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08-1947 (PAT)P.O. BOX 1504 4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: OS-06AAA1Owner: Property Address: 8731 SAGUARO DR EMISON THOMAS E APN: 646-313-023-123 -000000- 78731 SAGUARO DR Application description: PATIO COVER - RESIDENTIAL . LA QUINTA, CA 92 Property Zoning: MEDIUM DENSITY RES ( . Application valuation: 2035 Contractor: Applicant: Architect or Engineer: LA QUINTA_ �PATI M 40133 CALLE LOMA EN BERMUDA DUNES, CA 9 (760) 863-4335 Lic. No:": 449379 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 DEC .111008 203' Date: 12/11/08 LICENSED.CONTRACTOR'S.DECLARATION - .WORKER'S COMPENSATION ;DECLARATION I hereby affirm under penalty of perjury that lam licensed under provisions of Chapter 9 (commencing with I hereby, affirm under penalty of perjury one of the following declarations: Section 7000Fo4;Division 3 of the Business and'Professioinals' ode, a'd my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Clash 'C5.1 e se 449 79- ` for by Section 3700 of the tabor Code, for the performance of the work for which this permit is 04— Q_.issued. 1 Date: -fl ontra _ I have and will maintain. workers' compensation insurance, as required�by.Section 3700 of the Labor . - + Code, for theperformanceof the work for which this permit is issued. My workers' compensation W ER - .O -BUILDER DECLA TION insurance carrier and policy number are: s - - I hereby affirm under penalty of perjury that I am exempt fromfthe Contractor's State.License Law for the Carrier 1ST COMP INS' Policy Number WEN00.03727.=03 ' - following reason (Sec. 7031 .5, Business and°Professions Code: `Any city or county that requires a permit to _ I certify that, in:the performance ofthework for which this permit is issued, 1 shall not employ any construct, alter, improve, demolish; or repair any structure,. prior to its issuance; also requires the applicant for the 'pe rson.in any manner so as to become subject to the workers' compensation laws of California, . permit to file signed statement that he or she iswlicensed pursuant to the provisions of the. Contractor's State and agree that, if'I should become subject to the workers' com nsation provisions of Section ,. License Law (Chapter 9(commencing with Section 7000) of.Division 3 of the Business and Professions Code). or 3700 of Labor Code, II forth mpl h tho ovisions._.- that he or she is exempt, therefrom and: the, basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora: the to penalty five hundred dollars (5500).: AAPPlica 4= permit subjects applicant a -civil of not more than C :a e: _ 1 _ 1 I, as owner of the property, or my employees with wages as•their sole compensation, will do the work, and the:structureisnot�intended orofferedfor.sale.(Sec. 7044,.Business and Professions Code: The WARNING: FAILURE TO SECURE wORKERS�C MPENSATION COVER EIS UNLAWFUL, AND SHALL Contractors' Stafe;License Lawdoes•not apply to an owner. of ,property who builds. improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and'who does the work himself or herself through his or her own employees, provided that the -DOLLARS ($100,000). IN ADDITION TO THE .COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are -mot intended or offered for sale. If, however, the building or improvement is sold within .- SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. - one. year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of.sale.). 1 _ 1 I, as owner of the,property, am.ezclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State'License Law doe's not apply to an owner of property who builds or improves thereon,' and who contracts fortheprojects 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: _ Lender's Address: LQPERMIT 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 1 SO'days will subject permit to cancellation. I certify that I have read this application and state.that the above information is correct. ree to c ply with all city and county ordinances and state laws relating to building construction nd reby h rize sentatives of this cou ty to entQr upon the above-mentioned pro s ection 1, p e . Da 51,VSig nature-IApplicant;o,AAgenq: / a . Application Number . . . . . 08-00001947 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2035 Expiration Date 6/09/09 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,-001-25,000 9.00 7 ---------------------------------------------------------------------- Speci&1�4Notes and . Comments ... ..r... ... r :ALUMAWOOD LATTICE PATIO SHADE.STRUCTURE REAR YARD'PER 2006 IBC; 2006IRC,&.2007 CBC.TOTAL OF 153,S,QARt FT. - Other Fees 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 0'0, .. 35.10 Other.Fee Total .50. .00' .00 .50 Grand'Total 89.60 .00 .00 89.60 LQPERAIIT Bin # CityW La Quinta ' Building U -Safety Division F P.O. Box 1504, 78-495:,Calle•:Tampico La Quinta, 1.CA '91.2,253 (760) 777-7012 Building`Permit Application -and Tracking.Sheet Permit # Project Address:7� 5� Owner s Name vLt vlt 1S/Y A. P. Number: Address: A , Legal Description: City, ST, Zip:' :L v1 .Contractor: �C>fivit't �%l0: �� Telephone: Address: 3 _ ProjecuDescription: City, ST, Zip: c 01 Telephone: City Lic. # State Lic. # : Arch., Engr., Designer: Address: City, ST, Zip: Telephone: P �` Construction Type: F, Occupancy: State Lic. #: - Project type (circle one).' .New Add'n Alter Repair Demo Sq. Ft.: s .JJ.� #Stories: #Units: 'All : ,•: Name of Contact Person: Telephone # of Contact Person: Estimated,Yalue of Project: APPLICANT: DO NOT .WRITE BELOW THIS LINE, c N Submittal Req'd ' Recd , TRACKING PERMTT FEES Plan Sets Plan Check submitted_ Item Amount Structural Calcs. Reviewed, ready for corrections "Plan Check Deposit Truss Calcs. sCalled Contact Person Plan Check Balance Energy Calcs. Plans Picked -up Construction Flood plain plan 'Plans resubmitted Mechanical Grading plan 2nd 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 ApprovaC Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 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 Aluminurn� Design Manual, ADM -01. 