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08-0908 (PAT). s P.O. BOX 1504. " 78=495 CALLE TAMPICO LA QUINTA'',CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT V t BUILDING PERMIT Application Number: 08-00000908 Property Address: 81877 RUSTIC CANYON DR APN: 764-280-999-51 -300237- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 1609 Applicant: Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Cl((ss: C51icens 379 CDate' 7 1 Contractor: v OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the following reason (Sec. 7031..5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that. he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The ' Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her.own employees, provided that the ' improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I 1 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 Owner: KUNKLE MIKE 81877 RUSTIC CANYON DR LA QUINTA, CA 92253 ( Contractor: LA QUINTA PATIO COMPANY D 40133 CALLE LOMA ENTRAD BERMUDA DUNES, CA 9220 (760)863-4335 Lic. No.: 449379 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 !AY Date: 5/19/08 a WORKER'S COMPENSATION DECLARATI --�TJ` /,- I hereby affirm under penalty of perjury one of the following declarations: \\�eS`// I have and will maintain a certificate of consent to self -insure for workers' compensatio 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 ENDURANCE REIN Policy Number WEN0003727-02 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 theworkers' comp sa[ion laws of California, and agree that, if I should "become subject to the ork r 'comp ion provisions of Section 3700 of the Labor Code, all forthwith wi se 'ions. t l5` Date: pplicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERA IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0001., IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced - within .180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply' h all city and county ordinances and state laws relating to building construction, a re auth repre Lives of this coun y to e r upon the above-mentioned property tion p o 1 Da[e` gna[ure (Applicant or Agent): Application Number . . . . . 08-00000908 Permit. PATIO COVER Additional desc . _PERMIT Permit•Fee.* 39.00 Plan Check Fee-. 25.35 Issue.Date Valuation . . . . 1609 Expiration Date .11/15/08 Qty Unit Charge Per Extension BASE FEE 15..00'• " 12tQQ 2.0000 HND BT,nc 501-2,.0n0 24.00 - -------------------------------------------------- Special Notes and Comments ATTACHED ALUMA WOOD OPEN LATTICE SHADE STRUCTURE PER APPROVED PLANS PER GB ---------------------------------------------------------------------------- Other Fees . . . . . . . STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- Permit Fee Total 39.00 ---------- .00 ---------- .00 39.00 Plan Check Total 25.35 ..00 .00 25.35 Other Fee Total 50 .00 .00 50 Grand Total 64.85 .00 .00 64.85 F1 Bin # City of La Quinta Building 8L Safety Division Permit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: 105-7 k175T! e C*f p,(/ Owner's Name: A. P. Number: Address:Or15'77 &05T - e- C -"AA) 6k1 Legal Description: City, ST, Zip: 4—* -) C4 Z26 -- Contractor: L- h Ooi rfr Pfi-T'/ L7 0-0 - Telephone: + Req'd Rec. d TRACKING. Address: 40 - ( 3 3 f/+LL (^, L 0 /vi O �:- N NLA-bA City; ST, Zip: J/,\ -)V10 t; A- , Project Description: Telephone: 7 649 - S 7 q-/�U q 3 City Lic.#:q�j /(ps �: j,C State Lic.#: -q-qcl37 C! Arch., Engr., Designer: Address: City, ST, Zip: • Reviewed, ready for corrections 12 IN pTelephone: Lic.�rn a .,F nr Person: UL IN 0 (, (' Construction Type: Occupancy: Project type (circleone): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Total Permit Fees Amount 7 - /0'-f3 Estimated Value of Project: Telephone # of Contact Person: APPLICANT: DO NOT WRITE BELOW THIS LINE + Req'd Rec. d TRACKING. PERMIT FEES # Submittal Plan Check submitted Item Plan Sets • Reviewed, ready for corrections Plan Check Deposit Structural Calcs. Called Contact Person Plan Check Balance Truss Calcs. Plans Picked up Construction Energy Calcs. Plans resubmitted Mechanical Flood plain plan 2"' Review, ready for corrections/issue Electrical Grading plan Subcontactor List Called Contact Person Plumbing Plans picked up S.M.1. Grant Deed H2O,A, Approval Plans resubmitted Grading 3" Review, ready for correctionstissue Developer Impact Fee IN HOUSE:- Planning Approval Called Contact Person A.I.P.P. Date of permit issue Pub. Wks. APpr School Fees Total Permit Fees Amount 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 Aluminum 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(Wcharter.net should you require additional information. Sincerely, lC No. sae Tom Campbell, PE C1Vtl Site Information Owner's Name /` V Address ��� 7� �S�Z� 6-niv4 1J < City/Town State. qZ- ;o 4 tz .. �,.. r PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: I APR 10 ZOOS. GOVERNING CODES: _ - ��.---.� �.+- „_. �• ;: ` _,``l ' 1: THE`DESIGN COMPLIES WITH THE 2006`INTERNATIONAL 'BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, 41' `��' =- _{?r1� ' NASCE/SEI 7 -05 -MINIMUM DESIGN LOADS -FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00 �- + ' J a i i✓�/Z <`���, DRAWING NOTES :k CQ 6 4;Y i` ✓ '\ • 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 1 C`.% j(-• 1\1O 37�43 a _ '` OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, LLI F1' U ); ty=` Ci.P.313110 METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. La i a 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. r 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' s AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. , DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. R' • - t �. ! ' 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. DESIGN LOADS 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. -11 rRESIDENTIAL APPLICATIONS = IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H' • 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN. • y - ' �'� !