.B. THROUGH STEEL '"BRACKET: 1/2 DEPTH OF I i FOR ALL OTHER USE (2)-3/8'fl HILTI KWIK FOOTING OR I CONDITIONS POST SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. I I (2)-3/8"0 HILTI "KWIK'k (2" MIN. EMBEDMENT DEPTH FOR KWIK BOLTS BOLTS, OR EQUAL, EACH BRACKET TO SLAB.,1 I SQ. 18" DEEP ' CUBE FTG. :. I i ;:•. •v 18" SQ. MINIMUM DISTANCE TO 20" 21" SQ. r w EDGE OF SLAB = 2-112" d 24" LL Lu 20" 26" DEPTH. d 23" :'::'t• 35" SQ. SLAB SHALL BE IN c POURED CONCRETE 39" SQ. ''.•�•: ••••••' FZ- h :: . ": `-• GOOD/CONDITION FOOTING SEE NOTE 34" w 32" / FOR SIZE (1�-1/2"OM.B. O 55" SQ. SQUARE 3 1/2'�MIN. SEE FOOTIN x9' LONG, 1" 42" SCHEDULE QUAR FROM END SEE FTGS, �f 43" OF POST SCHED. STING SLAB n _ _ —_ - 3" SQ. POSTS TO CONC. FOOTING SQUARE INTO POST EMBED. FOOTING ATTACHED ALTERNATE FTG CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SO. 32" 36" 51" SQ. 34„ 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64" SO. 41" 44" 69" SQ. 43" ' CUBE FOOTING Wl3 1/2" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" 8 24" CUBE (2)-1/2"0 3 1/4" 25" - 30" CUBE (4)-1/7'0 3 1/4" 31"- 34" CUBE -(4)-5/8"0 4- 35" - 39" CUBE (4)-314"0 4 3/4" 40" - 42" CUBE (4)-3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 1. DO NOT USE ALUM. 'T' BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR T' I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2"X A" X 0'-Sx" AT STEEL'"' BRACKET. 3. POST TYPE F DO NOT USE STEEL "T' BRACKET W/7" I -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 3/16" (/ W SQ. POST (STL.) OR FLUTED OR 4" SO. POST (STL.) INSERT PL.5/8'7HK. 1 1/2" a^ 1 1/2" INSERT X.188" ASTM A3, STEEL WELDED STEEL BASE PLATE l' BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SO. x 5/8" B. C. D. F, G. 8 H' h^AY 0 62009 BASE EPLATEDA ANCHOR ��++ BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) .ES'8 (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) No. 37948 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 10, 20 s 30 st P DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED BY: KK 81 P - - 90. 1008110 MPH lg1F1 d.59-7091 F4X dR11F1p calnclnlrL�nbim rnm SHFFT 10 (7F 30 7 2.00" i to I 2.I 1.79" 2.57" I2.08" r 038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O 6.5" ROLLFORMED HEADER. BEAM TYPES . & ATTACHMENT DETAILS GUTTER EXT. CLIP ' I GUTTER EXT. CLIP SPLICE WHERE OCCURS 2.04" 065" TYP. 4. 2.7" ALUM. ALLOY 6063-T6 B 4.5" GUTTER O SPLICE WHERE OCCURS 065" TYP. SPLICE WHERE OCCURS ALUM.ALLOY ALUM.ALLOY 6063-T6 6063-T6 MAG. GUTTER O MAG BEAM 3.00" SQ. f 14"R TYP._ 048' L.28" ASTM A653 GRADE 40 O„ 3 SQ. S4TEE_2w BEAM O 3.0” If L 3„ MAX2" A . 2" . n f— .042" SPLICE WHERE 4" SPLICE WHERE •024 8A" OCCURS OCCURS 1. —� f.032 —+• �— - Y —07 OCCURS .oat" .032" 110" TYP. ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. AT60Y I OR EQUAL 6063-T6 aJ 4" I -BEAM F 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM4K 3 x 8 BEAM 3.0" 1 � ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3" a" 625" F MAx.'