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(cDcharter.net should you require additional information. o%RAF Sincerely, 4—C-1011 1. Cql ac No. 37V48 r M Exp. 3/31/08 Tom Campbell, PE CIVIL� Site Information Owner's Name Address City/Town State 069Af PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: jjGOVERNING : 1. THE'DESIGNC-OMP,CIES Wlq-L Et2006-INTERNATIONAL BUIL-DING CODE;2006-IINTERNATIONAL-RESIDENTIAL-CODE'92007iCAL-IF-ORNIA-BUILDING-CODE- ASC-OSEI 7=05rMINIMUM DESIGN' LOADS -FOR BUILDINGS=AND'OTHER STRUCTUREStAND THE'2000-ALUWtiNGM-MANUAL=A'OMt00. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED . REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS. LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN LOADS: 11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: 'SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2 DESIGN- CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:'1/21NCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED THE RATIO (ASS ")O� PEN STRUCTURES" IN ACCORDANCE WITH�)) ASCE/SEI 7, SECTION 6.5.13. 21 PRO ECT ON OR PATIO OH COVER F )), MEAN ROOF SHALL NOT EXCEED ONE (()DIVIDED BY THE PATIO COVER 22. THE RATIO ((UP)) PATIO COVER LENGTH L FT. DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (1', Ft), SHALL NOT EXCEED C (1;. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT. ER 4 1- 9 SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110, MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH.THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI STAINLESS STEEL KWIK BOLTS ( ICC -ES ESR -1917) INSTALLED WITH SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 170.4.13 OR APPROVED EQUAL. I.C.C. E.S. EVALUATION' DRAWN BY: K.K. TOM CAMBELL 8 ASSOCIATES. INC. LIVE LOaD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE:: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 70. 20 s 30 psl DURALUM PRODUCTS, INC. JOB NO. GF07-0674 NONE SCALE: NONE REVISED BY: K.K. B D.P. RANCHO CUCAMONGA. CA (951) 741-2707 GENERAL NOTES HORIZ. WIND = 6269 ALPINE AVE.. SACRAMENTO. CA 95626 90.1008770 MPH (916) 452-7027 FAX 403-1519 salesQtluralum.mm SHEET 1 OF 29 RAFTER. SETAS E FOR SIZE AND SPACING MAX. PROD. SEE SCHEDULE MAX. O.M. I, 25% OF SPAN O.H SEE LENGTH OF STRUCTURE COMPONENT IS.INTER- = WITH ANY OTHER T UNLESS OTHERWISE SHOWN. 4 LATTICE -TYPE PATIO COVER RAFTER. SEE TABLE MAX PROJ. FOR SIZE SEE SCHE l AND SPACING MAX. O.H. O'H 25% OF SPAN LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES Fx�STi,VG NOTE THIS OPEN LATTICE -TYPE STRUCTURE MAX, PROD. QU20i MAY NOT BE ENCLOSED OR COVERED SEE SCHEDULE RAFTER. SEE TABLE \ FOR SIZE �� AND SPACING '_ \_ _ / �SgO o�FR�_25%O SP HEIGHT OST WITH SIDE- PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES 3 in' SLAB ATTACHMENT MAY BE USED WHERE 111% Sp - s r PERMITTED. FT'96CFc/ryG , VG I\ SEE SCHEDULE NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED. CHANGEABLE WITH ANY OTHER SEE SCHED. FOR FOOTING CUBE srzE _'='aOy °MRPNTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE, MAY NOT BE ENCLOSED OR COVERED- MEM STRUCTURE'.:;::':.'';' `' ' `'1;:=;' �^ TYPE "F" ATTACHED MI FE3.14 Yv(i;J MAX. PROJ. SEE SCHEDULE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE ..`• L'. r MAY NOT BE ENCLOSED OR COVERED. ,; RAFT ER, SEE TABLE FOR SIZE AND SPACING HEIGHT ULE F-t'/ST/HG eU,CO/NC I'll POST WITH SIDE- .111111'Wlllpll) PtA7E6 SEE TAIL 312"SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING OTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. BOO SEE POST DETAJ LENGTH OF STRUCTURE VARIES LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 SFFT,�gL./ry DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10. 20 8 30 ps1 DURALUM PRODUCTS. INC. 1(916) CF C SCALE: NONE p0 STRUCTURES HOR12. WIND = POST CR S&SECTION. REVISED BY: K.K. 8 D.P. sFFT spec, 90,100 8 110 MPH SEE POST DET l NOTE: EACH COMPONENT IS INTER- p OS 3 1/2- SLAB �(F 'T'G CHANGEABLE WITH ANY OTHER s Tsp FFT�e<Fc/hG MAY BE USED rocoNsrRN a 1/2" SLAB COMPONTENT UNLESS OTHERWISE SHOWN. FOOTIN EEE NOTE: EACH COMPONENT IS INTER- Ao TOCONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFr spq 9e<Fc/HG I 'EEE SCHHEDUL FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE NTS SEE SCHED FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE I-C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10. 20 8 30 ps1 DURALUM PRODUCTS. INC. 1(916) SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES HOR12. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 05826 SHEET 3 OF 29 REVISED BY: K.K. 8 D.P. 90,100 8 110 MPH 452.7021 FAX 403-1519 sales@dumium.com SOLID PANEL TYPES ATTACHMENT CHANNEL LENG ALUMINUM SEE DETAIL A/vO SHq OF STRUCT SEE SCHEDULE T ROOF PANEL kEpRO E T ON FE SOSE/V R SPANS O. SP PN O "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE OPTIONAL: CANTILEVER BEAM u SE /'OST OPTIONAL: CANTILEVER BEAM In v JOB NO. GF07-0574 SEE SC//EpU��S SEESCHEDULE R E POST SO. POSTS, SIZE VARIES O SPLICE AT THIS SPACING xx X SINGLE POST POST AND X O NOT 3 1/2" SLAB ATTACHMENT RANCHO CUCAMONGA. CA (951) 741-2107 22 5% OF TO Ek MAY BE USED WHERE ALTERNATE: SpgN CEEa N V PERMITTED. SINGLE POST O SPLICE AT THIS SEE SCHEDULE SEE SCHEDULE D AT END BAYS. MAX. HT.= 12' E AT THIS NOTE:�AT POST AD BAYS. Q�Qf 1 FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE.1 rvnr nnn ArrnlNllrYl c"Iwl1�l r [?nnwl IAlltrAKlT-n CAlr_ rm. I wI O•? 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 r< O. H '-'URE VARIES Mq y NOT BE SNCL OSEp � �EESC//EpUt S OPTIONAL: CANTILEVER BEAM SCHEDULE OR POST SE SEE SCHEDULE FOR POS SPACING SPACIN JOB NO. GF07-0574 \O"' N. ?$op OT TO i OF SpgN SO. POSTS, SIZE VARIES ALTERNATE: O SPLICE AT THIS 25j PAN SINGLE POST POST AND OF EO SINGLE POST RANCHO CUCAMONGA. CA (951) 741-2107 MAY BE USED SEE SCHEDULE NOTE TO CONSTRAIN NOTE O SPLICE AT THIS POST D AT END BAYS. ATTACHMENT CHANNEL LE/VGT ROOF PALUMIANEL SEMIN. 