� r ASCE/SEI 7, SECTION 6.5.7.1. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. 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.SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. -26"t-HE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED •AS "OPEN" ROOF: 30 POUND_ S PER SQUARE FOOT (EXPOSURE C. NON -HEATED STRUCTURE). STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7. SECTION 6.5.13 21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. ` WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 100 MILES PER HOUR, EXPOSURES BAND C. t 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, 110 MILES PER HOUR, EXPOSURES B AND C. ;' w FT), SHALL NOT BE LESS THAN ONE (1). ' SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D. MATERIAL SPECIFICATIONS: . 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION. 1605.3.2. 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. . • 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. ` . 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. r PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. , 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 SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ASTM A653, GRADE 40., I . 1. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE). 4 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. WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 28. THE EXPANSION ANCHORS CITED'IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT -TZ CARBON 100 MILES PER HOUR, EXPOSURES B AND C. % STEEL (ICC -ES ESR -1917) INSTALLED WITH SPECIAL INSPECTION IN ACCORDANCE WITH H IBC SECTION 170.4.13 OR 110 MILES PER HOUR; EXPOSURES BAND C. APPROVED EQUAL _ ' • ' SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY C " NOTE'S:* ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED ' DRAWN BY: KK TOM CAMBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG: BY: JOB NO. GF07-0674 ' DATE: 101232007 ICOMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING � 10, 20 8 30 psf DURALUM PRODUCTS, INC. •' SCALE: NONE ( I GENERAL NOTES - HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 'SHEET 1 OF 29 RANCHO CUCAMONGA,-0A 951 741-2107 > - REVISED BY: K.K. 8 D.P. . Afl 1f1f1R 17(1 MPH lC7r,1 d57-71177 FAY dfli-151a'aalcelilAval„m rnm ATTACHMENT CHANNEL ALUMINUM .;FF nFTAIL — ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% — OF SPAN SEE DETAIL FOR SPLICE 1 1/2" SQ. SCROLL POSTS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE IIA -1 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 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL'S, SHT.7 — ROOF PANEL MIN. 0.5" SLOPE PER FT. SEE SCHEDULE ZZZYUJ I ANU H tNU NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER !,!' [V COMPONTENT UNLESS OTHERWISE SLiOC! ry OF SrRUCTL RF VF (AfAYNOr8E ENCCOSEO) SEFSCNFD FOR SPANS SE SCHEDULE OR "O.H " NOT TO EXCEED 25% _ OF SPAN 0 SEE DETAIL FOR SPLICE - m U ALTERNATE: = 1 1/2" SQ. SCROLL POSTS SINGLE POST POST D AT END BUOYS. ER- 3 1/2" SLAB ATTACHMENT iv MAY BE USED WHERE HORIZ. VIAND = PERMITTED. 40 SPLICE AT THIS SEE SCHEDULE POST AND MAX. HT.= 12' rC ZZZYUJ I ANU H tNU NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER !,!' [V COMPONTENT UNLESS OTHERWISE SLiOC! ry OF SrRUCTL RF VF (AfAYNOr8E ENCCOSEO) SEFSCNFD SESBOR SE SCHEDULE OR tF8 LIVE LOAD= POSTS ACINE ALTERNATE: SINGLE POST 25% OF pCFE q��I�r O O.k ALTERNATE: SOLID PANEL 25'6%Fs gNCFFO SINGLE POST POST D AT END BUOYS. ER- SEE SCHEDULE ALTA LOMA, CA (951) 741-2107 STRUCTURES HORIZ. VIAND = NOTE 40 SPLICE AT THIS POST AND AT END BAYS. Exp. BEAM FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 9 p.. WHERE REQUIRED t2ULE FOR FOOTING CUBE SIZE ,SPR 10 2108 NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. IMINUM n OF s Y PANEL MIN. 0.5" SLOPE PER FT. O,H 7RUCTURE VA HEDULE SPANS (*yNOre EF/vCCOS 10Ep� "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SO. POSTS. SIZE VARIES - 3 12" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE SFESC/V SESBOR S SPACIN LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: ALTERNATE: SINGLE POST 25% OF pCFE q��I�r O SEE SCHEDULE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL NOTE 0 SPLICE AT THIS DURALUM PRODUCTS, INC. 18269 POST D AT END BUOYS. FOOTING WHERE REQUIRED ­/ SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 12 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET REPORTNUMBERDATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psl DURALUM PRODUCTS, INC. 18269 2 OF ER- SCALE: NONE ALTA LOMA, CA (951) 741-2107 STRUCTURES HORIZ. VIAND = ALPINE AVE., SACRAMENTO, CA 95826 cw��4 REVISED BY: KK & D.P. 90. 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.com I tt I.C.C. E:S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. O ZE OPEN LATTICE TYPESAND •• REPORT NUMBER Sr, COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE . „10, 20 8 30 psf OURALUM PRODUCTS, INC., SHEET NG • ALTA LOMA, CA (951) 741-2107 STRUCTURES HORIZ_ WIND = NG • MAX. PROD. -' /SriNG • B U i NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEEESSCHEDULE MAY NOT BE ENCLOSED OR COVERED. • a \ " SEE SCHEDULE s /�O/NG t JOBNMGL7 6ri • • 7y-9, •,�.• 26% OF SPAN _ { _ \ �,i RAFTER, SEE TABLE FOR SIZE O,cpq.r O , OST �Fq \ AND SPACING q: { Sp yq is-•' � - .- t qC HG /NC • zS��T•OO�F•4y„ r 25 A X. .H.. - • . ' _ Po THHEIGHT E qC/N • a. SEE SCHEDULE . O _ � . • � - _ 7 ' B � ,. - •. SEE CHFf1UI,F, ,� q1G U �. 1• � ". , ," D - •O�y6 , LENGTH OF STRUCTURE VARIES • - � a OST WITH SIDE- PLATES SEE DETAIL. _ r - LENGTH OF STRUCTURE VARIES - O - k9 - IWllf'I' _ •. ' AGF NG _•� r - • 312'SLAB ATTACHME NT pOS TSp POST WITH SIDE - NOTE: EACH COMPONENT IS INTER- pO MAY BE USED WHERE SFF PLATES SEE AIL CHANGEABLE WITH ANY OTHER SFFT Sn < iS COMPONTENT UNLESS OTHERWISE SHOWN. 