� 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM .042„ L 1 T= 14 GA. * 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL 7.875 ASTM A653 GRADE 50 L- JJ 2 s tr ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 I 625 W ~ No. 3794,8 �rr OR EQUALOR EQUAL O O 2.875" �� N Exp'. 31 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O STEEL INSERT CIVIC P nr„A1 &0 t DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20V30psf OURALUM PRODUCTS, INC. SCALE: NONEBEAM ;+ RANCHO CUCAMONGA, CA (951) 741-2107' TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY: K.K. 8 DP„ 90. 100 8' 110 MPH rptR1 a527mt Fox ena. tsla eamc(iilrl„rab,m mm t ■ BEAM - TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM. OR HARDBORD) 3 x 8 x .042' BEAM, , LIVE LOAD. = 3"SQ. SAM L OR MAG (2)-#14 S.M.S. EA. SIDE (4) -TOT. DATF-: 5/01200s 414 S.M.S. TOP & BOTT. (2) -TOT. 2414 x 1/2" S.M.S. EACH SIDE OF 3" 10, 20 & 30 psi #14 x 1/2" S.M.S. TOP SQ. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER & BOTT. (2) -TOT. ` 1 1/4 EA. SIDE OF 3" SO. POST ATTACHMENT HORIZ. WIND = 5 •, SHEET 13 OF 30 ROOF PANEL 4" 6 1/2"1. . REVISE(18V; K.K R D P. + 110" /ptF\ dF7.71`171 FAY 4M-1810 ROLLFORMED OR .75'Od I .SD"I II (4)-#14 SDS @ EA. SIDE EXTRUDED GUTTER - FASCIA ALUM. BRACKET X I , L -+. TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C. 2.35" 3" SO. POST 2" 1" 6 112"x2"x --A .024"RAFTER 2-#14 x 1/2" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT WI WASHER EA. SIDE OF 3" SO. POST RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM. OR STEEL POST 3" SO. 1L -r- 3x,RAFTERR O004 0 H - BRACKET TO POST .. 125" FOR -2 x RAFTER . GUTTER FASCIA MAG BEAM 3 -SO. POST 3"SQ. STL. BEAM 1 3 ALUM. ALLOY 3003-1-124 ALUM.`ALLOYH24%-io,. / 1.50' .28" � 3�1 2.. ' .28" 7 L 2" ' LJ• 018, � j-$-. P1 2"x3" LATTICE TUBE 1 1/2" SQ. OR TT x 2 "SMS, 2 1/2" ^e� OR 3 1/2", TYP. 1 1/2" OR 2" SQ. OR 2"x3" LATTICE P @ 3"O.C. MIN, UP TO 7"O.C. MAX. 0 —RAFTER � fid' l��$ Exp. LATTICE TUBE TO RAFTER � C1VIL 1 1/2" t = .U4U" 0 bUb3- I b t = .040" 3004-H36 ALUM. (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER 1 11/2" MIN. 0 ti l 0 20�'J -� 0 L{4 -#�14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK�SCREWS BRACKET TO BEAM "U" BRACKET -RAFTER TOME '" DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD. = PATIO COVER SYSTEM AS MFG. BY: DATF-: 5/01200s COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEA -4O POST 10, 20 & 30 psi DURALUM PRODUCTS, INC. .SCALE: NONE RANCHO CUCAMONGA, CA (951) 791-2101 ATTACHMENT HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 13 OF 30 REVISE(18V; K.K R D P. 90. 100 8-110 MPH /ptF\ dF7.71`171 FAY 4M-1810 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT g" 24" 1., 3., PTYP. „ „ ,. 