0.5' ISLOPE PER FT NUM THE pRpj ONOTBEFST&UCTUR1E, AR/E SEE SCHEDULE ECT/ON /FESS THq S FOR SPANS ENCLOSED O. . "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE \ POST Sp SQ. POSTS. SIZE VARIES SEE sc"E 2 S 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' WSJ -SEB 14 7008 G WHERE REQUIRED EDULE FOR FOOTING CUBE SIZE 1 0 11MIu ATTn/�1lrl'l neI II TIC%nn 'ALUMINUM ROOF PANEL MIN. 0.5` SLOPE PER FT. ' /SEE SCHEDULE 1 ...YYY FOR SPANS O.H. "O.H." NOT TO EXCEED 25% OF SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OF "KE VARIES � � y NOT gE ENCCOSEp � 34-;ACpuL�S OPTIONAL: CANTILEVER BEAM SEE DETAIL FOR SPLICE BEAM SEE SCHEDULE FOR POS SPACING m JOB NO. GF07-0574 \O"' N. ?$op OT TO i OF SpgN SO. POSTS, SIZE VARIES NOTE. O SPLICE AT THIS ?5° OFSp� EXCEEO SINGLE POST POST AND 3 1/2" SLAB 2 RANCHO CUCAMONGA. CA (951) 741-2107 MAY BE USED HORIZ WIND = NOTE TO CONSTRAIN POST I FOOTING, SEE 90, 100 8 110 MPH SCHEDULE rC NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OF "KE VARIES � � y NOT gE ENCCOSEp � 34-;ACpuL�S OPTIONAL: CANTILEVER BEAM SEEPOST SCHEDULE FOR SEE SCHEDULE FOR POS SPACING m JOB NO. GF07-0574 \O"' N. ?$op OT TO i OF SpgN _ a NOTE. O SPLICE AT THIS ?5° OFSp� EXCEEO SINGLE POST POST AND AT END BAY SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OF "KE VARIES � � y NOT gE ENCCOSEp � 34-;ACpuL�S DRAWN BY: K.K. SEEPOST SCHEDULE FOR LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0574 REPORT NUMBER O•H.NOT ALTERNATE: SOLID PANEL ?5° OFSp� EXCEEO SINGLE POST SEE SCHEDULE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ WIND = NOTE O SPLICE A THIS POST I 4D AT END BAYS. B FOOTING WHERE REQUIRED I (=j J FOOTING WHERE REQUIRED _/ I / J SEE SCHEDULE FOR FOOTING CUBE SIZE /�{�1/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�J/ CHANGEABLE WITH ANY OTHER NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 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 I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0574 REPORT NUMBER DATE 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, SOLID PANEL 10, 20 & 30 ps1 DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 I SHEET 2 OF 29 REVISED BY: K.K. & D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales@duralum.com RAFTER SPANS F ALUM ALLOY 3004-H36 OR EQUAL L.L.= T "'1 m 5 (PSF) (IN.) N cc 16" .024 24'' 16" 10 Ija3� 1 rid"_ 20 30 16" .042 24" 16" .024 24" 16" 032 24„ 16" 042 24„ 16" .024 - 24" 16" .032 24" 16" .042 24" I 2.. OPEN LATTICE COMMERICAL & PATIOS ALUM ALLOY 3004-H36 * SE_ENOTE BELOW 024" f --E.032" 042" M90_MP_HJ 100 MPH 110 MPH EXP. B TEXP-.Cl EXP. B EXP.0 EXP. B EXP.0 14'-0" 13'-0" 13•-0" 11'-8" 12'_10" 11'A" f 1�7" 10,_7, 9'-6" 10'-4" 9,_3„ 19.1„ IT -4" 17,-4" 15,_6" 17'_1" 15,4„ 15'_6" ( 1V 4;Z�JIII 4_2.. 12'_8" 13'-11" 12,-3" 26'A" 23'-10" 23'-10" 21'-6" 23'-0" 20'-10- 21'-6". 19'-6" 19,_6,. 17•-0" 18,_9„ 17._0„' -10'-8" 10'-8" 10,_8" 10,_8" 10•_8" 10,-8„ 8' 9" 81_91, 8,_9„ 8,_9„ 81-91, 8'-9" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3'' 14'-3" . 19'-8" 19'-8" 19'-8"F721""" • 19'-8" ' 19`-8" 16,_1„ 16,_1" 16,_1" 16,_1„ 16,_1.. 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" T-2" T-2" T-2" 7'-2" T -Y' 13'-6" 13'-0" 13'-0" 13,-6" 13'-0" 13'-0" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 90/100/110 MPH OR EQUAL I-- MAX -�I 2" 1- r 6 5" 024" 032" a DBL. 2 x 6 1/2".RAFTER L.L.= "T' 28 90 MPH 100 MPH, 110 MPH (PSF) ' (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 20,_3" 18'4" 18'4" 16,-6" 18,_1„ 16'-0" 10 24" 16'-6" 15,_0" 15,_0" 13'-6" 14'-5" 13'-1" 16" 27'-0" 24'-6" 24'-6" 22'-0" 24'-2" 21'-4" .032 24" 22'-0" 20,_0" 20,_0„ 18,_0„ 19,_8" 17'-4" .024 16" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'_2" 20 24" 12'-4" 12'-4" .12'-4" 12-4" 12'4" 12'-4" 16" 20,_2" 20,_2" 20'_2" 20'_2„ 20'_2" 20,_2" .032 24" 16'-0" 16'-6" 16,_6" 16,-6„ 16,-6" 16'-6" 16" 12'_5" 12'_5" 12'_5„ 12,_5" 12'_5" 12,_5" .024 ' 30 24" 10'_2" 10'-2" 10'-2" 10,_2" 10,_2" 10,_2" 16" 16'_7, 16'_7" 16,_7, 16,_7, 16'_7' 16,_7, .032 24" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" ALUM. ALLOY 3004-H36 OR EQUAL EXPOSURE B & C * SEE NOTE BELOW 30" 1-::f 8.0" 042" 042 L 16" I 21'-0" 121'-0" 1 21'-0" 1 21'-0" 1 21'-0" 1 21'-0" 20 24" 17,_2„ 17'_2„ 17,_2., 17'_2" 17'_2„ 17.2" 042 16 1 17'-3117'-3117'-317'-317'-3117,_33117'-317'-317'-3117'-3" 30 24"' 14,_2„ 14,_2„ 14'-2" 14,_2„ 14,_2" 14'-2" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" o.c. OR 48" ox-SO1QNG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. Fg 14 73 ,`�1,� PROJECTION rm�l',i� SPAN r 37gg8 AR SPAN (FT.) r` TRIBUTARY WIDTH _ c 3 x 8" RAFTER LIVE LOAD= L.L.= "T' m 90 MPH 100 MPH 110 MPH ;PSF) (IN.) N o EXP. B EXP.0 EXP. B ' EXP.0 EXP. B EXP.0 16" 28,_2„ 25,_7, 25'_7„ 27-6" 25'-2"121'-2" .042 10 24" 23'-0" 20'-10" 20'-10" 042 L 16" I 21'-0" 121'-0" 1 21'-0" 1 21'-0" 1 21'-0" 1 21'-0" 20 24" 17,_2„ 17'_2„ 17,_2., 17'_2" 17'_2„ 17.2" 042 16 1 17'-3117'-3117'-317'-317'-3117,_33117'-317'-317'-3117'-3" 30 24"' 14,_2„ 14,_2„ 14'-2" 14,_2„ 14,_2" 14'-2" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING BETWEEN MAY BE USED AT 32" o.c. OR 48" ox-SO1QNG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. Fg 14 73 ,`�1,� PROJECTION rm�l',i� SPAN r 37gg8 AR SPAN (FT.) r` RIBUTARYY TRIBUTARY= WIDTH I/2 SPAN - O.H. T NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION TRIBUTARY WIDTH TABLE - LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/132007 COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 ps1 DURALUM PRODUCTS, INC. JOB NO GF07-0674' SCALE' NONE 0©00©©�OOOOOOO��,�i RAFTER SPANS HOR IZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY: K.K. B D P 90. 1008'110 MPH (916) 452.7021 FAX 403-1519 sales@duralum.com SHEET 6 OF 29 RIBUTARYY TRIBUTARY= WIDTH I/2 SPAN - O.H. T NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. E.S. EVALUATION DRAWN BY: K K. TOM CAMBELL 8 ASSOCIATES. INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10/132007 COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 ps1 DURALUM PRODUCTS, INC. JOB NO GF07-0674' SCALE' NONE RANCHO CUCAMONGA. CA (9511741-2107 RAFTER SPANS HOR IZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY: K.K. B D P 90. 