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08-0952 (PAT)t� X P.O.. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00000952 Property Address: 60434 HONEYSUCKLE ST APN: 764-270-999-97 -300233- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 3059 Architect or Engineer: aim 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: ANGELO BORZACHILLO 60434 HONEYSUCKLE STREET LA QUINTA, CA 92253 Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA (760)772-0013 LiC. No.: 7708 i VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 JJN 03 200@ I�I ------------------------------------------------------------------- ----pr 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 C de, and my License is in full force and effect. License Class: B Lic nse No.: 770843 Tate- p�ractor OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis foe the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the ' improvements are not intended or offered for sale: If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorls) 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 Date: 6/02/08 I hereby affirm under penalty of perjury one of the followin eeler.5if ll t. I have and will maintain a certificate of consent to self -insure for wo pensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ENDURANCE REISN Policy Number WEN0015766-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the orkers' compensation provisions of Section 37700 of the Lab d shall forthwith com with those provisions. 16'.A/ 2can WARNING: FAILURE TOS E WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. ' 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 1 .1 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 with all city and county ordinances and state laws relating to building construction, and hereb uthorize representatives of this county t(!ntethe above-mentioned prope I nat'osAec,:7ew•6ur9e nature (Applicant or Agen - - • '.Cr r .i LQPERMIT Application Number 08-00000952 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3059 Expiration Date 11/29/08 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 -- 18.00 -------------------------------------- Special Notes and Comments ---------------- ------- -------------- 230 S.F. WEATHERWOOD OPEN LATTICE PATIO COVER, PER APPROVED PLANS. ---------------------------------------------------------------------------- Other Fees . . . . . . . .. STRONG MOTION (SMI) - RES .50 Fee summary Charged -------------------- Paid Credited -------------------- Due ----------------- Permit Fee Total 63.00 .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total .50 .00 .00 .50 Grand Total 104.45 .00 .00 104.45 TOM CAMPBELLA & SSOCIATES, 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(a�charter.net should you require additional information. Sincerely, a No. 37m Exp. 3/31/08 Tom Campb II, PE s� CIVIL Site Information Owner's Name Address City/Town State 60/,( Z_AC4/,tL_-o 6 0143q //V,46 U�` 04-q ZZ53 57- r k-nanes i unsieaa 760-777-2650 ■ ..■.■.■.■■ -, ■..MEN 0 ■ ■ ® ■■■■■■■... ..■■■■■■ - . i.■ ■■■■ i.. .a..n ■ ■ ...Patio Cover- White NO n.n■.. ■ ■ i �■■■■■■■■ n�:i■i .■■■■■n. ■ ■ ■ ■ a ON ■■... ®:.. o . . o , ,©. o n ■ ON ■■ ... : �� cen ■i ■■■■■■ y .■■■■ME■■ . ON ONE ..�■. ■■ ■■ ■ ■. ■■ ■i ■..■■■■.. ■■■ ■.■■■ - ■E ■■M n.■■■. ■■■■®■.n■■ ME SEM ■.■ n■n NO ■ ON .■ ■n■. ■..�� ■■ ■. . ......... NoON .■ ME .■. ■■i •■ i .■ n■ ■ ME mm 0 Q M MEN ON ONEmmm ■■■ On ■■ ■,�.� ■■ ..■ ■■■ ■.■ .■. .■■�■ ®.■■■ - .■.■■ ° ■■N■■ ■■■■■■■■.■. ■. ■ ■®■ . 09 No on ■■.i.No .■.0OMNI a �Vos k-nanes i unsieaa 760-777-2650 ,Bin # - City of La Quinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit .# nn v'l Project Address." `fi t• , 4"t�Jd' ,.a �rCG �`eiV Owner's Name:-.•.=_ EL p ,' /G G A. P. Number: �l0 C} [� 2.a O 3.2 - D J Address: Legal Description: LpT 97 -7;e �i>� Z City, ST, Zip: Z 3 Contractor: �/ fETM� % /0S Telephone: t Address: �� 60X Project Description: City, ST, Zip: 1A QV1A)%� CSA o?o? T 3 `7 Telephone: Zo - 77.,2 - t90 ;3 CQi n State Lic. # : /J -7 %08 T 3. City Lic. #: 3.?58 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: , y State Lic. #:` J _ _ ; Name of Contact Person: �l�s t �" Construction Type: Occupancy: Project type (circle one): New Add'n .Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: 40 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING' PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 21d Review, ready for correctionsrssue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES 1 `THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE; 2006 INTERNATIONAL RESIDENTIAL CODE; 2007 CALIFORNIA BUILDING COD ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS _AND -OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00 DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22, THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO 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 KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) INSTALLED WITH SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 170.4.13 OR APPROVED EQUAL. NnTFs• Al 1 mmpnNFNTs ARE INTERCHANGABLE UNLESS OTHERWISE NOTED MAY 012008 FC�f 'z\�a O y I.li. No.3794 � Exp. 3131109 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS- IBC CHAPTER 1'6, IBC10 EDIX�A��R ll§W ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE -FOOT. ' SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFIACTION D. SEISMIC DESIGN CATEGORY D. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. 10, 20 8 30 psf DURALUM PRODUCTS, INC. DATE: 70/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 vn intim In MPH (91AV A.99an91 FAX An;L1519 ealoc(7r 1m.�alum enm REVISED BY: K.K. 8 D.P. RAFTER, SEE TABLE /�• FOR SIZE AND SPACING -' ,VSTSa Ry I r POST HEU + SEE SCHE I 4GTH OF STRUCTURE VARIES - ____l OPEN LATTICE TYPES NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROD. MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FORSIZE AND SPACING MAX. O.H. 5% OF SPAN 1 , 1 SF� X PLATES SEE DETAIL TOM CAMBELL & ASSOCIATES. INC. � spgC LIVE LOAD = POST CROSS-SECTION, - 1 '9B� NG REPORT NUMBER DATE: 10232007 ` 712- SLAB ATTACHMENT' SEE POST DET L NOTE: EACH COMPONENT IS INTER- a0 MAY BE USED WHERE CHANGEABLE WITH ANY OTHER sFFr s�Fq / it COMPONTENT UNLESS'OTHERWISE SHOWN. C �\ SEE SCHEDULE// qs AOF TO F FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING C� ppp CC rr OPEN LATTICE -TYPE PATIO COVER A SCALE: NTS NOTE: THIS OPEN LATTICE -TYPE STRUq - MAY NOT BE ENCLOSED OR COV Q ------ CHANGEABLE WITH ANY OTHER ! TYPE -"E" ATTACHE -D -SINGLE SPAN LATTICE STRUCTU a - - - RAFTER, SEE TABLE MAX.PROD. FOR SIZE SEE SCHE l AND SPACING MAX. O.H. O.H 25% OF SPAN HEIGHT LENGTH OF STRUCTURE VARIES NOTE: THIS SEE POST Exp. -POST HEIGHT SEEICHEDUL LENGTH OF STRUCTURE VARIES COMPONENT IS INTER- I \ WITH ANY OTHER \UNLESS OTHERWISE SHOWN. L� 1Ls %PE "F" ATTACHED M mi;? /,MAY 012008 �MAX. PROJ. ` SEE SCHEDULE RAFTER. SEE TABLE lg a' MAX. O.H. Op OV 25% OF SPAN aOs 3Agg1'C Ci,1,0 OST HEIGHT SE HEOULE LENGTH OF STRUCTURE VARIES . - %,_� eY/ST�NC eL/CO,ryG u I s .. � POST WITH SIDE- PLATES SEE TAIL 312"SLABATTACHMENT MAY BE USED WHERE PERMITTED. J SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. � A'C DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = POST CROSS-SECTION, - REPORT NUMBER DATE: 10232007 PO ST FFTye°gC� OPEN LATTICE SEE POST DET L NOTE: EACH COMPONENT IS INTER- A O SHEET 3 OF 29 312 -SLAB MAY BE USED < G ALTA LOMA, CA 951 741-2107 ( ) STRUCTURES -s CHANGEABLE WITH ANY OTHERSeFTge�FCH TO F AB COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING, SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- /' QST MAY BE USED MAY BE USED TO CONSTRAIN FOOTING, SEE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFT s'OgC I ��F �C SCHEDULE 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 L TTICE STRUCTURE I.C.C. E.S. EVALUATION DRAWN BY: K.K. 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 ps1 DURALUM PRODUCTS, INC. " SHEET 3 OF 29 ER- SCALE: NONE ALTA LOMA, CA 951 741-2107 ( ) STRUCTURES HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOB NO. GFp1-061a REVISED BY: KK. B D.P. 90,100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.wm SOLID PANEL TYPES ATTACHMENT CHANNEL L ALUMINUM SEE DETAIL ANO SHyOFS7 S EE FOR SCHEDULE rHEPLL N 'URE VAR/es ROOF PANELRO E TON F NS OSA/V SPANS ED "O.H." NOT TO EXCEED 25% — OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS. SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED -,' SEE SCHEDULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS. SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE LC POST AND �AL END BAYS" NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTI- COMPONTENT UNLESS OTHI • .r STRUCTURE VA (Mq y NOT BE SNCL OSEO QROF� POS.r J OPTIONAL: CANTILEVER BEAM iEnc E� LES 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. SE POSTSCHEDULE S ACINFOR 1 JOB NO. GF07-0674 COMPONTENT UNLESS OTHERWISE SHOWN. DATE: 10/23/2007 TVPG "('ll FRFFCTANfIINr, \N/OANTII FVFR OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION 30's 10, 20 &.,. O•N.N ALTERNATE: SCALE: NONERANCHO 25j OF SO q^CEED STRUCTURES SINGLE POST 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 SEE SCHEDULE 90, 100 & 110 MPH FAX 403-1519 sales@duralum.com NOTE POST O SPLICE AT THIS D AT END BAYS. 