8” 1' VALLEY, TYP. #10 S.M.S. II #12 S.M11 (8 TOT. TYP. THICKNESS= .035 (24 TOTNEISS =..035" 6.38" II II ALUM. ALLOY 3004-H36 �I ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDFD OR 6063-T5 FOR EXTRUDED vE t= DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION -)BEAM S�PL'IC 'TOS _ STI 1 1l2" OR 2"LATTICE #8 S.M.S. y OCCUR DIRECTLY OVER '`5/&` . 4P,LAC POST. NOT PERMITTED PLOO�WHERE ALTERNATE 1/2" DOUBLE RAFTER- 6_SCREWS I @ 2 -POST UNITS SCREW IS`INSIDE BOLT CONNECTIO PLAN 2 ALTERNATE: PER SIDE I 4414 S.M.S. EACH 5" 5" _ #14 SMS MAY RAFTER TO COL. BE USE AS `� -- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5" 3.5" ----- --- 1' 5" I 5' 8" BEAM 4.5" D 6" , , OR ' 1" A14SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24") I o I ALTERNATE: #14 SMS.EA�S.IDE I I SIDE SEE POST SCHED. INSERT ATTACHED OR (2)-2x6.5" OR 4"' ` FOR3"S FEST T COLUMN I (2)-3"x8"HEADER TOP, MID HEIGH n FOR FREESTANDING AND BOTTOM.''--.—"�.L (2)-1/2^BOLT 3"SQ-POST�BETWEEN SIDE PLATES L 2"x 6.5" SIDEPLATE [BEAM -TO PST CONNECTIO¢ N POST S.C.H:ED_U.LE 21 DBL. RAFTER / DBL. HEADER CONN. 9 a3" 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. -U-SE-ON-C-ONC- SL-AB-O.NL- USE'ON CONC. SLAB OR FOOTING ��EXI ST. SHEATHING p� 4�y/ ^fi #8 S.M.S. EACH SIDE J I'` 1AY 0 6 7GO9 LATTICE 1 1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.) ®FES r w (2) 3/8" LAG SCREW 2"x6.5" OR 3"x8" RAFTER p®� t -- ALTERNATE: 1/2" BOLT j w ~ No. 7948 r it - - � Exp. 3 31 ALTERNATE: r Cilli 2)- #14 S.M.S. EACH RAFTER EXIST. Tb COLUMN CONNECTION (4 -TOTAL) 1' STUCCO OR EQUAL ALTERNATE: 2.5" PENE.INTO EACH WOOD STUD ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"xTW.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER ATTACHMENT DETAIL STUB COLUMN TO DOUBLE HEADER CONN. 20 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = OVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 & 30 p t M PRODUCTS, INC. F.269 SCALE: NONE REVISED EIY� K K & D.P. RANCHO CUCAMONGA. CA (951) 741-2107 CONNECTIONS HORIZ. VIAND = NE AVE., SACRAMENTO. CA 95826 SHEET 14 OF 90. 100& 110 MPH�f12t FAY 11 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOCIATES, -IN LATTICE LVE LOAD = r ¢`_�' F 'tic.0 z m;7 Z 9 <"- 3" SQ. STEEL BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING / POST -SPACING TABLE FREESTANDING DBL. 3"x8"x.042"BEAM DURAL PRODUCTS, INC. DBL.2"x6.5"x.032" OR 311x8"BEAM SCALE: NONE BEAM H WIND = 8 110 MPH 3"x8" BEAMwIINSERT SHEET 25 OF 30 'ATT. FTG. (IN.) REVISED BY: K.K. 8 D.P. } Q= �a m H FOR ATTACHED PATIOS MINIMUM NO. OF POST TYPE D FOOTNOTE: ' IO1F1 dF�.7f1�1 pox d"t-IF1Q eolc cflA�irol„m ,-,.m MAX SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREE ATT. MAX.POST SPACING FREESTAND POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST JFTG. TYPE (IN.) FTG. (IN.) MIN. POST TYPE EXP. 61 EXP. C EXP. B EXP. C 21 17-0' 14'-4" 32 G 16 1g'-2" 38 G 20 16'-4" G 20 29'-11" 38 G 6' 2 2 2 2 .321 5' 13'-7" 13'4" 32 G 17 17'-2" 32 G 20 14'-8" 32 G .20 26'-9" 38 G 22 71 2 2 2 2 23 6' 11'4" 12'-6" 32 G 18 15'-8" 32 G 21 13'-4" 32 G 21 24'-5" 38 G 2 2 2 2 23 7' 9'-8" 11'-7" 29 G 18 14'-6" 32 G 22 12'-4" 32 G 22 22'-7" 38 G .. 