1008'110 MPH (916) 452.7021 FAX 403-1519 sales@duralum.com SHEET 6 OF 29 PANEL FASTENERS 24" 24" TRI='V" PAN L.L.= PSF 90- MPH 100- MPH 10 #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. #12 S.M.S. 90/100/110 MPH 750" -�� 240" I .07 110- MPH t #10 S.M.S. 1 1 2l]U8 3794 #12 S.M.S. %f `''p• 3"31/ 8 rl " SKYLIGHT DETAIL #12 S.M.S. 12" X U 1/2'• VV F'/-\Nt:L L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER .075" 440" EXPOSURE B & C ml 1 OPTIX@ PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL 1 SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS 100- MPH t=.020" t=.024" t=.032" t=.040" #10 S.M.S. 6" 8" 6" 8" 6" 8" 6" 8" 10 10'-2" 8269 ALPINE AVE., SACRAMENTO, CA 959SHEET 12'-9" 13,-4" 14'-7" 90, 100& 110 MPH 20 8'-10" 10'-3" 11' 4" 12'-3" 30 7'-1" 8'-4" 9'-10" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS o° L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30#12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S LC C. E.S. EVALUATION TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY, JOB NO. GF07.0674 REPORT NUMBER COn9MERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20 8 3o psl DURALUM PRODUCTS, INC. =AB RANCHO CUCAMONGA. CA (951)741-2101 PANELFASTENERS HORIZ.WIND = 8269 ALPINE AVE., SACRAMENTO, CA 959SHEET �' 5 OF 29 . 8 D.P. 90, 100& 110 MPH (916) 452-7021 FAX 403-1519 sales@dwalum.com HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERS ALUM. 3004-1-136 060 SEE TABLE 300" 150' I I I25"R .05' .01 o o .563" cv ri (9 .281.. ED o m WALL `V Ci FASTENERS ALUM.ALLOY 6063-T6 O .060" O 1.75'• � A ROLLFORMED HANGER EXTRUDED HANGER CHANNEL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ALUM. PANEL 2x OR s 3x ALUM. RATER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PR J. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION # 10 SMS @ PANEL LOCKS OR #8 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ATEA CONTACT AT WOOD STUD 16" O.C. .20 CONTINUOUS A- RAIL ROOF PANEL 3 WHERE OCCURS) LL=10 LL=20 ALUM.ALLOY 70 6063-T6 . #10 SMS @ EA,CONTACT w WALL CONNECTION O ALUM.ALLOY 6063-T6 1. R. HANG-ER'rc 2.740" T=.060" J La N WALL FASTENERS SEE TABLE 0 EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY OR CONCRETE f OVERHANG LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C E H H J J. K 90 B C C E H H J J K 110 D C, C G H H J J K 2" x 4"V-6" 24" O C 8'-2"- 4'-3" DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 2' 0" zz Lu QrW._la LL�� A=1%4"0x11/2"@12"O.C. B=3/8"Oxl 1/2"@16"O.C. C=3/8"0x1.1%2"@12" O.C. 15=7/16"0x11/2"@12".O.C. E=3/8"0x21/2"@16"O.C.. F=7/16"0x21/2"@16"O.C. G.=7116"0z2 1/2"@12" O.C. H=3/8"0x21/2"@12"O.C. J=-1/4"Oxl 1/8"@16"A.B. K=1/4"0x11/8"@12"A.B. EXIST. RAFTER #10 SMS T&B AT 12" O.C. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2"x4" • 16" O:C. V-6" 14'-5" T -T' 4'-5" 2'-0" 8'-5" 4'-4" 2'-4" FULL OR SHEET 7 OF 29 2" x 4"V-6" 24" O C 8'-2"- 4'-3" 2,-5„ 2' 0" T-9" / FULL OR 2"x6"FULL OR 24" O.C. 2'-0" 17'-5" 9'-1" 5'-6" 2"x8"NOTCHED• 2"x8" FULL. 24" O.C. 2'-0" 23'-1" 22'-1" NOTE: 10, 20 & 30 L.L.= 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. THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). SECTIONS 9.1.2 8 11.1.2. -14 10#,.L:L.=(2)#8-SMS EA. SIDI 20#130#L.L.=(2)#10 SMS EA. _ ' 3/4" OR 1 1/2" I 2x6117' 6" MIN. RAFTER I _-__ /4_OR11/2____ 2-#20x3" WD. SCREWS L.L.=20 8 30 PSF 2-#14x2 3/4" WD. SCREWS ALL OTHER DESIGN LOADS. . RAF;TE llQ �UVALL*C:QN:N:EC_ TION A APPROVED 3" OR 4" INSUL. ROOF PANEL �-- 1.8130" #10 SMS T&B AT 12" O.C. MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL Yrs n '34� moi-' Cs�%7!'\i JOB NO GF07-0674 MAY BE MOUNTED 0 BRACKET CONNECTION BELOW RAFTER W/ HANGER CHANNEL AND BRACKET SAME CONNECTION'S. PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951)741-2107 ATTACHMENTS HORIZ. WIND =NE AVE.. SACRAMENTO. CA 9REVISED SHEET 7 OF 29 3/16" 8.. 0 STEEL p 0 NOTE: 1/4"0 HOLES.TYP. PROVIDE WATER O PROTECTION; METAL FLASHING O r CAUCK JOINTS AND SLOPE O I TO DRAIN TYPICAL BRACKET AT EVERY 2x MAX. DIST. TO FIRST POST.. \ COVER SUPPORT BEAM OR WALL LENGTH 17.0" ..L.. MAX. 2x6 OR h6 LEDGER RAFTER .3 12" W.S. ( )-#10x1 3/4" PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR DRAWN BY: K.K. MATERIAL BETWEEN BRACKET AND COMP SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET JOB NO GF07-0674 MAY BE MOUNTED 0 BRACKET CONNECTION BELOW RAFTER W/ HANGER CHANNEL AND BRACKET SAME CONNECTION'S. LC C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL 8 ASSOCIATES, INC. LIVE LOAD ==DRALUM OVER. SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE. 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10. 20 8 30 05' PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951)741-2107 ATTACHMENTS HORIZ. WIND =NE AVE.. SACRAMENTO. CA 9REVISED SHEET 7 OF 29 BY. K.K. 8 D.P. 90, too a noM 7021 FAX 403.1519 sates@durztum.com COLUMN/POST TYPES & SURFACE -MOUNT ATTACHMENT DETAILS I I =L —� 3.00"SQ. — .032" #10 SMS 3.00" SQ. I~ 3.00" SQ. I � G=3"SQ.xt=.188" 024" @24"O�C 6 5" 3., EA. SIDE �J1.oct O 075" ~ `�- HK -c b e H=3"SQ.xt=.250" 3=4"SQ.xt=.188'1 —— ALUM. I 14 " R `" =5"SO.xt=.18811 TYPy .040" ALUM. 0" .048"STEEL32 O = 5/8" I PLAS�, 28„ F O R 5.0^ 41 3" SQ. ALUM. POST �3;SQ. ALUM. POST �/ 3' Q. AL M. P T ALUM. MAG POST SQUARE VVI-TH�SIDETPLATES_ D O ALLOY 3004-H36 3" . AL STEEL POST 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 � ALUM. ALLOY 3004-H36 ASTM A653 SS GRADE 40 A M 653 RA E 40 ALUM. ALLOY 6063-T6 ^ � �g'1116. ALLOY• - 00`OR- ,- j60�T5�� 2.40" 2.0.. 