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 ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' ATTACHMENT CHANNEL SEE DETAILS — MIN. 0.5' SLOPE PER FT. SOOTING WHERE REQUIRED _/ jEE,SCHEDULE FOR FOOTING CUBE SIZE N-MAY 012000 1%PE "B" ATTACHED MULT ITT ALUMINUM ROOF PANEL MIN. 0.5' SLOPE PER FT. "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE POST NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. �OFST RUCTURE VqR/ES ( MA y NOT Be ENCLOSED) SEES .LA pC�CFS SE ]ST SCHEDULE FOR MAY BE USED ALTERNATE: O `/OpSP� k E D TO CONSTRAIN /// SINGLE POST FOOTING. SEE SEE SCHEDULE SCHEDULE NOTE NO SPLICE A THIS POST NO AT END BAYS. B SQ. POSTS, SIZE VARIES FOOTING WHERE REQUIRED -JI /-I SEE SCHEDULE FOR FOOTING CUBE SIZE J FOOTING WHERE REQUIRED ­/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�1/ NOTE: EACH COMPONENT IS INTER - /��l/ 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. CHANGEABLE WITH ANY OTHER JOB NO. GF07-0674 COMPONTENT UNLESS OTHERWISE SHOWN. DATE: 10/23/2007 TVPG "('ll FRFFCTANfIINr, \N/OANTII FVFR OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 30's 10, 20 &.,. DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONERANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH FAX 403-1519 sales@duralum.com RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH ALUM. ALLOY 3004-H36 6.5" OR EQUAL 3.. 2„ 6.5" r MAX. I I .024" .032" m DBL. 2 x 6 1/2" RAFTER C C L.L.="T' n u 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„ .032 16" 27,_0„ 24,_6„ 24,_6„ 22,_0„ 24,_2„ 21,_4„ 24" 22,_0„ 20,_0„ 20,_0„ 18,_0„ 19'-B" 17,_4„ 024 16 15,_2„ 15,_2„ 15,_2., 15,_7, 15,_2„ 15,_2„ 20 24" 12'-4" 12'-4" 12'-4" ' 12'-4" 12'-4" 12'-4" 16" 20,_7, 20,_7, 20,_7, 20,_2„ 20,_7, 20,_2„ .032 24" 16'-6" 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,_7, 10,_7, 10,_7, 10,_7, 10,_7, 10,_7, 16" 16,_7, 16,_7, 16,_7, 16,_7, 16,_7, 16,_7, .032 ')A" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" * ENGINEER'S NOTE: WHERE SINGLE RI BETWEEN MAY BE USED AT 32" D.C. OR C- L 0.37948 1Z,% )=XIS►• 3/31^ TRIBUTARY - v i 2> *SEE NOTE BELOW ALUM. ALLOY 3004-H36 OR EQUAL 11 024 032" 042" . 17,_7, L.L.= "T' a 90 MPH 2 x 6 1/2" RAFTER 110 MPH (PSF) (PSF) (IN.) EXP. B 90 MPH 100 MPH 110 MPH N c EXP. B +EXP.C, EXP. B EXP.0 EXP. B EXP.0 EXP.0 042 16" 14'-4" 1 13,_0„ 13,_0„ 11,_8„ 12,_10„ 11,4„ 21._2„ 0 2 40 24"_. 11,_8„4'10,_7"` 10,_7„ 9'-6" 10,_4„ 9'-3" 14._7, 16" 19,_1„ 17'-4" 17,_4., 15,_6„ 17,_1„ 15 4„ 10 .032 24" 15,_6„ 14,_2„ 14,_2„ 12,_8„ 13,-11„ 12,_3., 16" 26'-4" 23'-10" 23'-10" 21'-6" 23'70" 20'-10" .042 24" 21,_6„ 19,_6„ 19,_6„ 17,_6„ 18,_9„ 17,_0„ 16" 10,_8" 10,_8" 10'-B" 10,_8„ 10,_8„ 10,_8„ .024 24" 8'-9" 8'-9" 8'-9" 8'-9" 8'4" 8'-9" 16" 14,_3„ 14,_3„ 14,_3„ 14,_3„ 14,_3,. 14,_3„ 20 .032 24" 11'-B" 11,_8„ 11,_8„ 11,_8„ 11,_8„ 11,_8„ 16" 19,_8„ 19,_8„ 18,_8„ 19;_8„ 19,_8„ 19,_8„ .042 24" 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" .024 24" 7'-2" • T-2" 7'-2" T-2" T-2" T-2„ 16" 111.91, 111_91, 111.9" 111_91, 11,_9„ 11,_9„ 30 .032 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" .042 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" r MAX. I I .024" .032" m DBL. 2 x 6 1/2" RAFTER C C L.L.="T' n u 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„ .032 16" 27,_0„ 24,_6„ 24,_6„ 22,_0„ 24,_2„ 21,_4„ 24" 22,_0„ 20,_0„ 20,_0„ 18,_0„ 19'-B" 17,_4„ 024 16 15,_2„ 15,_2„ 15,_2., 15,_7, 15,_2„ 15,_2„ 20 24" 12'-4" 12'-4" 12'-4" ' 12'-4" 12'-4" 12'-4" 16" 20,_7, 20,_7, 20,_7, 20,_2„ 20,_7, 20,_2„ .032 24" 16'-6" 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,_7, 10,_7, 10,_7, 10,_7, 10,_7, 10,_7, 16" 16,_7, 16,_7, 16,_7, 16,_7, 16,_7, 16,_7, .032 ')A" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" * ENGINEER'S NOTE: WHERE SINGLE RI BETWEEN MAY BE USED AT 32" D.C. OR C- L 0.37948 1Z,% )=XIS►• 3/31^ ALUM. ALLOY 3004-H36 OR EQUAL * SEE NOTE BELO EXPOSURE BAC,3.0" 8.0" .042" W TRIBUTARY - v i 21,_0„ 21,_0„ 21,_0„ 11 21,_0 mmmmmmmmmm 17,_7, L.L.= "T' n 90 MPH 100 MPH 110 MPH (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 042 16" 16" 28,_2„ 25,_7, 25_7" 22,_6„ 25,_2„ 21._2„ . .042 14,_7, 14'-2" 14,_7, 14,_7, 14,_7 14._7, 10 24" 23,_0" 20,_10„ 1 20,_10„ 18,_9„ 20,_6„ 18,_2„ ALUM. ALLOY 3004-H36 OR EQUAL * SEE NOTE BELO EXPOSURE BAC,3.0" 8.0" .042" W 20 .042 - v 3 x 8" RAFTER 21,_0„ 21,_0„ 21,_0„ c 21,_0 24" 17,_7, L.L.= "T' n 90 MPH 100 MPH 110 MPH (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 042 16" 16" 28,_2„ 25,_7, 25_7" 22,_6„ 25,_2„ 21._2„ . .042 14,_7, 14'-2" 14,_7, 14,_7, 14,_7 14._7, 10 24" 23,_0" 20,_10„ 1 20,_10„ 18,_9„ 20,_6„ 18,_2„ 20 .042 16" 21,_0„ 21,_0„ 21,_0„ 21,_0„ 1 21,_0„ 21,_0 24" 17,_7, 17,_7, 17,_7, 17,_7, 17'-2"17'-2" SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 042 16" 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 30 . 24" 14,_7, 14'-2" 14,_7, 14,_7, 14,_7 14._7, DOUBLE RAFTERS WITH 3" MAX. SPACING VGLE RAFTER SPANS ARE NOT EXCEEDED. MAY 012006 PROJECTION SPAN TRIBUTARY TRIBUTARY=V Il WIDTH 1/2 SPAN + O.H. I' NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:, JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30'sf OURALUM PRODUCTS, INC. 1(916)452-7021 ' SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403.1519 sales a@duralum.