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09-0340 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 09 ;600-003-4-0n Property Address: 81923 SEABISCUIT WY APN: 767-200-999-38 -312023- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 6384 T44�v 4 4 Q"' BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: JERRY NETKIN 81-923 SEABUSCUIT WAY LA QUINTA, CA 92253 ( VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 7'77-7153 Date: 4/15/09 Contractor: Applicant: Architect or Engineer: PRECISION PATIOS 67210 KANN ROAD DESERT HOT SPRINGS, C 9 24Apn 2009 (760)413-2007 Lic. No.: 539152 CITY ell:LAQUIWA LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C447 D03 License No.: 539152 �Bate-Jntr�i� / OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ I 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 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 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 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT I Policy Number EXEMPT 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 l:o the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. pdfe: ;cant: WARNING: FAILURE TO SECURE 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. 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 hereby authorize representatives Of thi ounty to eZuponeabove-mentioned prapertv fnr i!,nection ourosea. ater (Applicant or Agent): Application Number . . . 09-00000340 Permit PATIO COVER PERMIT Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 58.50 Issue Date . . . Valuation . . . . 6384 Expiration Date 10/12/09 Qty Unit Charge Per Extension BASE FEE 45.00 5.00. 9.0000 THOU BLDG 2,001-25,000 45.00 ---------------------------------------------------------------------------- Special Notes and Comments 480 S.F. ALUMAWOOD PATIO COVER PER ENGINEERED PLANS :�--------------------------------------------------------------- ------------ Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary. Charged Paid Credited Due Permit Fee Total 90.00 00 .00 90.00 Plan Check Total 58.50 .00 .00 58.50 Other Fee Total 1.50 .00 .00 1.50 Grand Total 150.00 00 .00 150.00 LQPERMIT Bin # Qty [1 y Q �� La in Building 8I' Safety Division. P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 0 a `3� Project Address: �� ,� SeJ �• - -� . �'(�. Owner's Name: A. P. Number: k)aY Address: q 13 Sept 13 i SCAZ- l.c_ A Legal Description: Contractor: 51ON 4-v pS City, ST, Zip: (PQM TelephoneIN- s Address: (07;�-) Ntj > Project Description: +lot3 p . f4 luw� e 2�- , City, ST, Zip: ' phone: Tee >:<<< :.<;::•:>:>::>•>r:. `7(c I ' ;-oo fl" .><': <�: State Lic. #: City Lic. #- - 0 ec. I N _ C� Arch., Engr., Designer:. ttS� Address: City., ST, Zip: ;;;ori::?}•>.:;;`�o r.w:}:;:.:;i Telephone: ..:: ;.,:<:';^«::>:<.; f>:.,;:':" .:>..;;.:::.<;•:<;:;:;::cyi:>r:><:. Y>%nY�•'l�i:i.:i••',iiii}'�i$,+r.�'ii:.1;.y\ :i •i'. State Lic. #:J--:<.;:<.:::.:>•.>;:.;:;r�::;;::.;:?<;;>: >; ::<< % <{.' z-- Construction uction Type: Occupancy. . Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: oO APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMG 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 Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up. S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Jrd 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 t 11 V 1 W Ire 4ADEPT. r Total Permit Fees FOR CONSTRUCTION DATE BY 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 ticampbellCcDcharter.net should you require additional information.SI C Q OF SgY Sincerely, a (. NO. 37ft r- M Exp* 3/31/0 ; Tom Campbell, PE `�'�� CIVIL \� ' Site Information Owner's Name A47-41 Kl Address 9" o * /31S1--ri/7 G✓,fl t C, L3 sc u in P��LtS l b t�1 Wl b !� ' 5r fL-Lo IGO Y15 CZoo'l G V10 � ► s -r I k C. u10 LAs� %X30 LA -T/ y fir� A w w►�- w � �0VIE� V2— G U R L CITY OF LA QUiNTA gUfLQING & sAFETY AP p R RTION VCE FOR CONS o4fr c%q BY t 1 �. 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 CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. gR1 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. S. 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. B. 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 8 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 IF, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH IF, 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 A446 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 HILT] KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 7. DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. 