9a�F ERTED.SCHEDULE�'' /N �,,,,; v ^r • , • -�-'==-'--'= NOTE: EACH COMPONENT IS INTER- p OSIS 3 12' SLAB ATTACHMENT • FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBESIZE.^ -_CkiANGEABLE WITH ANY OTHER S FFT •Oq MAY BE USED WHERE PERMITTED. OPEN LATTICE PATIO COVER ^,'^„ -.'ti I .. C t�IR NTENT UNLESS OTHERWISE SHOWN. ' 9e /N �� �F SEE SCHEDULE -TYPE NOTE: THIS OPEN urncE-TYPE SrnucriiRE:v',. �•^ w \� - r SCALE: NTS MAY NOT BE ENCLOSED OR COVERED;_/11 - • - /I \ - ip FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING a u - .•t �, , jy��\' n n CUBE SIZE TYPE E ATTACHED SINGLE SPAN LATTICE STRUCTURE:' r 6' ', TYPE F ATTACHED MULTISPAN LATTICE STRUCTURE • 101000 = 1 •Ji. `Q' 3 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE } MAY NOT BE ENCLOSED OR COVERED. RAFTER. SEE TABLE MAX. PROJ.�.,�� • FOR SIZE _ SEE SCHE U _- 1 NOTE: THIS OPEN LATTICE-TYPESTiiUCTURE- • 3�3 " IO MAX. PROD. y ,SEE SCHEDULE . - • AND SPACING MAY NOT BE ENCLOSED OR•COVERE • RAFTER. SEE TABLE �. "Se •y O.H.MAX.O.H O,cp'4.r .��.,. �""'.,, FOR SIZE i d _ ANDSPACING O 25% OF SPAN oS VF � 1.• r -. - S O.H . � rSpq "a ?SY,O r • - r ' - A.OVF 25 O OF - OS TSG � OST HEIGHT BE HEDULE , (,E " ~ r 6 ' OST HEIGHT ' ®•O { SE S1,HEDULE C, i -O� 76 O LENGTH OF STRUCTURE VARIES H - • 16 ' o�F - ` - �O OST CROSSSECT1 r SEE POST DETa LENGTH OF STRUCTURE VARIES IIIIyII}IUpGI - ,.. ' • • yFF Lpe�Ci,1, G ". pOS POST OROSSSECTION. - SEE PO71Y' t., ••NOTE: EACH COMPONENT ISINTER-` po Mnve CHANGEABLE WITH ANY OTHER sFsp USED. TO CONSTRAIN - .lNc . I COMPONTENT UNLESS OTHERWISE SHOWN.F /N ` FOOTING. SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- * S oST BE USED TO CONSTRAIN !,OPEN LATTICE -TYPE. PATIO COVER CHANGEABLE WITH ANY OTHER FFr Spq ��F NG FOOTING. SEE ., SCHEDULE • SCALE: NTS FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE COMPONTENT UNLESS OTHERWISE SHOWN. "' FOOTING WHERE REQUIRED y SEE SCHED. FOR FOOTING CUBE S1ZE t ' ':TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE � I.C.C. E:S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. •LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE . „10, 20 8 30 psf OURALUM PRODUCTS, INC., SHEET ER- . SCALE: NONE ALTA LOMA, CA (951) 741-2107 STRUCTURES HORIZ_ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 3 OF 29 1 REVISED BY: K.K. 8 D.P. 90,100 & 110 MPH (916) 452-7021. FAX 403-1519 sales@duralum.com JOBNMGL7 6ri PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C .075" .750" 860" 24" .300" .440"E] 265" 24" TRI-'V'PAN 0" .07 ' 40" L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. OPTIX® PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL 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. SKYLIGHT DETAIL APR 101000 SCHF-nl n F nF AI I OWARLE SPANS FOR 6" / 8" x 2 1/2" q •�; 12" X 3 1/Z" VV I-ANtL 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 FLAT PANEL ADJACENT TO SKYLI(3H I PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" t-040" #10 S.M.S. 6" 8" 6" 8" 6" 8" 6" 8"' 10 10'-2" 10'-2" 12'-9" 12'-9" 13'-4" 13'-4" 14'-7" 4A4 20 8'-10" 8'-10" 10'-3" 10'-3" 11'-4" 11'4" 12'-3" 12'-3" 30 7'-1" 7'-1" 81=4" 8'-4" 9'-10" 9'-10" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS rn _ No. 37948 � Ell f G:p. 3131./0" /.r '�. C)V11. ' 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 DRAWN BY: KK TOM CAMBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA95826 SHEET 5 OF 29 REVISED BY: KK 8 D.P. 90, 100 8 110 MPH uralu FAX 403-1519 salesQduralum.com RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004-1-136 6.5" OR EQUAL � 3" 6.5" 3.0" �� 8.0" 2" MAX 2.. * SEE NOTE BELOW ALUM. ALLOY 3004-H3,6 042„ ALUM. ALLOY 3004H36 024" 024. OR EQUAL OR EQUAL 032" -� f= .042" .032" *SEE NOTE BELOW *ENGINEER'S NOTE: WHERE SINGLE BETWEEN MAY BE USED AT 32" o.c. C -� 1 C1�4'1^ o. 3794$ L'.I �y; . 31 ... TRIBUTARY m = TABLE 2 x 6 1/2" RAFTER (v, �TN) 90 MPH L.L.= i (PSF) ,(IN.) m u 90 MPH 100 MPH J 110 MPH w o EXP. BI EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP.0 H o 16" 4" 14.-4„ 13,_0„ - 13,_0" 11,_8„ 12,_10" 11'-4„ ' 16" .024 24" 11,_8„ �- " 10,_7, 9'-6" 10,-4" 9'-3" 15,_0„ - - 16" 19,_1" 17'-4" 17,-4" 15,-6" 17,_1" 15'-4" 10) .032 24' , 15,_6„ 14,_7, 14,_7, 12'_8„ 13'-11" 12,_3" 21,_0, 16" 26'-4" 23'-10" 23'_10„ 21,-6„ 23,_0„ 20._10„ 24" .042 24" 21,-6„ 19,_6„ 19,_6„ 17,_6„ 18,_9„ 17,_0" 19'-8" 17'-4" 16" 10,_8„ 10,_8„ 10'-B" 10,4, 10,_8„ 10,_8„ 15,_2., .024 24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'4" 16" 14,_3„ 14,_3„ 14,_3„ 14._3" 14,_3„ 14,_3" 20 .032 24" 11,_8„ 11,_8„ 11,_8„ 11,_8„ 11,_8„ 11'_8„ 16" 19,_8„ 19'_8., 19'_8., 19,_8„ 19,_8„ 19,_8„ 20,_7, 042 24" 16'-1" 16 _1„ 16.1„ 16 _1" 16'-1" 16'-1" 16'-6" 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" .024 24" 7'-2" 7.7, 7'-2"T-2" 10 _2„ T-2" 7'-2" 30 _ 10,_7, 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 16'-7" .032 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 13'-6" .042 16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1 13'-3" *ENGINEER'S NOTE: WHERE SINGLE BETWEEN MAY BE USED AT 32" o.c. C -� 1 C1�4'1^ o. 3794$ L'.I �y; . 31 ... TRIBUTARY c = TABLE DBL. 2 x 6 1/2" RAFTER (v, �TN) 90 MPH L.L.=J�;N.) 110 MPH a 90 MPH 100 MPH 110 MPH (PSI) EXP.0 H o XP. B EX EP.0 EXP. B EXP.0 EXP. B EXP.0 22,_6„ .024 ' 16" 20,_3„ 18.-4„ 18,-4" 16,_6„ 18,_1'. 16'-0" 24" 16,_6„ 15,_0„ 15._0" 13'-6" 14._5' 13'_1„ 10 -16127,_0„ 24-6„ 24'_6„ 22,_0„ 24,_7' 21,-4„ 1 21,_0„ .032 21,_0, 20 .042 24" 1 17,_7 17,_2„ 17,_7, 24" 22,_0„ 20,_0„ 20,_0„ 18,_0„ 19'-8" 17'-4" 16 15,_7, 15,_7, 15,_2., 15,_2„ 15,_7, 15,_7, 024 24" 12'-4" 12'-4" 12'4" 12'-4" 12'-4" 12'4" 20 16" 20,_7, 20,_7, 20,_7, 20,_7, 20,_7, 20,_7, .032 24" 16'-6" '16'-6" 16'-6" 16'-6" 16'-6" 16'-6" .024 24" 10 _2„ 10,_7, 10,_7, 10,_7, _ 10,_7, 10,_2„ 30 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" .032 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" *ENGINEER'S NOTE: WHERE SINGLE BETWEEN MAY BE USED AT 32" o.c. C -� 1 C1�4'1^ o. 3794$ L'.I �y; . 