[om SHEET 6 OF 29 PANEL FASTENERS L.L.= PSF 90/100/110 MPH EXPOSURE B & C CT 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 .075" #12 S.M.S. #12 S.M.S. .750" .860" 24" 12'-9" .300" it .440" .265„ 14'-7" 14'-7 20 8'-10" 24" TRI='V" PAN 10'-3" :T4 0" .07 ' 40 " 11'-4" 12'-3" 12'-3" 30 L.L.= PSF 90- MPH 100- MPH 110 -MPH 9'-10" j 10'-8" 10'-8" 6.00" 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. SKYLIGHT DETAIL OPTIXB PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL 1 MAY 011008 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. 12" X 3 1/1" W F'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 SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" t=.040" #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" 14'-7 20 8'-10" 8'-10" 10'-3" 10'-3" 11'-4" 11'-4" 12'-3" 12'-3" 30 T-1" T-1" 8'-4" 8'-4" 9'-10" 9'-10" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS OROFES - ti SINS I. C,q /VO 37 948 gyp• 3/31 ,12 CT 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 & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 102312007 STR NGIN E COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAAL CA (951) PANEL FASTENERS HORIZ. WND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@dumium.wm I HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 WALL FASTENERS 1 75' R ROLLFORMED HANGER 281" ALUM.ALLOY 6063-T6 .060' B EXTRUDED HANGER CHA NEL R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. ALUM. PANEL 2x OJ/ \ 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE .25"R .0! #10 SMS @PANEL LOCKS OR" SMS AT EA. CONTACT 200�� -� CONTINUOUS A. RAIL ROOF PANEL ¢ (WHERE OCCURS) 3 AUM.ALLOY 6063-T6 #10 SMS @ EA. CONTACT w WALL CONNECTION 1O ALU M.ALLOY 6063-T6 I.R. HANGER 2.740" T=.060" -J III IW N WALL FASTENERS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) SEE TABLE AT WOOD STUD AT MASONRY OR M 16" O.C. CONCRETE SPACING O LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD 41 APPROVED 3" OR 4" N3 I INSUL. ROOF PANEL o D BorD BorD E E E J J EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD AT MASONRY OR M 16" O.C. CONCRETE SPACING 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 5'-10" It 2" x 4"V-6" FULL 24" O.C. it DESCRIPTION OF LAG SCREW SEE NOTE BELOW) zz Fa W allo U- C/) A=3/8"O x 1 1/2" @ 12" O.C. B=3/8"0 x 1 1/2" @ 8" O.C. C=7/16"0x11/2"@10"O.C. D=7/16"O x 1 1/2" @ 12" O.C. E=3/8" 0 x 4" @ O.C. EACH STUD F=7/16"0 x 4" @ O.C.,EACH STUD J=1/4"0x11!8'@16"A.B. \1� K=1/4"0x1«178"@1�A:B. EXIST. RAFTER DRAWN BY: KK ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4 FULL OR 16' O.C. V-6" .16,_8 13,_10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" It 2" x 4"V-6" FULL 24" O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 10'-8" 8'-3" 5'-6" i' I 2'-0" T-0" 4'-6" T -0"I i 2"x6"FULL OR 2"x8" NOTCH 24" O.C. 2,-0" 17,-6„ 14,_0" T-6'fi' f 2"x8" FULL 24" O.C. 1 2,-0" 29,4„ 1 e NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY #10 SMS T&B 1.880" AT 12" O.C. 01 S/1' 0 FESS Lu,� zl O' N®. 37948 1— Exp- 3/$110.0 --4y l \ EXISTING WOOD STUD FRAMING EAVE LENGTH 24 OR Zx8 LEDGER 2 EACH 1/4"0 x 3-12" LAG SCREWS L.L10 p5f RAFTER 2 EACH 7/16"O x 3-1/2" LAG SCREWS L.L=2 AND 30 ps( )-#10x1 3/4- (3) -fit x3 12" W.S. PATIO COVER RAFTER TO WALL CONNECTION ,O NOTE: PLACE"SIKA FLEX"OR SIMILAR ! MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: KK 111 SHINGLE ROOFING TO PROVIDE SEAL " V LIVE LOAD = 10# L.L.=(2)#8 SMS EA. SIDE, BRACKET CONNECTION 4l BELOW RAFTER Wl y 1 1/2" 20#/30#L.L.=(2)#10 SMS EAS SIDE HANGER CHANNEL qND BRACKET 10, 20 8 30 sf 3/16" U -BRACKET 8" 0 STEEL ATTACHMENTSSHEET 3/4' OR 1 1/2" 8269 ALPINE AVE., SACRAMENTO, CA 95826 0 0 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER REVISED BY: K.K. 8 D.P. - 90, 100 8 110 MPH 6' O PROTECTION, METAL FLASHING I2x6 1/2 O O r CAUCK JOINTS AND SLOPE TO DRAIN 5" MIN. I I RAFTER TYPICAL BRACKET AT EVERY 2x — /4"OR 11/2'---- 1 1/4" — --r I \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE \ EXISTING WOOD STUD FRAMING EAVE LENGTH 24 OR Zx8 LEDGER 2 EACH 1/4"0 x 3-12" LAG SCREWS L.L10 p5f RAFTER 2 EACH 7/16"O x 3-1/2" LAG SCREWS L.L=2 AND 30 ps( )-#10x1 3/4- (3) -fit x3 12" W.S. PATIO COVER RAFTER TO WALL CONNECTION ,O NOTE: PLACE"SIKA FLEX"OR SIMILAR ! MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: KK 111 SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET LIVE LOAD = MAY BE MOUNTED BRACKET CONNECTION 4l BELOW RAFTER Wl DATE: 10/232007 SAME CONNECTION'S. 