9 2 3 2 2 24 8' 8'-6" 10'-10" 29 G 19 13'-7" 32 G 22 11'-7" 29 G 22 21'-2" 38 G 10, 2 3 2 2 9' 7'-7" 10'-3" 29 G 19 12'-10" 32 G 22 10'-11" 29 G 22 19'-11" 38 G 24 71. 3 3 2 2 25 10' 6'-9" 9'-8" 29 G 20 12'-2" 32 G 23 10'-4" 29 G 23 18'-11" 38 G 12' 3 3 2 2 11 6-2" 9'-3" 29 G 1 20 11'-7" 29 G 23 9'-10" 29 G 23 18'-0" 32 G 25 73. 3 4 2 2 26 12' 5'-8" 8'-10" 29 G 20 11'-1" 39 G 24 9'-5, 29 G 24 17'4" 32 G 14' 3 4 2 2 26 13' 5'-2" 8'-6" 32 H 21 10'-8" 32 H 24 91-1" 32 H 24 16'-7" 32 H 15' 3 4 2 3 26 14' 4'-10" 8'-2" 32 H 21 10'-3" 32 H 24 8'-9" 32 H 24 16-0" 32 H 16' 4 4 2 3 15' 4'-6" 7'-11" 32 H 21 9'-11" 32 H 24 8'-5, 32 H 24 15-5" 32 H 27 1T 4 5 2 3 16' 4'-3" 7'-8" 32 H 22 9'-7" 32 H 25 8'-2^ 32 H 25 14'-11" 32 H 27 16' 4 5 2 3 17' 4'-0" 7'-5" 32 H 22 9'-4" 32 H 25 8'-0" 32 H 25 14'-6" 32 H 27 19, 4 5 3 3 18' 3'-g" 7'-3" 32 H 22 9'-1" 32 H 25 7'-8" 32 H 25 14'_1" 32 H 27 20 4 5 3 3 19' 3'_7 , 7'-0" 38 H 22 8'-10" 38 H 25 7,-6„ 38 H 25 13'-9" 38 H 28 FOOTNOTE:H ' AD AND OR MIN. NO. OF POST 28 REQUIRED ED PAACING MUST EXCEED ALLOWABLE SLAB SPACING 20' 3'-4" 6'-10" 3$ H 22 8'-7" 38 H 2 �OF� 38 H 26 13'-4" 38 H NOTE: FOOTING EACH WHERE OR LESSER MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING SHOWN REPRESENTS SIDE OF CUBED FOOTING SLAB OCCURS, LENGTH WITHOUT CUBED FOOTING OF SLAB, SIZE �c'o C ' ►- cy-, r "948 -Z EXP' r, FOOTNOTE: FOOTNOTE: COL. COL. "SAMPLE" TYPES TYPES ' D-1 =.024" D-2 =.032" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. CI FIGURE INDICATES EXPOSURE B ���LLL///������I FIGURE INDICATES EXPOSURE C SEE SHT. ALTERNATE FOOTING 10 FOR ATTACHED TABLES-"� & SHT. 24 FOR FREESTANDING O ADDI-TIONAL FOOTNOTE: WHERE ONLY oNETFIGURE'SHOWN INDICATES'EX07B 8 C. DRAWN BY: K.K. DRAWN TOM CAMPBELL & ASSOCIATES, -IN LATTICE LVE LOAD = PATIO _COV AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING / POST -SPACING TABLE FREESTANDING 10. 20 a 3o psr DURAL PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 7 1-2107 AND ATTACHED H WIND = 8 110 MPH IN 6269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 25 OF 30 REVISED BY: K.K. 8 D.P. 100 90.100 IO1F1 dF�.7f1�1 pox d"t-IF1Q eolc cflA�irol„m ,-,.m 10# L.L. 100 MPH FREESTAND,& ATTACHED_OPEN LATTICE PATIOS, 12' OR LESS EXP. B &'•C LATTICE TOM CAMPBELL & ASSOC�(951)2107 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 3" SQ. STEEL BEAM POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRFREESTANDING DBL. 3"x8"x.042."BEAM OU ALUM PRODUCTS, INC. DBL.2"x6.5"x.032" BEAM3"x8" HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 BEAMw/INSERT REVISED BY: K.K. 8 D.P. .,..., ,., .. 90. 