31 042 116�17'-3�17'-3�17'-3117'-3j17'-3j17'-3117,_3 17,_3 �17,_3117,_3j17,_3j17,_3" 30 24" 14,_7 14,_7 14,_7 14,_2„ 14,_7 14,_2" DOUBLE RAFTERS WITH 3" MAX. SPACING 4NGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN J.H. . z. h TRIBUTARY TRIBUTARY= WIDTH V2'SWAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN ... TRIBUTARY WIDTH = TABLE L.= SF) (v, �TN) 90 MPH 100 MPH 110 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 SCALE: NONE 042 16" 28,_7, 25,_7" 25,_7, 22,_6„ 25,_2„ 21,_2„ 10 . 24" 23,_0„ 20,_10" 20,_10,. 18,_9" 20,_6„ 18,_7, 16" , 21 _0„ 21 _0„ 21,_0„ 1 21,_0„ 21,_0„ 21,_0, 20 .042 24" 1 17,_7 17,_2„ 17,_7, 1 17,_7 17,_7 17,_2„ 042 116�17'-3�17'-3�17'-3117'-3j17'-3j17'-3117,_3 17,_3 �17,_3117,_3j17,_3j17,_3" 30 24" 14,_7 14,_7 14,_7 14,_2„ 14,_7 14,_2" DOUBLE RAFTERS WITH 3" MAX. SPACING 4NGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN J.H. . z. h TRIBUTARY TRIBUTARY= WIDTH V2'SWAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK. m c cc 3 x 8" RAFTER L.= SF) (v, �TN) 90 MPH 100 MPH 110 MPH EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 SCALE: NONE 042 16" 28,_7, 25,_7" 25,_7, 22,_6„ 25,_2„ 21,_2„ 10 . 24" 23,_0„ 20,_10" 20,_10,. 18,_9" 20,_6„ 18,_7, 16" , 21 _0„ 21 _0„ 21,_0„ 1 21,_0„ 21,_0„ 21,_0, 20 .042 24" 1 17,_7 17,_2„ 17,_7, 1 17,_7 17,_7 17,_2„ 042 116�17'-3�17'-3�17'-3117'-3j17'-3j17'-3117,_3 17,_3 �17,_3117,_3j17,_3j17,_3" 30 24" 14,_7 14,_7 14,_7 14,_2„ 14,_7 14,_2" DOUBLE RAFTERS WITH 3" MAX. SPACING 4NGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN J.H. . z. h TRIBUTARY TRIBUTARY= WIDTH V2'SWAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 JOB NO. GF07-0674 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORI2. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403-1519 sales@dumlum.wm SHEET 6 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" _1.50 oso .25"R .05 # SMS PANEL LOCKS# KS OR #8 SMS AT EA. CONTACT CONTINUOUS A. RAIL ROOF PANEL 3 (WHERE OCCURS) ALU M.ALLOY 6063-T6 #10 SMS @ EA. CONTACT w WALL CONNECTION O ' WALL FASTENERS SEE TABLE N CR .281" tO q m15� WALL 04 FASTENERS FALUM.ALLOY 63-T6 . A 060" „ B . ROLLFORMED HANGER EXTRUDED HANGER CHI NEL R.F. OR EXT. HANGER CHANNEL", 2x OR 3x RAFTER BRACKET.\c ALUM. PANEL 2x OR ! I 3x ALUM. RAFTER J FASCIA BOARD EXIST. EAVES, ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION t 2 ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" � T=.060" I w WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY OR CONCRETE LL=10 N LL=10 LL=20 LL=30 WALL FASTENERS LL=10 LL=20 O 90 SEE TABLE E E E J J K 100 BorC BorD BorD O J J a 110 � E E E J J K A 17'-6" APPROVED 3" OR 4" 9'-6" fJ ofDESCRIPTION ROOF PANEL 29'-3" 0 zz afwa u.V5D=7/16"O IINSUL. E=3/8" O x 4" @ O.C. EACH STUD F=7/16"Ox 4" @ O.C. EACH STUD J=1/4"PJx1 1/8"@16"A. B. K=1/4"Ox1 1/8"@12" A.B. EXIST. RAFTER ' HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK/ RAFTER SPAN WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY OR CONCRETE LL=10 LL=20 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD E E E J J K 2'-0" 17'-6" 14'-0" 9'-6" 2"x8" FULL ofDESCRIPTION OF LAG SCREW SEE NOTE BELOW) 29'-3" 25'40" zz afwa u.V5D=7/16"O A=3/8" O x 1 1/2" @ 12" O.C. 8=3/8"O x 1 1/2" @ 8" O.C. C=7/16"O x 1 1/2" @ 10" O.C. x 1 1/2" @ 12" O.C. E=3/8" O x 4" @ O.C. EACH STUD F=7/16"Ox 4" @ O.C. EACH STUD J=1/4"PJx1 1/8"@16"A. B. K=1/4"Ox1 1/8"@12" A.B. EXIST. RAFTER ' DRAWN BY: KK ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4"16" FULL OR OC .. 1'-6" 16,-8„ 13,-10" 9'-3" 2'-0" 11'4" 8'-8" 5'-10" 2 x 4 FULL 24" O.C. 1' 6" 101-8" REVISED BY: KK 8 D.P. 2'4" 7'-0" 4'4" T -O" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" 9'-6" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'40" 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) 7 iC THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN `. 4 ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1. 9794$ RESPECTIVELY 4 I #10 SMS T&B }--1.880" AT 12" O.C. 1 1/2' r -10# L.L.=(2)#8 SMS EA. SIDE 20#/3O#L.L.=(2)#10 SMS EA. SIDE 3/16" U -BRACKET 0 STEEL p 1/4"0 HOLES,TYP. _ 3/4' OR 1 1/2" p NOTE: PROVIDE WATER 12X6 1/2" 8 O PROTECTION, METAL FLASHING O r CAUCK JOINTS AND SLOPE O I TO DRAIN 5" MIN. RAFTER TYPICAL BRACKET AT EVERY 2x 1 1/4' \ FOR SPAN SEE ALLOWABLE DE _.RAFTER SPAN TABLE -EXISTING WOOD STUD FRAMING EAVE LENGTH 2.6 OR 2.6 LEDGER litCH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 p9 RAFTER ' * 7/16"0 x 3-12" LAG SCREWS L.L.=20 AND 30 psf )-#10x1 3/4' x31/1' W.$. PATIO COVER G) ' i1 FTER TO CONNECTION' 3O NOTE: PLACE SIKA FLEX' OR SIMILAR _ MATERIAL BETWEEN BRACKET AND COMP. `ja' 1 SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET ' APR 10 2000 MAY BE MOUNTED Q4O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: KK TOM CAMBELL & ASSOCIATES, - LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURA GINEERING HANGER CHANNEL AND BRACKET 10. 20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 7 OF 29 REVISED BY: KK 8 D.P. 90, 100 8 110 MPH FAX 403-1519 sales@dumlum.com COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS �3 r2-1 3.00" SQ. -11 3.00"SQ. 3.00" SQ. .032" #10 SMS „� G =3' Q.xt=.188"I .024" @24"O.C.