1.375" \'s)•--���, ;G�%� CL 7/16"OHOLE56" 2 FLANGES 2 1/8" APART 0 .75" ASTM A653 SS GRADE 40 STEEL 1.t25" 2.5" 37� :$ �� } 0 75" 75" BASE FLARES ,tL.. ExP 313'ti0� ,: 1.60" 157" TO 3"WIDE EA. TYP SIDE OF FLANGES /. — -- — Cn; • NSTALL WASH. PLATOE SE FOR " t .090" �P. 1%e <x 5116" x 5 "WHEN USING I�t.i to MPH WIND AREA POST ONLY 5t~� 5 It 1-7/16"0 HOLE & 2-3/8" HOLES _ \ .090'"BRACKET FOR 3""POSTS CE 2- 5/16"0 HOLES TYP. EA. SIDE AL-VWT�BRACKET STEEL "T" BRACKET 5 T=.060" TYP. ' - (3)_3/8" LAG SCRE R (4)-1/4" LAG SCREWS J (2.5" PENE. INTO WALL) J 2 1/8" 2 1/8' " 3BRACKET 7/8" @SQ. POST wi 3„ t, (2)-#12 SMS EA. 3" SQ. ALUM POST SIDE OF POST OR 6• 1 1' 7 1/4" M.B. THROUGH )1,1/16" X � POST 0 ROD 3/16" T112 I 1 1040 STL / /UGER PARTS PAINTED 20 "RUST-O-LEUM" 20 OR EQUAL 3"SO.POST BRACKET: 1 2 12"x 2 12" OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY /' 4"DIA. 9 GA. 6063-T5 f 3" x 8" ALUM ;R_A_FT. BRACKET ASTM A-36 HELIX ins' 9-x16'x7 GA „��,,, 3 x $ -AL'UM. HEADER STEEL PLATE SINGLE PASS WELDED NOTE: ASTM A36 t, Ht BRACKET RAFTER BRACKET AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL ONLY. OR HOT DIPPED GALVANIZED NOTE: STEEL FOOTINGS AND AUGER ANCHOR TO BE OR ELECTROPLATED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED O STEEL FOOTING SEE CONC. SLAB POST SPACING TABLE FOR SPACING. I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN BY KK DATE 10123,2007 TOM CAMBELL 8 ASSOCIATES. INC. COLUMN r LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST TYPES 10, 20 8 30 Psl DURALUM PRODUCTS• INC. REVISED BY'K K 8 D P RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. NAND = 90, 100 8 t10 MPH 8269 ALPINE AVE. SACRAMENTO. CA 95826 (916) 452.7021 FAX 403-1519 sales@tluralum.clxn SHEET 8 OF 29 COLUMN / NU5 I I YtJtZb 6t bUKrJ-Ur IVIUUIN I MINU CIVIDCLJIVICIV I �L I /11 LtJ ALUM."T"BRACKET USE WITH POST TYPE B,C.D. OR E STEEL POST ONLY: I' USE POST TYPE (3)-5/8"OBOLTS STEE"T" BRACKET POST " PE B.CKE7 USE WITH I I F. G. H. J OR K FOR POST TYPE J _ POST TYPE B.C,D.EJ'.G.H J OR K, I @ 3"SQ. POST W/ I POST 3' SQ POST ALUM.-T'BRACKET I 4 5" (2)-#12 SMS EA. USE (2) 3/8"0 HILTI SIDE OF POST OR KWIK 9QLT$OR EQUAL (2)-112"OBOLTS I 16"INSERT 1/4" M.B. THROUGH S7EEL."T"BRACKET: 1/2 DEPTH OF I I FOR ALL OTHER x .188" POST SEE NOTES BELOW USE (2}3/8'0 HILTI KVVIK FOOTING OR ( I CONDITIONS 4 5* BOLTS OR EQUAL 12` MIN. EMBD. I I ASTM A36 (— (2)-3/8.0 FIILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH i I STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS I - T n r _ BRACKET TO SLAB. / . •� SLAB SHALL BE IN GOOD CONDITION CUBE SIZE 21"1/2" MIN. FOR SIZE SEE FOOTI EXFSTING SLAB M SCHEDULE ATTACHED ALTERNATE FTG ' CUBE SIZE SO. 18" DEEP ' CUBE FTG. 23' & 24" CUBE 18" 18" SQ. 12" 25' - 30- CUBE 20" 21",SQ. 12" 31" - 34" CUBE 22" 25" SQ. 16" 4- 24" 28" SQ. 20" 4 3/4" ^ 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39'. SQ. 28" H. 32" 43" SQ. 30- 1Y 34" 47" SQ. 32" 36" 51" SQ. -34" x9" LONG: l' 38" 55" SQ. 37" FROM END 40" 60'! -SO. 39" OF POST 42" 64" SQ. 41" 44" 69" SQ. • 43" • CUBE FOOTING W/ 3 1/2' SLAB POURED CONCRETE FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS BOLTS 1. DO NOT USE ALUM. 'T' 23' & 24" CUBE (2)-12'0 PULL-OUT= JOB NO. GF07 0674 625# MAX. EACH 25' - 30- CUBE (4)-12"0 PULL-OUT= SURFACE MOUNT 625# MAX. EACH 31" - 34" CUBE -(4)-5/8"0 PULL-OUT= - 865# MAX. EACH 4- (4)-3/4"0 PULL-OUT= 35" -39' CUBE 1375# MAX. EACH 4 3/4" ^ (4)-3/440 PULL-OUT= 40' - 42- CUBE 1835# MAX. EACH NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II OR EQUAL. SPECIAL INSPECTION REQUIRED PER I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. - 4 3/4" NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 18-SC.8ASE PLTI 3/16` V ATM A3— 6 STEEIL 3' SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL:) INSERT PL.1/2"THK. 1 12" 7" 1 1/2" 1 12` 9" 11/2' 2' 14" 2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SQ.x12'- , - B. C. F. G 12"SCIA12" B. C, D, F,'G, & H 18-SQx1/2- B. C, D. F. G. &'H FREESTANDING BASEPLATE ANCHOR FES i ASE PLATE ANCHOR BOLTS (SIZE & TYPE (E9 14 (4)- 3/4"0 HILTI SS KWIK BOLT " 10x 10"x 12' PER LC.C. ESR -1917 <r�J I'ie s0 j (4 3/4" EMBEDMENT DEPTH) 4JO 12"x12"x 1/2" (4)- 1"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 (43/4- EMBEDMENT DEPTH) 18"x18"x 12` (4)- 1"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 (4 3/4" EMBEDMENT DEPTH ) I.C.C. E.S. EVALUATION NOTES: TOM CAMBELL & ASSOCIATES, INC. 1. DO NOT USE ALUM. 'T' LIVE LOAD = -BRACKET WITH 3X8 BM. WANSERT. MAG. BEAM, 4" OR JOB NO. GF07 0674 EMBED. 7" I -BEAMS. 2. POST TYPE E 3 1/4- SURFACE MOUNT INSTALL WASHER PLATE, 2" X 3 1/4' Y" X 0'- z' AT STEEL "T" J 8F2ACKET. 3. POST TYPE F ' 4- AND EMBEDMENT DO NOT USE STEEL "r I~y w 0 4 3/4" ^ BRACKET W/ T' I -BEAM. REVISED BY: K.K. 8 D.P. L 17 (916) 452-7021 FAX 4031519 sates@Cumf=.0 Inw H. A; 1Y a N (1)-1170M.B. w - x9" LONG: l' SQUARE FROM END SEE FTGS. OF POST SCHED. SQUARE POST EMBED. 4 3/4" NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 18-SC.8ASE PLTI 3/16` V ATM A3— 6 STEEIL 3' SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL:) INSERT PL.1/2"THK. 1 12" 7" 1 1/2" 1 12` 9" 11/2' 2' 14" 2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SQ.x12'- , - B. C. F. G 12"SCIA12" B. C, D, F,'G, & H 18-SQx1/2- B. C, D. F. G. &'H FREESTANDING BASEPLATE ANCHOR FES i ASE PLATE ANCHOR BOLTS (SIZE & TYPE (E9 14 (4)- 3/4"0 HILTI SS KWIK BOLT " 10x 10"x 12' PER LC.C. ESR -1917 <r�J I'ie s0 j (4 3/4" EMBEDMENT DEPTH) 4JO 12"x12"x 1/2" (4)- 1"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 (43/4- EMBEDMENT DEPTH) 18"x18"x 12` (4)- 1"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 (4 3/4" EMBEDMENT DEPTH ) I.C.C. E.S. EVALUATION NOTES: TOM CAMBELL & ASSOCIATES, INC. 1. DO NOT USE ALUM. 'T' LIVE LOAD = -BRACKET WITH 3X8 BM. WANSERT. MAG. BEAM, 4" OR JOB NO. GF07 0674 EMBED. 7" I -BEAMS. 2. POST TYPE E 3 1/4- SURFACE MOUNT INSTALL WASHER PLATE, 2" X 3 1/4' Y" X 0'- z' AT STEEL "T" 8F2ACKET. 