100 8110 MPH roiAi esz7mi Fox ana-iso eala�nn,,,al�m rnm FOR ATTAGtiFn PATIOS OR 3"x8"BEAM >_ MINIMUM NO. OF POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST SPACING FREESTAND FREESTAND ATT, < Z) O O Z m () - � MAX.POST ATT. MAKPOST F F Z) o TYPE D FOOTNOTE: ' m c) m Q a z SPACING FTG. SPACING FTG. FTG. SPACING m POST TYPE 1 POST TYPE 2 FTG. MIN.J FTG. MIN FTG. MIN POST FTG. MIN. POST FTG. I- m O (IN.) POST TYPE (IN.) (IN.) POST TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) r EXP. B EXP. C EXP.13 EXP. C 4' 17'-0" 14'-4" 32 G 17 19' z„g 39 G 21 16'-4” 34 G 20 29'-11" 39 G 23 6• 2 2 2 2 5 5' 13'-7" 13'4" 32 G 18 17'-216'-6" 34 G 22 14'-8" 34 G 20 26'-9" 39 G 24 7' 2 3 2 2 6' 11'-4" 12'-6" 32 G 19 15'-8° 34 G 22 13'-4" 34 G 21 24'-5" 39 G 24 81 2 3 2 2 7' 9'-8" 11'-7" 29 G 19 14 613, 34 G 23 12'-4" 34 G 21 22'-7" 39 G 25 9. 3 3 2 2 11" 8' 8'-6" 10'-10" 29 G 20 13'-7" 34 G 24 11'-7" 30 G 22 21'-2" 39 G 26 10, 3 3 2 2 13'-0" 9' 7'-7" 10'-3" 29 G 20 12'-1 34 G 24 10'-10" 30 G 22 19'-11" 39 G 2.6 t1 3 4 2 2 12'-3" 29 G 21 12'-2" 34 G 24 10'-4" 30 G 23 18'-11" 39 G 27 12 3 4 2 2 10' 6'-9" 9'-8" 11' 6'-2" g,_3„ 29 H 21 11'-7" 30 H 25 9'-10" 30 H 23 18'-0" 34 H 27 13' 4 4 2 3 29 H 22 11'-1" 30 H 25 9'-5" 30 H 23 17'-3" 34 H 27 14' 4 5 2 3 12' 5'-8" 8'-10" 10'-7" 13' 5'-2" 8'-6" 32 H 22 10 8„10, 34 H 25 9'-1” 34 H 24 16'-7" 34 H 28 15' 4 5 3 3 2„ 14' 4'-10" 8'-2" 32 H 22 10'-3,. 34 H 26 8'-9° 34 H 24 16'-0" 34 H 28 16' 4 5 3 3 10" 15 4'-6" 7'-11" 32 H 23 9'-11g .6„ 34 H 26 8'-5" 34 H 24 15'-5" 34 H 28 17' S 1 6 3 3 32 J 23 9-7 34 J 26 8'_2" 34 j 24 14'-11" 34 J 29 18, 5 6 3 3 16' 4'-3" 7'-8" g, z•, 17' 4'-0" 7'-5" 32 j 23 9-4''-11" 34 j 27 7'-10" 34 25 14'-6" 34 29 19, 5 6 3 3 18' 3'-g" 7'-3.. 32 J 24 9"'34 j 27 7'-5" 34 j 25 14'-1" 34 j 29 20' 5 6 3 3 - - 19'8.10„ 3'-7" 7'-0" 38 � 24 g�_5" 39 � 27 7'-0" 39 � 25 13'-9" 39 � 29 FOOTNOTE: ' ST AND OR MIN. STOEXCEED 8'-7" 20' 3'-4" 6'-1 0' 38 I J 24 39 j 27 - 8.. 39 j 25 13'-4" 39 j 30 REQHEAUIRED ED SPAACING MUER 8'-Y ALLOWABLE SLAB SPACING OR LESSER MUST BE USED Q _ ' FOOTNOTE: ' ��` �P •t9,0 �� COL. TYPES COL. TYPES D-1 =.024" D-2 =.032" SIDEPLATES, SIDEPLATES, USE ON CONC. SLAB ONLY ON CONC. SLAB OR FOOTINGS FOOTING SHOWN REPRESENTS LENGTH OF � EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS. CUBED FOOTING SLAB. SIZE . 0f- N )! 8 FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. cr_ Exp 3 FIGURE INDICATES EXPOSURE B -[a FIGURE INDICATES EXPOSURE C ONE SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ,QA , • ` DRAWN BY: K.K. LATTICE TOM CAMPBELL & ASSOC�(951)2107 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5105(2009 POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRFREESTANDING 10 20 8 30 sl P OU ALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA,AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 26 OF 30 REVISED BY: K.K. 8 D.P. .,..., ,., .. 90. 