-�I1.00� o H=3"SQ.xt=.250'11 EA. SIDE 0 O p J=4"SQ.xt=.18811 6.5" 3 „ 075" o --A 32" 1 z K=5"SQ.xt=.188" .040" ALUM. .032" .048"STEEL 024" O O 3.0"A.0" OR 5.0" O 5/8" PLASTIC PLUG 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST SQUARE ALUM. ALLOY 3004-H36 230Q WITH SIDE PLATES OD ALUM. ALLOY 3004-H36 3" SQ. ALUM. POST STEEL POST A�R ALUM. ALLOY 3004-H36 3' SQ. STEEL POST ASTM A36 GRADE 40 " ASTM A653 GRADE 40 ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR C. 6063-T5 2.40" ;y �N{ ALUM. ALLOY 6063-T5 "H" BRACKET J Q DRAWN BY: K.K. 1, 0 (2}#12 SMS EA. SIDE OF POST OR CL7/16"OHOLE .56" 2 FLANGES I 2„ / 1' ie i 0 � 21/8"APART (0, 3T`� RANCHO CUCAMONGA. CA (951) 741-2107 0 1.125" 2.5' � n j3110y a I! 90, 100 8 110 MPH ASTM ???? GRADE 40 STEEL SHEET 8 OF 29 o 75" .75" BASE FLARES I 1.60" .157" TYPO TO 3"WIDE EA. _ SIDE OF FLANGES 1 ry rL' r T`'i✓v,;' AUGER PARTS PAINTED20` 20 "RUST-O-LEUM" USE FOR 3" 1 '_ �_ 7� OR EQUAL INSTALL WASH. PLATOE �rP. POST ONLY 5150" ' OR HOT DIPPED GALVANIZED (1)-1/4" 0 M. B. .090• 1%" x 5/16" x 5y" WHEN USING Pc 1-7/16"P/ HOLE OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTMA36 IN 110 MPH WIND AREA 2- 5/16"0 HOLES &TM3P/8""HHOLES 3" x 8" .090" BRACKET FOR 3" POSTS ASTM A-36 HELIX 3/16• 9 xts"x7 GA. 3" x 8" ALUM. HEADER ALUM "T" BRACKET NOTE: STEEL "T" BRACKET 5 T=.060" TYP. AUGER ANCHOR MAY BE USED WITH TS PAINTED T- 3"SQ. ALUM. POST �4�-1/4" LAG SCREWS OR (2.5" PENE. INTO WALL) 6„ 2 1/8" 2 1/8" 7/8" 'T' BRACKET @ 3"SQ. POST W/ ALUM. ALLOY 6063-T5 "H" BRACKET J Q DRAWN BY: K.K. 1, 0 (2}#12 SMS EA. SIDE OF POST OR 3" SQ. ALUM POST JOB NO. GF07-0674 I 2„ / 1' 1/4" M.B. THROUGH COLUMN/ 10, 20 8 30 pst � I POST RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND = I REVISED BY: KK 8 D.P. LU 90, 100 8 110 MPH L// 7 APL. 18 SHEET 8 OF 29 I 11/1 S0LROD AUGER PARTS PAINTED20` 20 "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 2 VY OR HOT DIPPED GALVANIZED (1)-1/4" 0 M. B. x 7 GAGA . STL OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTMA36 4" DIA. 9 GA 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3/16• 9 xts"x7 GA. 3" x 8" ALUM. HEADER SINGLE PASS WELDED NOTE: STEEL PLATE " ASTM A36 AUGER ANCHOR MAY BE USED WITH TS PAINTED HEADER BRACKET 3"SQ. ALUM. POST RUSAUGT O-LEUM' OR EQUAL NOTE: ONLY. OR HOT DIPPED GALVANIZED STEEL FOOTINGS AND AUGER ANCHOR TO BE OR ELECTROPLATED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED o, �� - ------- - -- - ------ -..._ CT�FI 9:r)nTIAI!_ L o I DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. r vv v ^y LIVE LOAD =^v V PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 8 30 pst DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumfum.mm- SHEET 8 OF 29 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS FOOTING SEE NOTE 20" := '+ =; x9" LONG, 1" ALUM.-MRACKET USE WITH 22" 3 1/2" MIN., ' QUAR 20" FROM END POST TYPE B,C,D.OR E. 23" 28" STEEL POST ONLY: OF POST SCHED. XISTING SLABS l 1 Y SQ. POSTS TO CONC. FOOTING STEEL-rBRACKET USE WITH SQUARE POST EMBED. n INTO FOOTING `_ , 30„ USE POST TYPE (3 -5/8"0 BOLTS 32" T' BRACKET 51" SQ. POST TYPE 8,C,D.E.F,G,H,J OR K. 38" �. F, G, H. J OR K FOR POST TYPE J 60" SQ. 3"SQ. POS ! 3"SQ. POST (2)-#12 SMS 3- SO. POST ALUM.-rBRACKET: USE ((2) -118'0 HILTI 41" , 69" SQ. I 45 SIDE OF P ST OR K. OLTS OR EQUAL 12 DEPTH OF 1 I 1 (2)-12"0 BOLTS 1 16" INSERT ' 1/4" M.B. ROUGH ST- T'BRACKET: USE 2}3/8"0 HILTI KWIK FOOTING OR 1 i FOR ALL OTHER CONDITIONS 4 5' x .188" POST SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. i ASTM A36 _ (Z} 8"O HILTI "KWIK"" (2 - MIN. EMBEDMENT DEPTH .•, i I STEEL B _ TS, OR EQUAL, EACH FOR KWIK BOLTS T_O.C_ CKET TO SLAB. :: • , I .� 2"S .BASE PLT INIMUM DISTANCE TO J DGE OF SLAB = 2-12" • d "' w p Lu ASTM A572 STEEL B SHALL BE IN nFIlTH a POURED CONCRETE / 1 •;'; %� N :1n 11" ' GO D CONDITION FOR SIZE 18" 18" SQ. FOOTING SEE NOTE 20" := '+ =; x9" LONG, 1" wQ SQUARE 22" 3 1/2" MIN., sEEFOOTING SCHEDULE QUAR 20" FROM END SEE FTGS, 23" 28" 35" SQ. OF POST SCHED. XISTING SLABS l 1 Y SQ. POSTS TO CONC. FOOTING 32" SQUARE POST EMBED. n INTO FOOTING `_ , ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18' DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ. 25' 30" 39" SQ. 28" 32" 43" SQ. 30„ 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SO. 41" 44" 69" SQ. 43" • CUBE FOOTING W/ 3 12' SLAB ATTACHED ONLY FOOTINGA ANCHOR BOLTS, FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" 8 24' CUBE (2)-12'0 3 1/4' 25" - 30" CUBE (4)-12"0 3 1/4' 31'- 34' CUBE (4)-5/8"0 4' 35'- 39" CUBE (4)-3/4'0 4 3/4' 40" - 42' CUBE (4)-3/4'0 4 3l4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C: EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. NOTES: e 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 SM. WIINSERT, MAG. BEAM. 4" OR 7"I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X Ya X O'-SYz" AT STEEL `T' BRACKET. 3. POST TYPE F DO NOT USE STEEL "T" BRACKET W/7' I -BEAM. APR 10 2008 �0. 3794£3 ( m i 1 WAP. 3/31/09 p; <. Civi r, t NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 3" SO. POST (STL.) - - OR FLUTED OR 4" SQ. POST (STL.) ' INSERT PL.5/8"THK. 1 12" 9" 1 12" 1 12" 15" 1 12" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12' SQ. x 5/8" B. C. D, F 8 G 18" SQ. x 5/8' B. C. D. F, G. & H s FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"x12"x 5/8' PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8' PER I.C.C. ESR -1917 OR EQUAL 1(4 3l4" EMBEDMENT DEPTH) DRAWN BY: KK TOM CAMBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 psf OURALUM PRODUCTS, INC. SCALE: NONE' RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND= 90, 100 9 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403.1519 sales@dumium.wm SHEET 9 OF 29 REVISED BY: KK 8 D.P. HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.100" ��SQ. 2.00" SPLICE WHERE --►.1l - - _ 1 79" OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS to 4.6• ,075• 73" 2.57" a.s TYP. 14"R 2.19" 2.04 TYP. 048„ 065 2.08„ 2.04" 065., TYP. 4 —r TYP. I .28" 2.93" 1 4.0000• f� 3.0`—� 2.7" ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 ALLOY 3004-H36 O 6063-T6 O O O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 4.. � ...._, .. 1 tip •1 ;1 � 3.0" 3„ a i 10j"I l -A 0 ZU0 3„ 2„ MAX. 77 SPLICE '•,`i WHERE 4" SPLICE WHERE OCCURS 8.0" }1 �D70„ OCCURS r , STA y f :'. t. X7I� .032„ TYP '3 11 1 110" qty! 31303 TYP. Ch! .; t ALUM. ALLOY U� I ALUM. ALLOY 3004 H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY r �1 i ' OR EQUAL 6063-T6 O 6063-T6 OR EQUAL 4" 1 -BEAM 7" I -BEAM O DBL. 2 x 6.5 BEAMO 3x8BEAM 3.0" � 1.25"� II II ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3„ r MAX 3" I 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM i --w-.