3. POST TYPE F ' 4- AND EMBEDMENT DO NOT USE STEEL "r 8269 ALPINE AVE.. SACRAMENTO CA 95826 4 3/4" ^ BRACKET W/ T' I -BEAM. 4 3/4" NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 18-SC.8ASE PLTI 3/16` V ATM A3— 6 STEEIL 3' SO. POST (STL.) OR FLUTED OR 4" SO. POST (STL:) INSERT PL.1/2"THK. 1 12" 7" 1 1/2" 1 12` 9" 11/2' 2' 14" 2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT. 10'SQ.x12'- , - B. C. F. G 12"SCIA12" B. C, D, F,'G, & H 18-SQx1/2- B. C, D. F. G. &'H FREESTANDING BASEPLATE ANCHOR FES i ASE PLATE ANCHOR BOLTS (SIZE & TYPE (E9 14 (4)- 3/4"0 HILTI SS KWIK BOLT " 10x 10"x 12' PER LC.C. ESR -1917 <r�J I'ie s0 j (4 3/4" EMBEDMENT DEPTH) 4JO 12"x12"x 1/2" (4)- 1"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 (43/4- EMBEDMENT DEPTH) 18"x18"x 12` (4)- 1"0 HILTI SS KWIK BOLT PER I.C.C. ESR -1917 (4 3/4" EMBEDMENT DEPTH ) I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07 0674 REPORT NUMBER DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10.20 & 30 P st DURALUM PRODUCTS, INC. SCALE: NONE .RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. VIAND = 90. 100 8 110 MPH 8269 ALPINE AVE.. SACRAMENTO CA 95826 SHEET 9 OF 29 REVISED BY: K.K. 8 D.P. - (916) 452-7021 FAX 4031519 sates@Cumf=.0 SPLICE A4 _ ii...042" WHERE SPLICE WHERE ''1 `! ' OCCURS ^070„ I OCCURS - ' ' 8 Q" TYP.t) .;. !•,Ei �� f .032" .110" l TYP. `ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY - - ALUM. ALLOY 3004-H36 I OR EQUAL 6063-T6 O 6063-T6 OR EQUAL J F O 4" i -BEAM 7" I -BEAM O DBL. 2 x 6.5 BEAM \3,X 8 BEAM 1.25" 1 ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3.. 3 Imo- B.. I I 625' .I MAX. 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM .042" I g _ .042" T= 14 GA 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 'I 7.875 ASTM A553 GRADE 50 it it I ) h 1 ALUM. ALLOY 3004ALUM. ALLOY LOY 3004-H36 625" OR EQUAL L OR EQUALO M �I z.s7s 3 x 8 BEAM W/ STL: INSERT DBL. 3 x 8 BEAM O 3 x 8 BEAM STEELINSERT I.C.C. E.S. EVALUATION HEADER BEAM TYPES & ATTACHMENT DETAILS PATIO COVER SYSTEM AS MFG BY: JOB NO F07-0674 1.52" .61" COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GUTTER EXT. CLIP 10. 20 & 30 psl DURALUM PRODUCTS. INC. GUTTER EXT. CLIP SCALE. NONE REVISED BY K.K. & D.F. RANCHO CUCAMONGACA (951) 741-2107 . BEAM TYPES HORIZ WAND = 8269 ALPINE AVE.. SACRAMENTO, CA 95626 SHEET 0 OF 29 90, 100 & 110 MPH (918) 452-7021 FAA 403-1519 sales@dumhjm.com 3.00" SQ. SPLICE WHERE I~ f0T_ 1.79" OCCURS SPLICE WHERE OCCURS SPLICE WHERE OCCURS .. 2.57" 6. 4 6 TYP I 14„R 2.19"14"R 2 04- TYP. .048" 2.08" 2 D4" [-5- P. I TYP 4.000 0• 3.0 .28" 038" R.F. GUTTER - 2 7• ALUM. ALLOY ALUM. ALLOY ASTM A653 SS GRADE 40 FASCIA -ALUM. ALLOY 3004 -H366063 A ALUM. ALLOY -T6 O 6063-T6 O 6063-T6 E O 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM O 3" SQ: -STEEL BEAM SPLICE A4 _ ii...042" WHERE SPLICE WHERE ''1 `! ' OCCURS ^070„ I OCCURS - ' ' 8 Q" TYP.t) .;. !•,Ei �� f .032" .110" l TYP. `ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY - - ALUM. ALLOY 3004-H36 I OR EQUAL 6063-T6 O 6063-T6 OR EQUAL J F O 4" i -BEAM 7" I -BEAM O DBL. 2 x 6.5 BEAM \3,X 8 BEAM 1.25" 1 ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3.. 3 Imo- B.. I I 625' .I MAX. 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM .042" I g _ .042" T= 14 GA 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 'I 7.875 ASTM A553 GRADE 50 it it I ) h 1 ALUM. ALLOY 3004ALUM. ALLOY LOY 3004-H36 625" OR EQUAL L OR EQUALO M �I z.s7s 3 x 8 BEAM W/ STL: INSERT DBL. 3 x 8 BEAM O 3 x 8 BEAM STEELINSERT I.C.C. E.S. EVALUATION DRAWN BY'K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BY: JOB NO F07-0674 REPORT NUMBER DATE. 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 & 30 psl DURALUM PRODUCTS. INC. SCALE. NONE REVISED BY K.K. & D.F. RANCHO CUCAMONGACA (951) 741-2107 . BEAM TYPES HORIZ WAND = 8269 ALPINE AVE.. SACRAMENTO, CA 95626 SHEET 0 OF 29 90, 100 & 110 MPH (918) 452-7021 FAA 403-1519 sales@dumhjm.com BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = ( WOOD. ALUM OR HARDBORD) JOB NO GF07-0674 3" X 8" x.042" BEAM, DATE' 102320D7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 3" SQ. STEEL OR MAG BEAM. \)-#10 S.M.S. EA. SIDE (4) -TOT. SCALE' NONE #10 S.M.S. TOP & 8077. (2) -TOT. 2412 x 1/2" S.M.S. EACH SIDE OF 3• SD. POST (4 -TOTAL) HORIZ. "IND = 8269 ALPINE AVE. SACRAMENTO. CA 95825 #10 x 1/2" S.M.S. TOP ALTERNATE: 1/4"0 BOLT W/ WASHER REVISED BY: KK 8 D.P. 8 BOTT. (2) -TOT.. 1 1/4" EA. SIDE OF 3- SO POST (916) 452.7021 FAX 403-7519 salesQduralum.com 5p ROOF PANEL 6 1/2" _ _ P4" + 1 1p- - .. ROLLFORMED OR .75 j O I I (4)-#14 SDS @ EA. SIDE EXTRUDED GUTTER FASCIA ALUM. BRACKET X' - - 3POST 'SO. TOP & BOTT. TOT.=16 #10 S.M.S. @12•o.C. 2.35" 6 1/2"x2"x 024"RAFTER 2410 x 1/2• S.M.S. EACH SIDE OF S' SQ. POST(4-TOTAL ALTERNATE: 1/4'0 �OLT W/ WASHER EA. SIDE OF 3" SO. POST 3.OD' 3• SO. POST OR .240" GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM J 3" X 3" ALUM. OR STEEL POST 14 H - BRACKET TO POST 13 ALUM. ALLOY 3003-H24 ALO ALLOY 3003-H24 1.50" 1. 28" � 311 211 ;28" � 211 f �--�$ +�-$i P1 2"x3" LATTICE TUBE 1 1d2" SQ" OR P ,#B x 2 "SMS, 2 1/2" (+ OR'3 1/7', TYP. 1 1/2" 0%2" SQ. OR 2"x3" LATTICE @ 3"O.C._MIN. UP TO 7"O.C. MAX. RAFTER LATTICE .T,UBE TO RAFTER 2 LATTICE TUBE O 7V 4 'c �\ w 1 1/2" RAFTER"TAIL" TO GUTTER i = .U4lf R11, OUOJ-I b. W t =.040" 3004-H36 ALUM. (4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER - #8 x 3/4" TEK. SCREWS (RACKET TO BEAM 0 I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:. JOB NO GF07-0674 REPORT NUMBER DATE' 102320D7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10. 20830051 DURALUM PRODUCTS. INC. SCALE' NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENT HORIZ. "IND = 8269 ALPINE AVE. SACRAMENTO. CA 95825 SHEET 12 OF 29 REVISED BY: KK 8 D.P. 90, 100 8 110 MPH (916) 452.7021 FAX 403-7519 salesQduralum.com SPLICE DETAILS �) SIMPLE SPLICE FULL MOMENT 9„ I I 24' I I a10 S M.S. II #12 S.M.S. II ie TOT. TYP. THICKNESS = .035' (24 TOT 11 TYP. THICKN 11 =.035" 6.38" II t II t �I t t tt t :� t+ i-+ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS P CES O LFORMED & EXTRUDED FASCIAS BEAM TO POS I UL IAILS Z) (2)#10 S.M.S. EA. VALLEY, TY NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR S LI - R L I -BEAM ALUM ALLOY SO. POST.CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0 STL. C -BEAM THRU-BOLTS 3 I TOTAL= (8)-1/2"0 BOLTS 1 SS _................. _....... 