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 HANGER CHANNEL qND BRACKET 10, 20 8 30 sf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTSSHEET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 7 OF 29 REVISED BY: K.K. 8 D.P. - 90, 100 8 110 MPH (976) 452-7021 FAX 403-7519 salesQa durstum.com COLUMN/ POST TYPES _&--SURFACE MOUNT ATTACHMENT DETAILS y —/J O -SQ. SQ. 3.00' 3.00"SQ. .032" #10 SM`S � Q_X G =3S 8 024" @24"O.C. O t8 .SEAIDE o 0'" III I 4"SQ.xt=.18865032" , 14"R =5"SQ.xt=.188" ALUM. I ITYP 040" ALUM. 0.048"STEEL II 024"/ 2 O O 3.0" 4.0" OR 5.0" 8„ 5/8" PLASTIC PLUG 3" SQ.'AL"UM-POST / �3 A 3' SQ. ALUM. POST � MAG POST SQUARE WITHSIDE PLATES D / " ALUM. ALLOY 3004-H36 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36"' 3' SQ. STEEL POST ALUM. ALLOY 3004=H36 A653 GRADE ASTM40 ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40 ALUM. ALLOY 3.00" OR� 2.0" 40F�G5510N,� �\ 6063-T5 2.40" \ t Q v CAAlp tiC \ 1.375" GJ (j7/16"OHOLE 56" 2 FLANGES 0 2 1/8" APART Cn� r m 75° O o 1.125" 2.5" 1 � � 319 7D+� ASTM GRADE 40 STEEL 75" 75" BASE FLARES 157"- -- - OEA. r 1.60" TYPSIDE OF F FLANGES 1.5 USE FOR 3" 1T---� INSTALL WASH. PLATE POST ONLY �t 4 1%"x'5/16"x 5Y" WHEN USING 090" TYP 5.50" IZ 1-7/16"0 HOLE IN 110 MPH WIND AREA & 2-3/8" HOLES �--_ CL 2- 5/16"0 HOLES TYP. EA. SIDE 1 -090"_ BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP. kl'4 " LAG SCREWS OR 6 LAG SCREWS 2 1/8 2 1/8" 'T' BRACKET JENE. INTO WALL) 3 7/8" @ 3"SQ. POST W/ 3" Q 0 1 SIDE OF POST OR 3" SO. ALUM POST PL. 6„ 1 2 1/4" M.B. THROUGH xPOST LU 711/16"0 ROD 3/16" v6" 21040 STL. AUGER PARTS PAINTED 20" 3" 3—' ' RUST-O-LEUM" OR EQUAL 20 3"SQ.POST BRACKET: 2 1l2A 2 1/2" OR HOT DIPPED OR (1)-1/4" QJ M.B. x 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. — 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX. 3/16„ 9•x16"x7 GA. 3" x 8" ALUM. HEADER NOTE: STEEL PLATE "H" BRACKET SINGLE PASS WELDED MAY : USED WITH ASTM A36 AUGER ANCHOR AINTED 3"SQ. ALUM. POST AUGER OR EQUAL HEADER BRACKET 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 (\ 6 /1 STEEL FOOTING DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 10, 20 8 30 le DURALUM PRODUCTS, INC. .JOB _ SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916)452-7021 REVISED BY: K.K. 8 D.P. - 90, 100 8 110 MPH FAX 403-1519 sales@duralum.com SHEET 11 OF 29 1 _ COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUMw POST TYPE B.C.D.USE WITH F111-1. Posr TYPE a..o. OR E. STEEL POST ONLY: STEEL."1'BRACKET USE WITH USE POST TYPE (3 -5/8"0 BOLTS T' BRACKETPOST TYPE B.C,D,E,F,G,H,J OR K. FG, H, J OR K FOR POST TYPE J3"SQ.PD$T W/ 3 SO. POST ALUM."T-BRACKET: 3"SQ. POST (2)-#12 SMS EA. USE (2)-3/8"0 HILTI4 5" KWIK BOLTS OR EQUAL 1 1 SIDE OF POST OR 12 DEPTH OF I 1 (2)-1/2"0 BOLTS 16"INSERT 1 1/4" M.B. THROUGH STEEL.'T'BRACKET: FOR ALL OTHER POST SEE NOTES BELOW USE (2)•3/8"0 HILTI KWIK FOOTING OR I I CONDITIONS 4 S" x .188" BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A36 (2}3/8"0 HILTI "KWIK'.. r (2" MIN. EMBEDMENT DEPTH i I STEEL FOR KWIK BOLTS I :` T_O.C. BOLTS, OR EQUAL, EACH I BRACKET TO SLAB. 2"SQ.BASE UT MINIMUM DISTANCE TO LL J EDGE OF SLAB = 2-1/2" d w ASTM A572 STEEL b w w �;a.: •:•.• <n = 3/16„ DEPTH a = U SLAB SHALL BE IN C POURED CONCRETE • •; ;•• CL rn FOOTING SEE NOTE '• 1x11 3" SQ. POST (STL.) - - - 4 ' GOOD CONDITION (1)-12"OM.B. • ` 1, OR FLUTED FOR SIZE x9" LONG, 1" SQUARE OR 4" SQ. POST (STL.) 3 1/2" MIN. SEE FOOTWG FROM END INSERT SCHEDULE SQUAR SEE FIGS, i OF POST SCHED.' PL.S/8"THK. EXISTING"SLAB• O 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. 9 INTO FOOTINGt 12" g'• 1 112" y r 1 1n" 15" 1 1/2" 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" SQ. 41" 44" 69" SQ. 43" ' CUBE FOOTING W/ 3 1/2" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' & 24" CUBE (2)-1/2"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 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. NOTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM. 4" OR 7"l -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X " X 0'-5}S" AT STEEL '-r' ��� O BRACKET. MAY 1009 3. POST TYPE F DO NOT USE STEEL'. BRACKET W/ 7...I B p i A/0 (Ti G) ' EYV 3j848 r � I � n7 ; 9 rr/ r. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 12" SQ. x 5/8" B, C, D, F & G 18- SO. x 5/8' 1 B. C, D, F. G. & H FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"x12-XS/8' PER I.C.C. ESR -1917 OR EQUAL (43/4 . EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" I PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) DRAM BY: K.K TOM CAMBELL &ASSOCIATES, INC. COLUMN LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ' SURFACE MOUNT 10, 20 8 3o pst WIND = ALPINE AVE., SACRAMENTO, CA 95826 ' SCALE: NONE . _ RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT 90, 100 8 110 MPH 0. io (916) 452-7021 FAX 40}1519 sales@durelum.com (916 SHEET 9 OF 29 REVISED BY: K.K 8 D.P. HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" �ySQ. f00" SPLICE WHERE �- 1 79" OCCURS SPLICE WHERE SPLICEOCCURS OCCURSU7 4.6" U75-*, 2.57" 4.6" E p 2.19° _tTT 2.04 P, .048" 065" 2.04" TYR 2.08" 1 065" rYP. .28" 2.93" rt ` 4.0000, 3.0' 2.7' 1 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„ M Y O 1.2008 H � SOF S/p 3 Q c� 1. nnAx 2„ 1; r SPLICE'(7 SPLICE WHERE OCCURS —070„ WHERE 4„ OCCURS ILLJ • NO. 37946 �� y 032" TYP� Exp. 31 ' /09 —110" TYP. �, �. - ALUM.ALUM. ALLOY ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 6063-T6 OR EQUAL J4" 1-BEAM 7" I-BEAM DBL. 2 x 6.5 BEAM ��D i —3 x 8 BEAM L I 3.0" ` 1ALTERNATE STEEL C-BEAM FOR ALUM. [-BEAMS 3"B" .625" MAX. 3 -11 4" I-BEAM = 7"x 2 3!4" x 16 GA. STEEL C-BEAM I --.o— f— .042" 8" .042" T=1a GA. 7" I-BEAM = 12"x 3 1/4" x 12 GA. STEEL C-BEAM f— 7.875 ASTM A653 GRADE 50 L-.