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 A653 GRADE 50 I i I I ALUM. ALLOY 3004-H36 I ALUM. ALLOY 30UAL Ls25" 2.87s" OR EQUAL L OR EQUAL O M --� 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3x 8 BEAM DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 $HEFT 1 O OF 29 _ REVISED BY: KK. & D.P. 90, 100 & 110 MPH FAX 403.1519 sales@duralum.com SIMPLE SPLICE 9" SPLICE DETAILS 11 BEAM TO POST DETAILS (2) FULL MOMENT - (2)#10 S.M.S.EA. VALLEY,TY� I #10 S.M.S. II #12 S.M.S. II (8 TOT. TYP. THICKNESS= .035 (24 TOT TYP. THICKNEISS = .035" 6.38" — II II + + + ++ + + + + -i-+ JLi —i ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED mE--__ NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH EDT FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I SO.POST,CONNECTWEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MA STL.BE USED. T6) ALTERNATE I I TO POST Wi(2}t/z"s C -BEAM THRU-BOLTS 3 TOTAL= (8)-1/2"0 BOLTS ---._..._._._......-------....__............—.....---•---....--.......-- ....._. _ SO. POST 1.00" 0 o 0 1' - \. BEAM TO POST CONN. SPUCE WHERE 4" 2.00" ,L� •-a �� HT1 `�.' OCCURS _ _.070" 4"Q�� =U APR 10 2008 ° TYP. ° < C° ;;-- 40.37 �1 31310' vel; #12 METAL BACKED, UM. ALLOY C " NEOPRENE WASHERED ALUM. AL`"� '�-� TEK SCREWS @ 8"D.C. 6 16' 1" 9' OF r AX. STAGGER IN BEAM FLANGE 4" I -BEAM T-0" ROOF PANEL MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MANI BE USED. SPLICE WHI Occul ALUM. ALLOY 6063-T6 7" I -BEAM MnMFNT C -RPI ICF 4"x3" ALUM. "I" SM. OR�(4)-1/4"0 M.B. BEAM 7'x4' ALUM. "I" SM. TO BRACKET 2- 3/8"0 M.B. THRU STL. "r BRACKET TO POST. POST, SEE SCHEDULE --- v ALTERNATE BEAM TO POST CONN. DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SHEET I.C.C. E.S. EVALUATION BEAM 10, 20 8 30 psf DURALUM PRODUCTS, INC. REPORT NUMBER DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 l(g16)452-7021 11 OF 29 i I ER- SCALE: NONE REVISED BY: KK 8 D.P. ALTA LOMA, CA (951) 741-2107 90, 100 & 110 MPH FAX 403-1519 sales®dumium.mm JOB ND. GPo)Le1� 1 GUTTER FASCIA H - BRACKET TO POST MAG BEAM 3" SO. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3003-1-124 ALUM. ALLOY 3003-1-124 1.50" 1 150" 11/2" DRAWN BY: KK BEAM TO POST CONNECTION DETAILS FT_ �� OPTIONAL DECORATIVE FASCIA - REPORT NUMBER C 2"x3" LATTICE TUBEO ( WOOD, ALUM, OR HARD80110) 3"X 8" x.042" BEAM, DURALUM PRODUCTS, INC. ' ER- ("X2 "SMS, 21/2";''��Q11:`:.`. OR 3 1/2", TYP. 4 3" SO. STEEL OR MAG BEAM. ATTACHMENT (2)-#10 S.M.S. EA. SIDE (4) -TOT. : <V �@��` �t gyp.,• •-i.''`, / j` "' �'•;; 06 12 OF 29 �, / —RAFTER fir° ~r I W }'` NO. 379-43 r�' 1'T9 #10 S.M.S. TOP & BOTT. (2) -TOT. 2-912 x 12" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL), 90, 100 & 110 MPH #10 x 1/2" S.M.S. TOP ' F) ' ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3" SO. POST & BOTT. (2) -TOT. 1 1/4" - .5 " • ROOF PANEL 14" - g 1/ - + I 0 1.10" I ROLLFORMED OR - - - - .T3' ( so I' (4)-#14 SDS @ EA. SIDE3" tAIRUUEU UUI IER FASCIA ALUM. BRACKET X SQ. POST TOP & BOTT. TOT.=16 #10 S.M.S. @72"O.C. n:RNAT8: 6 1/2'W"x .024"RAFTER x 12"S.M.S. EACH SIDE OF 3" OST 4 -TOTAL) T 1/4"0 BOLT W/ WASHER EA. SIDE of 3" SO. POST - RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM. OR - STEEL POST, ti 3.125" FOR 3x RAFTER 3.00 0" 3" SO. POST OR .24 GUTTER FASCIA H - BRACKET TO POST MAG BEAM 3" SO. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3003-1-124 ALUM. ALLOY 3003-1-124 1.50" 1 150" 11/2" t2x I = .U4U_'(CU bUb3- I b t = .040" 3004-1136 ALUM. 4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER' 1/2" MIN. r LATTICE TUBE TO RAFTER ` s �( XP. 3/31/0 (4) #8 x 3/4"TEK SCREWS BRACKET TO BEAM. U" BRACKET -RAFTER TO BEAM 1$ I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL &ASSOCIATES, INC. FT_ �� PATIO COVER SYSTEM AS MFG. BY: P 1 REPORT NUMBER C 2"x3" LATTICE TUBEO 1 1/2" SO. OR . O 10. 20 8 30 psl DURALUM PRODUCTS, INC. 2" LATTICE TUBE 2 ER- ("X2 "SMS, 21/2";''��Q11:`:.`. OR 3 1/2", TYP. 4 ALTA LOMA, CA (957) 741-2107 ATTACHMENT 1 1/2" OR 2" SQ. OR 2"x3" LATTICE — — - — — — " @ 3O.C. MIN. UP TO 7"O.C. MAX. ------_ : <V �@��` �t gyp.,• •-i.''`, / j` "' �'•;; 06 12 OF 29 �, / —RAFTER fir° ~r I W }'` NO. 379-43 r�' 1'T9 t2x I = .U4U_'(CU bUb3- I b t = .040" 3004-1136 ALUM. 4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER' 1/2" MIN. r LATTICE TUBE TO RAFTER ` s �( XP. 3/31/0 (4) #8 x 3/4"TEK SCREWS BRACKET TO BEAM. U" BRACKET -RAFTER TO BEAM 1$ I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE RING BEAM TO POST 10. 20 8 30 psl DURALUM PRODUCTS, INC. SHEET' ER- SCALE: NONE ALTA LOMA, CA (957) 741-2107 ATTACHMENT HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 12 OF 29 REVISED BY: KK. & D.P. 90, 100 & 110 MPH (916)452-7027 FAx403-1519 sales®duratum.com meNO. cw»e74 DOUBLE RAFTER CONNECTION: DETAILS 1 1/2" OR 2"LA17ICE #8 S.M.S.• . ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTIO PLAN 2 ` ALTERNATE: ` 4- __r -#14 S.M.S. EACH RAFTER TO COL. r -- CONNECT. (8 -TOT.) - I o—i---- 1 4.9 U B 3"x 3"STL.POST (24") 1 O 1 ALTERNATE : . INSERT ATTACHEDOR (2)-2x6.5" OR 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER FOR FREESTANDING _ (2)-1/2"BOLT• 2"x 6.5" SIDEPLATE DBL'. RAFTER / DBL. HEADER CONN. 9 #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2"x135' OR TW" 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) -TW" HEADER 3"xTW.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN -TO DOUBLE HEADER CONN 2B, LATTICE BEAM TO POST CONNECTION BEAM SPLICE TO 5/8" 0 PLASTIC OCCUR DIRECTLY OVER POST. NOT PERMITTED PLUG WHERE 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I _ 5:, #14 SMS MAY BE USE AS 3:5" 3.5" ALTERNATE TO , 1/4"0 BOLTS 3.5" 3.5" 5 I 5„ 8" BEAM D-' o 6414 SMS EA. 1 SIDE I I 6 1/2" SIDEPLATE EA. #14 SMS EA. SIDE I43"SQ. SIDE SEE POST SCHED: TOP, MID HEIGHT AND BOTTOM. POST BETWEEN SIDE PLATES f r reBEAM.TO POST -CONNECTION. POST SCHEDULE 21 3" SQ. x.024" + (2)-2" x 6 1/2" x.024" 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" F-1 W/ (6)-#14 S.M.S. EACH SIDE.