100 8110 MPH roiAi esz7mi Fox ana-iso eala�nn,,,al�m rnm �i_ 0Z3 mo P 5g �� 2V))O 10' 11' 12- 13' 14' 15' 16' 17' 18' 19' 20' 6'-9" 6-2" 5'-8" 5-2" 4'-10" 4'-6" 4'-3" 4'-0" 3'-9" 3'-7" 3'-4" 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 4' 1 17'-0" BEAM 5' 13'-7" 6' 11'-4" 10' 11' 12- 13' 14' 15' 16' 17' 18' 19' 20' 6'-9" 6-2" 5'-8" 5-2" 4'-10" 4'-6" 4'-3" 4'-0" 3'-9" 3'-7" 3'-4" 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM LIVE LOAD= DBL. 3"xFx.042"BEAM DATE: 5/05/2009 DBL,2"x6.5"x.032" OST SPACING TABLE FREESTANDING 10, 20 & 30 Psf BEAM 311xF BEAMANSERT SCALE: NONE RANCHO CUCAMONGA, CA 951 741-2107 ( AND ATTACHED. HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 FOR ATTACHED PATIOS -, , .. ...,90: 100 & 110 MPH IQIA1157_7n71 Fa% OR 3x8 BEAM r = p MINIMUM TYPE NO. D OF FOOTNOTE: POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX FREESTAND ATT, POST TYPE 1 POST TYPE SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" .POST SPACING m 2 FTG. MIN. FTG. FTG. MIN. POST FTG. FTG. MIN. POST FTG, FTG. MIN. POST FTG. EXP. B EXP. C EXP. 8 (IN.) POST TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. C 2 14'4" 32 G 18 19 41 H 22 164" 16'-4" 36 H 20 29'-11" 41 H 2%4 6' 2 2 2 2 2 13'-4" 32 G 19 17'-25. 8„ 36 H 23 14'-8" 14'4" 36 H 21 26'-9" 41 H 23�5 7. 2 3 2 12'-6'. 32 G 20 15'-8" 35 H 24 13'-5" 13'-4" 36 H 21 24'-5" 41 H 2�6 s' 3 3 2 4'-4' 2 11'-7" 29 G 21 14'-63 36 H 25 12'-5" 12'4" 36 H 22 22'-7" 41 H 27 9. 3 3 2 3 2 10'-10" 29 G 21 13'-7" 36 H 25 11'-7" 11'-7" 32 H 22 21'-2" 41 H2/ ,o' 3 4 2 12'-5' 2 10'-3" 29 G 22 12'-1 " 36 H 26 10'-11" 10'-11" 32 H 23 19'-11" 41 H 24 11' 3 4 2 1-8" 3 9'-8" 29 G 22 12'-2" 36 H 26 10'-5" 10'-4" 32 H 23 18'-11" 41 H 558 12' 4 4 2 iZ8 3 9'4, 29 H 23 11'-7" 32 H 26 9'-11" 9'-10" 32 H 24 18'-0" 36 H 2/19 13' 4 5 2 10'-7" 3 8'-10" 29 H 23 11 1" 32 H 27 9._2� 9.5 32 H 24 17'-3" 36 H 6� 219 14' 4 5 3 0. 1., 3 8'-6" 32H 24 36 j 27 8'-5" 9'-1" 36 J 24 16'-7" 36 J 20 15' 4 5 3 9, 9., 3 8'-2" 32 H 24 10'-3"4 36 J 28 7'-10" 8'-9" 36 j 25 16'-0" 36 j 230 16' 5 6 3 4 7'-11" 32 H 24 9'-11 ' 36 28 7'-4" 8'-5" 36 J 25 15'-5" 36 2710 17 5 6 3 1„ . 4 7'-8" 32 H 25 9'-7 36 J 28 6'-10" 8'-2" 36 J 25 14'-11 36 271118' S 6 3 8' 9" 4 7'-5" 32 J 25 9 '-6" 36 28 6-5" 7'-11" 36 25 14'-6" 36 J 2 19' 5 7 3 X31 4 7'-3" 32 j 25 9 1 36 29 6'-1" 7'-9" 36 J 26 14'-1" 36 J 2�1 20' 6 7 3 8' 3" FOOTNOTE: HEADER ALLOUIRED 7'-0" 38 J 25 0" 8.0^ 41 29 5'-9" 7'-6" 41 J. 26 13'-9" 41 J 28 /�1 OWABLE ' AND OR SPACING SLABSPACING MIN. MUST NO. OF POST EXCEED 6'-10" 38 J 26 8' 7' � ), 41 J 29 $S 0 41 J 26 13'-4" 41 J 2132 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 CJ ,9 FOOTNOTE: OR LESSER MUST BE USED ' COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY C Z COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING: CD rn Exp 3 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL GINEERING OST SPACING TABLE FREESTANDING 10, 20 & 30 Psf DU RALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA 951 741-2107 ( AND ATTACHED. HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 27 OF 30 REVISED BY: N.K. & D.P. -, , .. ...,90: 100 & 110 MPH IQIA1157_7n71 Fa%