-- j: ALUM. ALLOY 7004-H36 ALUM. ALLOY 30 OR EQUAL L OR EQUAL UAL M O --I 2.875" I- O 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM , 3 x8 BEAM STE DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO -COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 1 O OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com BEAM TO POST CONNECTION DETAILS - OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD) 3" x 8" x.042" BEAM, . 3"SQ. SAM, L OR \)-#10 S.M.S. EA. SIDE (4)-TOT.MAG ' #10 S.M.S. TOP & BOTT. (2) -TOT. 2412 x 112" S.M.S. EACH SIDE OF 3" #10 x 1/2" S.M.S. TOP S0. POST (4 -TOTAL) ALTERNATE: 114.0 BOLT W/ WASHER & BOTT. (2)-707. 1 1/4" EA. SIDE OF 3" SO. POST r) 1.501 =ROOF PANEL 4., 6 1/ " {• ROLLFORMED OR I 1.10" EXTRUDED GUTTER ,75 i y O+: :...50 -1 (4)—#14 SDS @EA. SIDE FASCIA - ALUM. BRACKETX — — TOP & BOTT. TOT.=16 #10 S.M.S. @12"Q.C. n KI2.35... 3.. SO. POST 2" 1,. .. _.. 2410 x 12' S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 114"0 90LT W/ WASHER EA. SIDE OF 3" S0. POST 1 3.00' 3• SO. POST OR .240" GUTTER FASCIA X 3" ALUM. OR TEEL POST H — BRACKET TO POST 6 1/2"x2"x .024"RAFTER MAG BEAM 3" SQ. POST 3"SQ. STL. BEAM 1 3 ALUM. ALLOY 3003—H24 ALUM"ALLOr3003-H24%,,,%, 1.50" 1.5" .28'` j�;.28" �y� — �� • 018' 018„ P1 2"x3" LATTICE TUBE1 1/2':SQ.TOR P� 2" EATTIC-ETU.60.ri-OO N�JAY 01 �#8 x 2 "SMS, 2 1/2" / OR 3 1/2", TYP. 1 112" OR 2" SQ. OR 2"x3 LAT710E 0 Q irk 7 C� u-1 NO. 37948 r 1Ta'i —RAFTER Ev. 3%31 LATTICE TUBE -TO RAFTER �C( �! \ 17 f i RAFTER "TAIL" TO GUTTER 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER 1 1/2" t = .040" 6063—T6 'r t = .040" 3004—H36 ALUM. / a . 1F(4) — #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 11/2" MIN. O :O i 2.750" ( (4) — #8 x 3/4" TEK SCREWS BRACKET TO,BEAM 'U"'BRACKET — RAFTER TO BEAM I.C.C. E.S. EVALUATION DRAWN BY: K.K TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 1 0/2 32 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 20, 30 psl OUPRODUCTS, INC. 12 OF 29 ER- SCALE: NONE ALTA LOMA, CA (951) 741.2107 ATTACHMENT HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 o.cwlcsia REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPHoe (916) 452.7021 FAX 403-1519 sales@duralum.wm SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 9" 24" 3„ 1,. 11 3,. 5, 1„ 11.1 ,. „ „ ,. ,. 8„ 1 (2)#10 S.M.S.@ EA. VALLEY, TYP. #10 S.M.S. II #12 S.M.S. II (6 TOT. T.p THICKNESS =.035' (24 TOT TYP. THICKN = .035" 11 _ I1 11 --- 6.38" II II t t t tt t t t t tt ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED mE--===I NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I_BEAMALUM ALLOY I SO. POST,CONNECTWEB 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 TOTAL= (8)-1/2"0 BOLTS _... ........... ............_._..................__..._......._. SQ. POST 1.00" 0 I=S$�O 0 0 0Ps �" Cq� -9BEAM TO POST CONN. SPLICE WHERE 4.i 2.00„�kv� yMAYO 1. 2000 OCCURS LU . r .070" I o o IVO. 37948 mf TsxTYP. p- 3/�7709 ALUM. ALLOY F-16 14 6063-T6 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) MA BE USED 4., ' SPLICE WH occur ALUM. ALLOY 6063-T6 7" I -BEAM Mf1MFNT r. -RPI I(.F 912 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @ 8"O.C. % AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" SM. OR(4)-114"0 M.B. BEAM 7"x4" ALUM."[" SM. TO BRACKET 2-3/8"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: S E SHEET I.C.C. E.S. EVALUATION DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 Psf OURALUM PRODUCTS, INC. 1(916)452-7021 11 OF 29 REPORT NUMBER SCALE: NONE SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 GiL1as14 ER- REVISED BY: K.K 8 D.P. ALTA LOMA, CA (951) 741-2107 90, 100 8 110 MPH FAX 403-1519 sale"@duralum.mm DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION /BEAM SPLICE TO 1 1/2" OR 2"LATTICE ,,)BEAM OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ALTERNATE 1/2" #8 S.M.S. 1' -POST. NOT,PERM_ITTED --'-PLUG WHERE DOUBLE RAFTER -'POST UNITS "�~� SCREWJS INSIDE BOLT CONNECTIO PLAN 2 6 SCREWS ALTERNATE: PER SIDE 1 L 4-#14 S.M.S. EACH y 5.. 5.. BE USE 14 MS MAY RAFTER TO COL. ALTERNATE TO -- CONNECT. (8 -TOT.) / 3.5" 3.5" 4r N 1 f 3.5"- 1! 3.5" 1/4"0 BOLTS 6" 1" 3"x 3"STL.POST (24") ALTERNATE: INSERT ATTACHED OR (2)-2x6.5" OR 3"x 3"STL.POST COLUMN I(2)-3"x8"HEADER FOR FREESTANDING _I_LL_ (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 F #8 S.M.S. EACH SIDE + FI � 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"xTW.