- ❑2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. EXIST. SHEATHING APR 101008 2"x6" LEDGER (EXIST.) �,)i _.ti) yz Cq w 3/8" LAG SCREW :,'- I ` �° fi0. •`��\\ �)0. 37948' qT1,¢ rTa r / n Exp. 3/31/09 E STUCCO OR EQUAL �+ /2� WOOD FRAMING EXIST. STUCCO'/ LEDGER ATTACHMENT DETAIL I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL 8 ASSOCIATES, INC. LIVE LOAD=. PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 10!23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 0830" 10, 2..3." uRALUM PRODUCTS, INC. 13 OF 29' SCALE: NONE UALTA LOMA. CA (951) 741-2107 CONNECTIONS HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA95826 8 Joe No. GF07asr4 ER- REVISED BY: KK. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales@duralum.com 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C I1 10 EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 6.5" ROLLFORM 4" I -BEAM JOB NO. GF07-0674 4.5" / MAG GUTTER MAG BEAM FIGURE INDICATES EXPOSUR i 3" SQ. STEEL BEAM < =)o MAX.COL. MAX.POST FREES TAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED m g SPACING SPACING SPACING SPACING SPACING SPACING FTG MIN. FTG MIN. FTG MIN. FTGT IN. FTG MIN. �G MIN. FTG MIN. FTG. MIN. �G MIN. ON SLABPOST 7TGMIN. POST POST POST OST POST POST POST POST POST TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.PE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-6" 28 F 22 B19' 8'-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 11 28G 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 r15- 28G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B T 9'-8" 11'-0" 26 G 24 B 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'-1'2 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B s 10' 6'4" 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 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 11'-6" 12' 5'4" 11'-9'�,-0" 26 G 29 B 9'4" 26 G 27 B 10'-6" 26G 28 B 13' F-2" 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 101x" 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' " 28 H 30 B 8'-1 " 28 H 28 B 9'-9" 28 H 30 B s'-10" 16' 4'4„ 10"-2" 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B 17' 4'-0" 28 H 31 B 7'-7" 28 H 29 B 9'4" 28 H 31 B 18' 3'-9„ 9'-7'9,-0„ 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 B' 10„ 20' T-4" 9 08'_7„ 33 H 32 B 7'-0" 33 H 30 B (= � 0 � X33 H 32 B POST F MAX HT.= 8' FREESTANDING ONLY ; :- •=" " "` .` �! NOTE: FOOTING SHOWN REPRESENTS LENGTH OF I1 10 EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FOOTNOTE: "SAMPLE" PATIO COVER SYSTE A 'M JOB NO. GF07-0674 WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSUREB LIJ `+ �O. 379 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSUR i POST SPACING TABLE FREESTANDING =t .3/31,/ 9 jjj SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING RANCHO CUCAMONGA. CA (951) 741-2107 DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. SOLID LNE LOAD = PATIO COVER SYSTE A 'M JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 ps1 _ DURALUM PRODUCTS, IW ­ SCALE: NONE SCALE: REVISED BY: KK. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 14 OF 29 10 S L.L. 90 MPH 90,100 8 110 MPH1(916)452-7021SHEET FAX 403-1519 sale Odumlu"tcom ' • r + 1`0#-L,L. .1OTMPH#F.REESTAND.& ATTACHED,OPEN'LATTICE-PATIOS`12'"ORALES:S`7EXP`BA C -- SQ. STEEL * DBL2"x6:5"x.032" BEAM T'4' BEAMW/INSERT MINIMUM N0. OF POST } , ;,�„_ 3" EL BEAM DBL. 3"x8"x.042' BEAM OR 3"x8 BEAM Z.00 ` n FREESTAND ATT. FREESTAND ATT. MAX.POST " MAX.POST FREESTAND ATT. FREESTAND ATT. • FOOTNOTE: I m p U v,n MAX.POST - MAX.POST ,SPACING SPACING MAX.POST p p SPACING SPACING SPACING m POST TYPE 1 POST TYPE 2 F - • . ., a z FTG. MIN. FTG. FTG. MIN. ^ FTG. - FOR DBL. FOR 3' x 8" FTG: MIN FTG. FTG. MIN. FTG. �- g p POST POST POST y POST . (IN.) TypE (IN.) (IN.) TYPE (IN.) 2' x 6.5x.032" BEAM (IN.) TypE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 74, 25,x„ 17'-4>".30' G 22 .23-2" 35 G 23 15'-7" 16'-4> 30 G 20 31'-0^ . 35 G' 27 ,- s' 2 2 2 -2. 0''8' 4'-0" . 4'-7". 27,_8 30 :23 2o' -a" 35 24 13'-1 1a,_8„ ' 30 21 27'-s" 35 28 2 3, 2 2 t 5', �20'-3" , a'-10' G 1 s' -s" G 1 z'-6' " 13,_1„ G a,_9. G ,. 6' 16'-10" 15'-2" � 30. G 24. 18'-1 n" 35 G' %24 .12'-8' 13'4" 30 21 25'-4'• 35 • - 28 2 1 6-10 11, 5„ , 1'-11" G 2'_7" G 8 3 2 2 7' 14'-6" 14'-4" 30' 'G :25 IT- 30 G + 25 ,11-9° 12'1" • 30 G 22 23'-5" 35 G 29 s 3 3 2 2v 13 -3" 15' 7" 10'-7" 11'-0" 0'-11' _ 16' 4" 27 22 21'-11" 35 30 10. 3 3 2 2 13'-9" 26 30 25 .11' 0" 11'-7" 8' 12-s 12, 8„ 3o G 1a'_7" G 9'-11" 10'x" C' .19'-T �' 9' 11'-3" 13'-3" 30 G 26 15,_5„ 30 G 26 10•x•• 10'-1 " 27 G , 23 20'-8" 35 • G 30 „', ' 3 4 2 ' 2 12'-2" 13, 9,. 9,�„ 9._9„ 18._5" 12'-s" 27 14'-s° 30 26 9'-10" 10'•x" 27 23 1 s, 7„ . 10' 10'-2" 30 G G 35 G 31 12• , ',3 4 2 2 _ 13'-1" ' 9'-3" G 11' 9'-3„ . 12'-a" 30 H X28 13,_1 30 Ht 27 9'-4" 9;10" 27 H 24 , 18' 35 •H 32 1T 4 4 2 3 1'�" 12, 5„ 8,_5„ 8 -10' 16'-8" 12' 8'-5" 12'-0" 27 H 28 13' 4" 30 27 9'-0" s'-5". 27 �..� • 24 17'-1 " 30 H 32 14•. 4 5 2 � 3 1'-1" ,_1„ , 8,_5„ 13' 7'-9" 11'-8" 30• H.• 29 12'-10" 30 H 28 '$'-8" 9'-1" 30 H 24 17,_15,x„2" 30 H 32 15• 4 5 3 3 11 '-5" 14' T-3" 11, 5;, 30 Fi 29 12,4., 30 H 2s 8, 4„ 8,_9„ 30. H 25 16, 7,. 30 H. 33 1s 4 5 " 3 3 0'-6" 1'-0" 7'-10" 14'-9" 15' 6-9" . 11'-10 3 30 • H 30 11 -1130 H 28 8'-0" 8'-5" 30 H 25 1 s' -o" 30 H , 33 17' 5 6 3 3 1-0-"8= " 7'-3" 7'-6" 14'-3" ' 16' . 6'-4„ 101-1 „ 30 J 30 11'-6" 30 J 29 7'-9 8'-2" 30 J 25 15,x„ - 30 . J 34 18• 5 6 3 3' 10'-4" 7'-0" 7'-4" 3'-10' = _ 17' 6-11'� 10'-8^ 30 .17--27,;— 30 29 7'-6" 7'-11" 30. J . 25 15' 3, 5„ 30 34 1s'� 6 3 3 5 g 10,x,. 