1 0' _ __......_.............._.................-._.............._... ^ `* Z D� POST FEB 14 u 0 0 0 BEAM TO POST CONN. 2.00" SPLICE WHERE 4 , - •-li'� �1 K10 �, S OCCURS �'! i_i ii( � 1^✓1'T7�' • 070" o @i- ,` O. 37948 '= in !3 TYP. , �. Elp. y3+, JCg ....... ........ _............................ .._....... ... _...... ..._..................... _.................. ' w ALUM. ALLOY 6063-T6 —16"- 1 „ 4" I -BEAM 3'-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WHI OCCUF ALUM.ALLOY 6063-T6 7" [-BEAM MOMENT C -SPLICE ) #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM 7'x4" ALUM. "I" SM. TO BRACKET 2- 3/8"0 M.B. THRU STL.'T' BRACKET TO POST. POST. SEE SCHEDULE -— ALTERNATE BEAM TO POST CONN I.C.C. E.S. EVALUATION DRAWN BY' K.K TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO GF07-0674 REPORT NUMBER DATE' 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10.20 8 30 psl DURALUM PRODUCTS. INC. SCALE' NONE RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HOR'Z WND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K K. 8 D.P 90, 100 8 110 MPH (916) 452-7021 FAX 4031519 sales@duralum.c DOUBLE RAFTER CONNECTION- DETAILS 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: 4414 S.M.S. EACH RAFTER TO COL. -- CONNECT. (8 -TOT.) 4.Y :•6.. 3"x 3"STL.POST (24") I o I ALTERNATE: INSERT ATTACHED OR (2)-2x6.5" OR 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER F,OR FREESTANDING_ _ (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 9 #8 S.M.S. EACH SIDE F1- /7 LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2 - #10 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)-.2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT.OR CONNECTOR . (2)- #10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 LA I I IC.;L bLAIVI I U t -'UJ I UUIVIVCu I Ivry Ogofta BEAM-SRLICEJO OCCUR D RECTLY,OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I 5" 5" #14 SMS MAY BE USE�AS 3.5" ALTERNATE TO 3.5" 1/4"0 BOLTS 3.5" - - 8" BEAM 5" I 5' D OR 6414 SMS EA. SIDE 1 I 6 1/2'SIDEPLATE EA. #,14 SMS EA. SIDE I i SIDE SEE POST SCHED. TOP, MID•HEIGHT AN � BOTTOM. ` 3"ST BETWEEN SIDE PLATES 'B EAMIT012G&VCO N N ECTIO N POST SCHEDULE 21 3 SQ 024+ ( x 6 1 2 2. 2" 3 SQ. x .024" + (2)-2"•x 6 1/2" x .032" ]" -W/ (6)=#14,S M SEACH SfDE� r 2 W/ (6)7#14 S.M.S. EACH SIDE. " ExON C_OB�O NLYNCLUSE ON CONC. SLAB OR FOOTING. EXIST. SHEATHING FEB 14 2009 J J F 2"x6" LEDGER (EXIST.) 1�hOFl s \ N GYVE/� 0 w 3/8" LAG SCREW 11� ul iLu)O Fm -I rXid- 37948' � m • 3/311 .�EXIST. 1" STUCCO OR EQUAL - 2.5" PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 REPORT NUMBER DATE 1 0/2 312 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 & 30 Ps1 DURALUM PRODUCTS, INC. SCALE' NONE RANCHO CUCAMONGA. CA (951) 741-2107 CONNECTIONS HOR12. W = 8269 ALPINE AVE.. SACRAMENTO, CA 95626 SHEET 13 OF 29 REVISED BY* K.K. & D.P 90, 100 8 110 15116) 452-7021 FAX 403-1519 sales@duralum.com 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM �I= FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED mo[MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST SPACING SPACING 7TGMIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. ON SLABPOST POST POST POST POST ' POST POST POST POST POST TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN•) TYPE (IN.) TYPE (IN.) TYPE (IN TYPE (IN-) TYPE 4' 17'-0" 14'-6" 28 F 22 B 19'-4>' -10„ 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 5' 13'-7" 13'-0" 28 F 23 B 18'-D'71„ 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 23 B 16''8'5,_7„ 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15'_5.' " 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" 26 G 24 B 14' 6'3 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 9' 7'-7" 9'-8" 26 G 25 B 13'-7" 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 12 -9 10' 6-9" 9'-2" 26 G 25 B 12'-12,-1„ 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6'-2" 8'-9" 26 G 26 B 12'-3 28 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 12' 5'-8" 11'-s" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 28 11'-0" 26 G B 13' 5'-2"1'0 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 f i 29 B 14' 4'-10" 10'-1 „ 28 H 30 B 8,-4„ 28 H 28 B 10'-0" 28 H 29 B 10'-3" 15' 4'-6" 10'-6" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B 9'-10" 16' 4'-3" 10 2" 28 H 31 B 7'-10" 28 H 29 B 9'-6"28 H 30 B 17' 4'-0" 9'-10" 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28H 31 B 18' 3'-9" 9' 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 19' 3'-7" 9 -2 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B 8'-10" 3,4„ 9'-0' 33 H 32 B 7'-0" 33 H .3Q ,_ 8'-10" 33 H 32 B 8' 7" POST F MAX HT = 8' FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" " ' F FOOTING SHOWN IN CUBIC INCHES I f1r0` 37p,4 FIGUREINDICATES B t !t �' -, GNT �'Ij) WITHOUT SLAB.FIGURE INDICATES EXPOSURE 3i3?/' SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE' WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B& C. SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY* K K TOM CAMBELL &ASSOCIATES. INC. SOLID LOAD - PATIO COVER YSTEM AS MFG. BY: JOB NO. GF07-0674 REPORT NUMBER DATE 70232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 101 20 psf DURALUM PRODUCTS, INC. SCALE. NONE REVISED BY' K.K 8 D.P RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HOR12. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 14 OF 29 '10#L.L. 90MPH 90,100& 110MPH (916)452-7021 FAX 403.1519 sales@du I=.mm I.C.C. E.S. EVALUATION } TOM CAMBELL 8 ASSOCIATES. INC. 3" SQ. STEEL BEAM 106 NO GFOi-0674 DBL. 3"x8"x.042"BEAM DATE: 10/132007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, "IP'�' IiEESTANDIFiG LE DBL,2_x6.5x.032" �OR7T':X8'BEAIVI:— BEAM SCALE. NONE REVISED BY: KK 8 D.P 3"x8" BEAMMINSERT AND ATTACHED HORIZ. WIND =6269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 24 OF 29 10 q L.L. 90 MPH 90,100 8 11OMPH@ f° rx MINIMUM NO. OF POST MAX.POST MAX.P,OST FREESTAND o 0— v — g MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. ATT. FREESTAND ATT. < o FOOTNOTE: K� F Q a z SPACING FTG. SPACING FTG. SPACING FOR DBL. SPACING a -• FOR 3"'x 8' MAX.POST SPACING m FTG. MIN. FTG. MIN. FTG. MIN. POST TYPE t POST TYPE 2 v> O (IN.) POST TYPE ( IN.) (IN.) POST TYPE (IN.) 2" x 6.5x.032"8 GAM (IN.) POST, FTG. FTG. FTG. EXP. B EXP. C EXP. B EXP. C TYPE (IN.) (IN.) TYPE (IN.) 27 4 25'-4" 17'-4" 28 G 22 23'-10" 33 G 23 1 s 4 16-4 28 G 20 32'-0" 33 G 6' 2 2 3' 7" 15 _7„ 16'-4" 31 0" 2 2 5' 20'-3" 16'-1" 28 G 23 21 4 21'-1" 33 G 24 14'-8" 1a'-8" ' 28 G 21 28'-7" 33 28 2 2 2 2 13'-11" 14'-8" 7'-9" G ,. 28 6' 16'-10" . 15'-2" . 28 G 2419 69-3„ 33. G 24 13'-4" 13'-4" 28 21 26'-2" - 33 2 '2 12'-8" 13'-4" 5,4„ G 8' 2 2 14'-6" 14'-4" 28 G 25 18'-1" 33 G 25 12' 4" 12' 4" �—� 28 G 22 24' 2„ 33 G 29 2 17-10" 1' 9" �l•_1.2' 4= • y, 3 2 2 30 8' 12'-8" 13'-9" 28 G 26 .28 G 25 11'-7" 11' -7" 26 G 22 22'-8" 33 G 2 t0• 3 2 2 9' 11'-3" 13'-3"15'-1 28 G 26 " 28 G 26 10'-110 10'-1 26 23 21'-4" 33. 30 3 � 10'-10' G 0'-8" G. „• 3 2 2 31 10' 10'-2" 12'-9" 28 G 27 15'-2" 28 G 26 10' 4" 10'-4" 26 G 23 20'-3" 33 G 12' 3 14'-11" -10" 10�„ g'_7" 3 2 2 11' 9'-3" 12'4" 28 G 28 14'-5'4,-3" 28 G 27 9'-10" 9' 10" 26 G 24 19'-4" 33 G 32 ,3' 3 g:_4, 9'-10" 18'-8" 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" s'-5" 2624 G. 18'-6" 33 G 3 T-8" g. 0.. 9, 5„ 7' 10.1 32 14' 4 2 2 13' 7'-9" 11'-8" 28H 29 28 H 28 9' 1,. 9, 1„ 28 H 24 17'-9" 28 H' 32 ,s' 3 8'-8" 9'-1" 17'-2" 4 2 3 33 14'7'-3" 11'-5" 28 H 29 12'-2, 28 H 28 8. 9.. . 28 H 25 17, 1„ 28 H ,B' 4 4 7 g �„ - g _g -,-,8.-g.; '16'-7", .2 3 15' 6'-9" 11'-2" 28 H 30 12-42, 2„ 2,8 H 28 a -5" 8-0„ 8'-5" 8,-5„ 28 H 25 1 s,�„28 16'-0" H 33 ,7 4 5 2 3 34 16' 6'-4" 10'-11" 28 H 30 11 111 28 H 29 8'-2" 8'_2,. 28 H 25 16'-0" 28 H 18' 4 -9" 7.9.. -,-'8'-2" 5'-6" 5 2 3 17' 5'-11" 10'-8" 28 H 30 11' -7 28 H 29 7'-11" 7'-11" 28 25 15'-6" 28 34 19' 4 - 1''S" 7'-s" 7'-11' H15'-0" H 5 3 3 34 18' 5'-8" 10'-6" 28 H 31 11'-3" 28 H 29 7'-8" 7'-8" 28H 26 15'-1" 28- H 20' 4 5 3 3 11'-2" 7,A„ 7 _g 14'-7" 19' 5-4--10' 4" 33 H31 10'-10" 33 H 29 7�_6„ 7'-2" 7�_6.. 7'-6" 33 H 26 14'-T. 33 H 35FOOTNOTE: S'-1" 10'-2" 33 H 31 1o' -s" 33 H 30 7,A„ 7,A„ 33 H 26 14 ' 33 H R MIN. NO. OF POST HEA20' 35 REQUIRED RED SPAER AND OCING MUST EXCEED 7'-4" 3'-10" ALLOWABLE SLAB SPACING FOOTNOTE: "SAMPLE": • ." -^ OR LESSER MUST BE USED FIGURE INDICATES EXPOSURE B '�' .-� ��=.ti p�+Q�• \ f ES FOOTNOTE: 4 0 1 ZUU8 �y'FIGU.B.E � INDICATESWEXPOSURElC- C,., �� • .—S/?� COL. COL. TYPES TYPES 1 =.024" 2 =.032" SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTINGS. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. a;:,,,,,7 ` !``.` �•�\,-a'.Sl • j NOTE: :." 4_,f ?tf; FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. f SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY K,K. TOM CAMBELL 8 ASSOCIATES. INC. ICE v- LIVE LOAD =1(916) PATIO COVER SYSTEM AS MFG. BY: 106 NO GFOi-0674 REPORT NUMBER DATE: 10/132007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, "IP'�' IiEESTANDIFiG LE 10. 20 8 3(t pslDURALUM PRODUCTS, INC. SCALE. NONE REVISED BY: KK 8 D.P RANCHO CUCAMONGA. CA 19511 7412107 AND ATTACHED HORIZ. WIND =6269 ALPINE AVE. SACRAMENTO, CA 95826 SHEET 24 OF 29 10 q L.L. 90 MPH 90,100 8 11OMPH@ a52-7021 FAX 4031519 sales Euralum.com 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' UK Lt55 txr.b&u ' It I H mp O z mQ UUJ �Q N0O 7" I -BEAM CUBE FOOTING SO. x 18" THICK DBL. 3"x811x.042"BM CUBE FOOTING DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM CUBE FOOTING 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x e BEAM FREESTAND ATTACHED MAX.POST SPACING 22" FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTGTpo (IN. FTG (IN.) MIN. POST TYPE FTG. (IN.) ITYPE MIN POST I FTG (IN-) MIN. POST TYPE 4' 8'-11. 19'-5" 37 J 24 F 28" 11'-9" 32 J 22 B 30•• 8'-0" 10'-2" 28 J 19 B 52" 15'-9" 32 1 J 22 C/E 5• 7'-1" 17'-4" 32 J 25 F 10'-6" 32 1 22 B 7'-2" 9'-1" 28 J 20 B 14'-1" 32 J 23 % 6' 5'-11" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 8'-3" 28 J 21 B 12'-10" 32 J 24 C�/E 7' 5-1" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 7'-8" 26 J 21 B 11'-11" 28 J 25 CE B' 4' S.. 13'-9" 32 J 27 F 8'-4" 28 J 24 B 5'-8" 7'-2" 26 J 22 B 11'-2" 28 J 25 E�/E 9' 3'-11" 13'-0" 32 J 27 F 7'-10" 28 J 25 B 5' 4" 6'-9" 28 J 22 B 10'x" 28 J 26 E/E 10• 3'-6" 12'-3" 32 J 28 F 7'-5" 28 J 25 B 5'-0" 6'-5" 28 J 23 B 10'-0" 28 J 26 E�/F 11• 3'-2" 11'4" 28 J 28 F 7'-1" 28 J 26 B 6-2" 28 J 23 B 9'-6" 28 J 26 E/ 1z' _ 11'-3" 2g J 29 F 6'-9" 28 J 26 B 5'-10" 28 J 23 B 9'-1" 28 J 27 F 13' _ 10'-9" 32 K 29 F 6'-6" 32 K 26 B 5'-8" 32 K 24 B 8'-9" 32 K 27 E� 1a - 10'-4" 32 K 30 F 6'-3" 32 K 27 B 5'-5" 32 K 24 B 8'-5" 32 K 28 E� FOOTNOTE: "SAMPLE" �j� FIGURE INDICATES EXPOSURE B '�'T/ �1�' FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C ,�,.t .-•-"—tee.': �� �. NOTE: r., ,1.�'•. FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES ili . \ c,; •3j3'IIC SHT. 9 FOR ATTACHED &'� SHT. 23 FOR FREESTANDING I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING SOLID CUBE FOOTING SO. x 18" THICK CUBE FOOTING CUBE FOOTING SO. x 18- THICK CUBE FOOTING WI NO SLAB W/ NO SLAB W1 SLAB W/ NO SLAB W/ NO SLAB W1 SLAB 20" 23" SQ. 18" 38•' 50" SO. 36" 22" 26" SQ. 20" 40" 51" SQ. 38" 24" 30" SO. 22" 42" 53" SQ. 40•' 26•• 33" SO. 24" 44•• 55" SO. 42" 28" 37" SQ. 26" 46" 56" SO. 44" 30" 41" SQ 28" 48" 57" SO. 46" 32" 45" SQ. 30•• 50^ 58" SO. 48... 34" 47" SQ. 32" 52" 61" SQ. 50" 36' 48" SO. 34•• 54•• 64" SQ. 52" I.C.C. E.S. EVALUATION DRAWN BY' K.K TOM CAMBELL 8 SSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY REPORT NUMBER DATE 10.232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20830pst DURALUM PRODUCTS. INC. JOB NO GF07-0674 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 AND ATTACHED NO gOD100 10 6269 ALPINE AVE.. SACRAMENTO. CA 95826 REVISED BY. K K. & OR 30 8 L.L. 110 MPH 8vt MPH (916) 452-7021 FAX 403-1519 sales@duralum com SHEET 23 OF 29