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 8 .5' I .5" " BEAM a OR a 6-#14 SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. #14 SMS EA. SIDEL43"SQ. SIDE SEE POST SCHED. f / TOP, MID HEIGHT AND BOTTOM. POST BETWEEN SIDE PLATES BEAM TO-POST"CONNECTION POST 21 r3" -SQ. z .024" + (2)-2" x 6'1/2".x .024" f 3" SQ. x.024" + (2)-2" x 6 1/2" x.032" 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. EX ST. SHEATHING X tl q F,74�t# 3 2"x6" LEDGER (EXIST.) w A, - 3/8" LAG SCREW G) pV1C X0.37948 �; I rr- m'}i �XlO.3/31�g fl E STUCCO OR EQUAL 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: SHEET REPORT NUMBER DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE CONNECTIONS 10, 20 8 30 psf HORIZ. WIND = - DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO, CA 95826 13 OF 29 ER- SCALE: NONE REVISED BY: K.K. 8 D.P. UALTA LOMA; CA (951) 741-2107 90, 100 & 110 MPH' (916) 452-7021 FAX 403-1519 salesQdumlum.c m ,oe No.dwlasla 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 FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED Z) o MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST cO� SPACING SPACINGFTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG.MIN. ON SLAB POST POST POST POST POST POST POST POST POSTPOST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-6" 28F 22 B 1 s' $; 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 18-0 _ 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 17'-1 ° 6' 11'-4" 11'-10" 26 F 23 B 16-8" 28 G 26 B 12'4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B 15'-7" 7' 9'-8" 11'-0" 26 G 24 B 15 14 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' s'3,-6„ 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'-;'2 9 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 10' 6'-9" 9'-2" 26 G 25 B 12'-12,_1„ 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6_2„ 8•_9-, 26 G 26 B 12'-3" '-6" '-"'6" 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 11 12' 5-8" 11'-s" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B 11'-0" 13' 5'-2" 11, 3" 7„ 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 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'x" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B 0" 16' 4'-3„ 10"-2" 28 f -{ 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B g'- 17' 4'-0" 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28 H 31 B 9'-3" 18' 3'-9" g,_7,. 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B s' -o° 19' 3'-7" s,-2>. 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B '-10" 20' 3'-4" g, 0„ 33 H 32 B 7,-0„ 33 H 30 B 8'-10" 33 H 32 B 8'-7" POST F MAX HT.= 8' FREESTANDING ONLY / Q_ MAY 012000 NOTE: C1� C) I. G FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" ti ` v^��. 'Q� 4 EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE �I- �U ,�.�.! MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE B 1U �' '�` FIGURE INDICATES EX E C , � tm" � I' �O. 37848 (— All SEE ALTERNATE FOOTING TABLESADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. •' < 1, ��' i SHT. 9 FOR AT & /f SHT. 23 FOR FREESTANDING DRAWN BY: KK DATE: 10/23/2007 TOM CAMBELL & ASSOCIATES, INC. soup POST SPACING TABLE0, LIVE LOAD = PATIO COVER'SYM319 NO. GF07-0674 NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 20 8 30 sl P ND .JOB DURALUM PRODU! ��SCALE: 8269 95826SHEET 'REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED90,0100 10 # L.L. 90 MPH 81710 MPH ALPINE AVE.. SAO, CA (916) 452-7021 FAX 4les®duralum,wm 14 OF 29 r0# L.L. 90 MPH FREESTANDING & ATTA12' OR LESS EXP. B & _ 7" I_BEAM DBL. 3"x8"x.042"BEAM DBL2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT OR 3"x8' BEAM Q = JCOm FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED p MAX.POST MAX.POST MAX.POST o m v SPACING SPACING SPACING m a Z SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. FOR DBL. FOR 3" x 8" FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. r j y p POST POST POST POST 2" x 6.5x.032" BEAM POST POST IN POST POST J u r (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE ( ) TYPE (IN.) TYPE 4' 17'-0„ 33 20'-1" G 13, 7„ 14'-2" 28 22 26'-1 33 G B 4- 4' G 28 B 9, 2„ 33 24 B 13'-0" 13,x„ F B 25'-10" 27 5, . „ 29'-8° 33 G 30 B 17'-117 -2" 28 G 25 B 12'-r" 12'-8" 28 F 22 B 2a'-13 0 33 G 28 B 5 28'-4" �E 11'-8" 12'-2" ' 27'-1" 33 31 B 16'-4" 28 26 11'-1" 11' 6" 26 23 21'-1 33 29 B 6' 6' 11'-4" G �E 5'-8„ G B 10'-7" 11'-1 , F B 1,�„ G �C ,5._, 0" 7' 9'-8" 25 2'>--.. 33 G 31 B 1 s'-2" 28 G 27 B i o'-3" 101-91, 26 G 24 B 20' 4'9, 5„ 33 G 29 B�� 71 �E 14' 6" 9'-10" 10'-3" 8' 8'-6, 23'-5" 33 G 32 B 14'-2" 28 G 27 B 9'-8" 10'-0" 26 G 24 B 19'-0" 33 G 30 B�E 8, 22'-4" �E 13'-6" 9'-2" 9'-7" 18'-2' 22'-1" 33 E 13'x" 28 28 9'-1" 9'-5" 26 25 17'-1 28 31 B g' 9' 7'-7" 33 G /29 G B G B 17'-2" G 10' 6'-9„ 21'-D" 33 G 33 12'-8" 28 G 28 B s'-7" 9'-0" „ 26 G 25. B 17'-0" 28 G 31 B�E 10' F 12'-1 " -2" - 11' 6-2" 33 G 34 E�/F 12'-111'-6" 28 G 29 B 8-2 7'-10" 8-7"8 2 26 G 26 B 16'->-". 