30 10 -1 '30 29 T-4" 7'-8" 30' 26 14'-7" .. 30 X34 zo 5 6. 3 3 5'-8" J 31 9,_9, J 6,_7„ s,-10" _ J 13"- " J 9 8„ P20' 35 10'-7" ,35 29 T_2„ 7'-6""y35 26 14'-3 35 35 J J' FOOTNOTE: S _4„ -s° •1 31 9'-s" J s'-5° s' -a' 12'-8°6'-11" T 4" ° 13'-10" HEADE AND OR M N. N F POST 10'-2" 35 J 31 lo' a 35 30, w 35' . J 26 35 35 REQUIRED SPACING MUST EXCEED. ' 5'-1" --_ — �8" 6'-6" ' 2' 4" ' ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTING SHOWN REPRESENTS LENGTH OF ' , ` "'' ;'i13 �':�' qr�� q I s n W COL. TYPES 1FOOTNOTE:•='.024" SIDEPLATES, USE ON CONC. SLAB ONLY EACH SIDE OF CUBED FOOTING WITHOUT SLAB. ,'•".y ` f 1 0 ��JU WHERE SLAB OCCURS, CUBED FOOTING SIZE \ COL. TYPES 2 =.032" S_ IDEPLATES, ON CONC. SLAB OR FOOTINGS MAY. BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. rn j FOOTNOTE: "SAMPLE" '490' 378 I FIGURE INDICATES EXPOSURE B /� SEE ALTERNATE FOOTING TABLES =;:;;. 1 'f+ FIGURE INDICATES EXPOSURE C • SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING -' ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: KK TOM CAMBELL BASS • 1 TJS++,,)NC.�.% + LATTICE .., LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • ' DATE: 10!232007 COMMERCIAL AND RESIDENTIAL S TURAC ENGINEERING POST SPACING TABLE FREESTANDING ' 10, 20 8 30 PSI , DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916) . �, SCALE: NONE - REVISED BY: K.K. 8'D.P. �r RANCHO CUCAMONG . CA (951) 741-2107 .. AND ATTACHED 10 it L.L. 10O MPH HORIZ WIND = • 90, 100 8 110 MPH 452-7021 FAX 403-1519 seles�duralum.com SHEET 25 OF•29 10# L.L. 110 MPH FREESTAND"& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SO STEEL BEAMDB042"BEADBL.2"x6.5"x.032" BEAM 3" 8" BEAM /INSERT } Q= �o m� F-- 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 7'-3" 111'0" 32 1 29 11 -s 32 1 j 28 8 -0 8-4 32 j 25 15-9 32 j 33 16• 5 15' 10'-9" 11 4" 7'-9" 8'-1" 15'-3" 16' 17' 18' 19' 20' 3 2 1 2 3 2 2 4 2 2 4 1 2 2 W=w ©©© ©©© ©©© .3©© 6'-4- 14 -5 TOM CAMBELL SSCI+ LATTICE 30 7 -10 ,108 NO. GF07-0674 OR 3"x8"BEAM DATE: 10232007 12'-1" X W J >. MINIMUM NO. OF POST pZ 5 AND ATTACHED HORI2. WIND = FOOTNOTE: X.00 MAPOST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. 12'-2" FREESTAND ATT. Lo) v 21 24'_2" SPACING SPACING MAX.POST p p FTG. MIN. FTG. FTG. MIN. FTG FTG. MIN. FTG FTG MIN. FTG.S POST TYPE 1 POST TYPE 2 ¢ p. Z SPACING SPACING FOR DBL. FOR 3" x B" SPACING 25 m m p 13'-12'-11" (IN) POST TYPE ( IN.) 16'-85 (IN.) POST (IN.) 2" x 6.5x.032" BEAM (IN.) T PE (IN.) 22'_4" (IN.) TYPE (IN.) 6'-6" ~ EXP. B EXP. C EXP. B EXP. C 264" 16'_6„ 32 H 22 22'_0„ 37 H 23 14,_1 15'-7>--32 0'-3' H 20 29'-6" 37 H 27 s 2 2 2 2 15'-7" 32 H 25 10'-6" o -o" 28 H 22 3'-s" 14'-2" H 30 .� 26 -9" 3 12'-4" 6'-4" 6-8 14, 1„ `� 20'-3" , „ 32 H 23 19'-8" 37 H 24 13'-a" 13, 1 „ 32 H 21. 26'_ 37 H 28 1a'-8" 2 3 2 2 14' 7'-3" 111'0" 32 1 29 11 -s 32 1 j 28 8 -0 8-4 32 j 25 15-9 32 j 33 16• 5 15' 10'-9" 11 4" 7'-9" 8'-1" 15'-3" 16' 17' 18' 19' 20' 3 2 1 2 3 2 2 4 2 2 4 1 2 2 W=w ©©© ©©© ©©© .3©© 6'-4- 14 -5 TOM CAMBELL SSCI+ LATTICE 30 7 -10 ,108 NO. GF07-0674 J DATE: 10232007 12'-1" 12'-7" 10, 20 6 70 sl P J 23'-11' SCALE: NONE REVISED BY: KK 8 D.P. J AND ATTACHED HORI2. WIND = 7 5 16'-10" 14'-6" 32 H 24 18'-O>--32 H 24 12'-2" 12'-832 H 21 24'_2" 37 H 28 B, 3 3'-T' 6'-3" 5'-11" 32 11,_0„ 11,_6„ 10'-8". 32 J 1'-10' T-3%_1 7, 6„ 32 25 1a,�„ 14'-6" 13'-12'-11" 32 H 25 16'-85 32 H 25 11'-3" 11'-9" 28 H 22 22'_4" 37 H 29 6'-6" 6'-10' 3 .� 13'_0„ .� 1 10'-3" 10'-8" 5'-8" 0'-3' 31 10'4" 32 s 29 12'-8.. 13'-2" 32 H 26 15'-7" 32 H 25 10'-6" 11'-0" 28 H 22 20'-1 " 37 H 30 .� ,o 3 12'-4" 6'-4" 6-8 14, 1„ `� g. 6.. 10,_0„ -11' s'-10" 37 11'-3" 12,_8„ 32 H 26 1a'-8" 32 H 26 s'-11" 10' 4" 28 H 23 19'-8" 37 H 30 „• 3 g, 2„ 1'-10" 6, 2„ 3,�„ 9, 0„ g, 5„ FOOTNOTE: HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING 7'-10' s -9 '-1" 37 `1 31 9 -10 8'-11 37 10'-2" 12'-3"1, 32 H 27 13'-12, 32 H 26 9'-5" s'-10" 28 H 23 18'-8'6,-11' 37 H 31 72. 4 5„ a„ 28 H 28 13'-3' 32 H 27 9-0" 9' 4„ 28 H 24 17'-9" 32 H 32 13' 4 11'-2" 12'-0" 8'-2" 8'-6" 16'-2" 8'-5" 11'_6„ 28 H 28 12'-8" 32 H 27 8'-8" 9'-0" 28 H 24 17'-1„ 32 H 32 14' 4 0'-9" 41--15"7,-9„ 8,_2„ 5,_5„ T-9" 11'-3" 32 J 29 - 32 J 28 8'-3" 8'-8" 32 J 24 16,x„ 32 J 32 15• 4 0'-6" 11 -1" 7'-6" T-10" 14'-10' 14' 7'-3" 111'0" 32 1 29 11 -s 32 1 j 28 8 -0 8-4 32 j 25 15-9 32 j 33 16• 5 15' 10'-9" 11 4" 7'-9" 8'-1" 15'-3" 16' 17' 18' 19' 20' 3 2 1 2 3 2 2 4 2 2 4 1 2 2 W=w ©©© ©©© ©©© .3©© 6'-4- - TOM CAMBELL SSCI+ LATTICE 30 PATIO COVER SYSTEM AS MFG. BY: ,108 NO. GF07-0674 J DATE: 10232007 ' COMMERCIAL AND RESID IAL'STRUCT.0 GINEERING POST SPACING TABLE FREESTANDING 10, 20 6 70 sl P J SCALE: NONE REVISED BY: KK 8 D.P. J AND ATTACHED HORI2. WIND = 18, 5 6 3 4 10 # L.L. 110 MPH i o"10'-3" FAX 403-1519 sales®dumlum.com 10'-0' g _g 7, 1, 5'-11" 32 30 10'-8". 32 J 29 T-3%_1 7, 6„ 32 25 1a,�„ 32 34 ,s 5 7 3 4 g, 7„ _g" 6'-6" 6'-10' .� 13'_0„ .� 5'-8" 32 31 10'4" 32 29 6'_7„ T-4" 32 26 13'-1 " 32 J 34 2o• 6 7 3 4 g, 5.. .� 9'-5" `� 6'-4" 6-8 `� s'-10" 37 31 io'-1" 37 j 29 s'-10" T-2" 37 j 26 13'-s" 37 35 5'-4" g, 2„ 6, 2„ 6,-6„ 12, 3„ FOOTNOTE: HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING 5'-1' s -9 '-1" 37 `1 31 9 -10 8'-11 37 J 30 6 -8 6'-0" 7 -0 6' 4" 37 J 26 13'-2>-'37 12'-0" J 35 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING CA :19 PP, i9 �y OR LESSER MUST BE USED FOOTNOTE:' COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B_—[� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: KK. TOM CAMBELL SSCI+ LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: ,108 NO. GF07-0674 DATE: 10232007 ' COMMERCIAL AND RESID IAL'STRUCT.0 GINEERING POST SPACING TABLE FREESTANDING 10, 20 6 70 sl P DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (9 1) 1-2107 AND ATTACHED HORI2. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 26 OF 29 10 # L.L. 110 MPH 90, 100 d 110 MPH1(916)452-7021SHEET FAX 403-1519 sales®dumlum.com