28 G 32 B/E 11' 12' 5'-8" 19'-2 g3 G 34 E/ 11'-7" 26 G 29 B 7'-10" 8'-2" 26 G 26 B 15'-6" 28 G 32 e4 12' F 1'-1" 7'-6" 7'-10" 14'-10' 13' S'-2" 18,4„ 33 H 35 E� 1 o' -s., 28 H 29 B 7'-6" 7'-10" 28 H 26 B 14'-� 4, 3., 28 H 33 e� 13' 7'-7" F 7'-2" 7'-6" 14' 4'-10" 17'-9" 28 H 35 E� 10'-9" 28 H 30 7 3„ 7-7 28 H 27 B 28 H 33 B/ 14' 0'-3" B 6'-11" 7'-3" 3'-9" E 15' 1 T-2° 28 36 E/ 10 4 28 H 30 B 7'-0" T-4" 28 H 27 B 13-1 28 H 33 B/ 15' 4'-6" 16,x„ H F 9'-10" 6'-8" 7'-0" 13'-3" E 16' 28 36 10'-0" 28 H 31 B 6'-10" 7'-1" 28 H 27 B 13'-5" 28 H 34 B� 16' 4'-3" H F g'_7" 6'-6^ 6'-9" 2'-10' 17' 4'-0„ 28 H 36 F 9.9 28 H 31 B 6'-7" s'-10" 28 H 27 B 13'-0'2 -s" 28 H 34 e� 17' 15,-4" 3„ 6,�„ 6. 7„ 18' 3'-9 , 15'-8" 28 H 37 F 9 5 28 H 31 B 6'-5" 6'-8" 28 H 28 B 12 -$2, 2 28 H 34 B�E 18- 28 9,_0„ 6, 2„ 6,�„ 15'-2 33 H 37 F I' -Z' 33 31 6'-3" s' 6" 33 H 28 B 12' 4'; -9" 33 H 35 B� 19' 19' 3'-7" 14'-6" 8'-9" H B 5'-11" 6,_2„ 14'-1 33 9'-0" 33 32 6, 1.. 6'�" 28 B =,3 H 35 B� 20 20' 3'-4" 1a'-2., H 37 F 8'-7.. H B 5'-10" 6'-1" 11_ E POST F MAX HT.= 8' FREESTANDING ONLY % CJ �• (,' �Y�� q NOTE: _A q" V � - /�Co \v'P •�/� �, QI Q 2.1(Ili FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" l(p ��"i EACH SIDE OF CUBED FOOTING WITHOUT SLAB. �C' (t� 11 WHERE SLAB OCCURS, CUBED FOOTING SIZE UJ MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOS No. 379 r Imt %3!3 l09: SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. so POST SPACING TABLE LIVE LOAD = PATIO COVE 5 MFG. OURALUM PRODacs. INC. JOB NO. GF07-0674 DATE: 1 012 312 0 07 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10. 20 8 30 sl P HORI2. NAND = 8269 ALPINE AVE.. SMENTO, CA 95826 SHEET 15 OF 29 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED g0, 100 8 110 MPH (916) 452-7021 FAX19 sales@Eumfum.Com REVISED BY: K.K. 8 D.P. 10#1 .L. 90 MPH 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS 'EXP.,',B' &-C DRAWN BY: KK. TOM CAMBELL & ASSOCIATES, INC. 6.5" ROLLFORM 4" I -BEAM PATIO COVER SYST AS MFG. BY: 4.5" / MAG GUTTER MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3" SQ. STEEL BEAM DURALUM PRODUC INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 REVISED BY: KK. 8 D.P. 10 # L.L. 100 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.wm SHEET 16 OF 29 F FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED Z) 0 MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST C3:;- SPACING SPACING SPACING SPACING SPACING SPACING FTG. MIN. FTG MIN. FTG. MIN FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. ON SLAB POST POST POST POST POST POST POST POST POST ' POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 13'-11" 30 G 22 B 18'-17_ '2 35 G 24 B 15'-2" 28 G 22 B 14'-0" 30 G 22 B 15-2" 30 G 22 B 5' 13'-7" 12'-5" 30 G 23 B 17'-1.. 30 G 25 B 13'-6" 28 G 23 B 13. " 30 G 23 B 14'-1;' 30 G 23 B , „ 15 -4 12'-1 1 6' 11'-4" 11'-4" 27 G 23 B 15'-14 30 G 26 B 12'-4" 28 G 24 B 12'-3�,�„ 30 G 24 B 13'-32,x„ 30 G 24 B 0 7' 9'-8" 10'-6" 27 G 24 B 14'-5" 30 G 27 B 11'-5" 26 G 24 B 11'-8" 27 G 25 B 12'-7" 30 G 25 B 13'-0" 10'-7' 11'-9' 8' 8'-6" 9'-10" 27 G 24 B 13'-61 3' s 30 G 27 B 10'-8" 26 G 25 B 11'_1" 27 G 25 B 12.0" 27 G 26 B 12'-2" 9'-11' 11'-2' 9' 7'-7" 9'-3" 27 G 25 B 12'-9'i 30 G 28 B 10'-1" 26 G 25 B 10'-55 27 G 26 B 11'-1'0, 27 G 27 B -5" 4„ 9„ 10' 6'-9" 8'-10" 27 G 25 B 12' 1" 10'-10' 30 G 28 B 9'-6" 26 G 26 B 9' 10,, 27 G 26 B 11, 2„ 27 G 27 B 11' 6'-2" 8,-4„ 27 H 26 B 11'-6'0 27 H 29 B 9'-2" 26 ' 26 B 9'-5'-,-'8'-5" 27 H 27 B 10'- 27 H 28 B �„ 5 0'-1' 12' 5'-8.. 11-00, 27 H 29 B 9'-018 27 H 27 B 10 9, 27 H 28 B 0„ -1" 9„ 13' 5'-2" 10,_7„ 30 H 30 B 8'-8" 30 H 28 B 10'- 9,_6„ 30 H 29 B 9,_6„ 7 9 14' 4'-10" 10'-3" 30 H 30 B 8, 4.. 30 H 28 B 30 H 29 B 9,_2„ 15' 4,_6„ 9'-10" 30 H 30 B8 1 '-3„ 30 H 28 B 9-99, 30 H 30 B 8'-10" 1„ 16' 4'-3" s' -s" 30 H 31 B 7'-10„ 30 H 29 B 9'-s" 30 H 30 B O" 8'-1 17' 4'-0" 9.3 30 H 31 B 76, 30 H 29 B 9 4 30 H 31 B 8'_4" 9,. 8, 8,. 18' 3'-9 , 30 H 31 B 7,-4„ 30 H 29 B 9'-2" 30 H 31 B 6'-7" 8'-6" 19' 3'-7" 35 H 31 B 7 -26' 35 H 29 B 9'-os,�„ 35 H 32 B 10 1 5,. 20'3'-4" 8' 35 H 1 32 B 33 fig "� - ;� i o",-3,. 35 H 32 B 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 FOOTNOTE: "SAMPLE" j `-�, LUNo. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE- ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. r X13 MAY 012000 r m;; 1Tf DRAWN BY: KK. TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATIO COVER SYST AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DURALUM PRODUC INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 REVISED BY: KK. 8 D.P. 10 # L.L. 100 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.wm SHEET 16 OF 29