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 CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605 CITY OF LA QUINTA 12. COMMERCIAL APPLICATIONS -IBC CHAPTER 16 BUILDING &SAFETY DEPT. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT AP I' ROV ED SNOW LOADS: GROUND: 50 POUNDS PER SQUARE OT. FOR CONSTRUCTION ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE G, NON -HEATED STRUCTURE) WIND LOADS: 90 MILES PER HOUR, EXPOSURES B At _ATEA= BY 100 MILES PER HOUR, EXPOSURES B A D C. 110 MILES PER HOUR, EXPOSURES B A SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 REVISED BY: K.K. 8 D.P. AR11(I MPH f11M fA1R1 dF7-7(171 FAX df1'i-1F1p wlwcATr4,raLun rrvn I d RAFTER, SEE TABLE FOR SIZE - ----�- OPEN LATTICE TYPES Fx� AND SPACING , ST/NG .• , - - PROJ. SEE SnNGeUi o NOTE: M I$ OOT BE EPEN NCLOSED ED ORTGOVERED. SEE SCHEDULE G �• SEE SCHEDULE ^ (Q� • \ MAX. OCH' NG • Y , M_ ZS%OF SPAN O. `• RAFTER, SEE TABLE t a y R 1 \ FOR SIZE aQs AND SPACING } T SpgCNq'vC f . ' '•' NC ` es&Q'�'opy,F,4/,•-X. 25%OF SPAN 1, POST�HEIGHT SCE }. TSp`'aCWtiO _. SEE SCHEDULE - r6 �� , ' 4•. POST HEIGHT t i6 •� - : SEE CH DOLE •C�� pO. LENGTH OF STRUCTURE VARIES 01,F �y - •OP - AOST WITH SIDE- OF ' • ' pQ PLATES SEE DETAIL • •• ; LENGTH OF STRUCTURE VARIES .. s F '9S<F��Nc � ,. IIVI'11WIryl NOTE: EACH COMPONENT r F T Spq' , 3 112' SLAB ATTACHME MAR '1 5 2009 nOST } ` `POST WITH SIDE- , COM ONENT IS INTER-:. . a MAY BE USED WH SF sa Q , PLATES SEE TAIL CHANGEABLE WITH ANY OTHER sF sTSA PERMITTED. FTq@(� NG ``COMPONTENT UNLESS OTHERWISE SHOWN. ' FT�(FC(1C I` SEE SCHED ! Q�OFE 91@ SLAB ATTACHMENT FOOTING WHERE REOUI v AS r OMPONENT IS INTER- ppsT' MAY BE USED WHERE \\OPE-N-LAT__TiCE-TYPE � _ SEE SCHED. FOR FOOTI `_ / TH ANY OTHER SFFT SpgC, PERMITTED. PATIO COVER /� COM NLESS OTHERWISE SHOWN. qe(F NG I` SEE SCHEDULE NOTE: THIS OPEN LATTICE -TYPE S OOyy 0 SCALE: NTS - MAY NOT BE ENCLOSED OR pEit • FOOTING WHERE REQUIRED, Vv 'CSEE SCHED. FOR FOOTING CUBE SIZE T`TYPE"'E"TATTACHEDTSINGL'ETSPAN-r"a T'ICE`STRUCTU ~ NO. 3 r948 PE "F" ATTACHED MULTISPAN LATTICE-STRU.CTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED. MAX. PROJ. MAX. PROJ. RAFTER, SEE TABLE SEE EES U E NOTE: THIS OPEN LATTICE -TYPE STIR SEE SCHEDULE ' ' FOR SIZE •AND SPACING MAY NOT BE ENCLOSED OR CO /1�. � • �T RAFTER, SEE TABLE ?S�QF•o'�•1: Q 25% OF SPAN O.H AND SPACING QST �Fp O.H Sa F/H 4, qC/NCC 2 "�•1' MAX. O.H. OF SPAN OST HEIGHT } TS•O.9c SE REDUCE ��(,E OST HEIGHT t 0•D SE HEOULE G. 16 O' LENGTH OF STRUCTURE VARIES.- 0 M (� q'1'G r5 Q✓F N .. OST CROSSSECTIO LENGTH OF STRUCTURE VARIES SEE POST DET;I " FT.ge 4C�N POST CROSS-SECTION, SEEPOSTOET L NOTE: EACH COMPONENT IS INTER -3 112• SUB SFFr QS BNO CHANGEABLE WITH ANY OTHER SFFT SpgC TO CONSTRAIN MAY E USED (F MAY BE COMPONTENT UNLESS OTHERWISE SHOWN. 96(F �N l� FOOTING. SEE a TO CONSUSED TRAIN SCHEDULE NOTE: EACH COMPONENT IS INTER- Qs OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFFr Saq� SOCHEDFOTIL SEE SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. ��F NC' FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE S12E SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTIS PAN I TTIC F= STRI IC:TI IRF DRAWN BY: H.K. TOM CAMPBELL & ASSOCIATES, INC. - LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. ' ! SCALE: NONE REVISED BY: K.K. B D.P. RANCHO CUCAMONGA, CA (951) 741.2107 STRUCTURES HORI2. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3.OF 29 90,1008 110 MPH (916) 452-7021 FAX 403-1519 sales@-duralum.eom SOLID PANEL TYPES ATTACHMENT CHANNEL CER ALUMINUM JSEE DETAIL OOFBEE VOTC ROOF PANEL ECT/pETUREVgR SEE SCHEDULE A F CLOSED 0. SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE PASTSp OPTIONAL: CANTILEVER SQ. POSTS, SIZE VARIES SEESCHEpVCES SEE SCHEDULE POST SPACING R MAY BE USED WHERE NT ALTERNATE: O.H POST OFS N CEED PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' NOTE: NO SPLICE AT THIS ` J POST AND A END BAYS. 4 FOOTING WHERE REQUIRED t� SEE SCHEDULE FOR FOOTING CUBE SIZE 3 NOTE: EACH COMPONENT IS INTE CHANGEABLE WITH ANY OTHER W COMPONTENT UNLESS OTHERWIS rinr IlA" AT--Aflur_r% OlAlnl C OOAAI %A//r%AAITII C\/Co /lE) P& ALUMINUM ur ST ROOF PANEL ON RUC�REW� SEE SCHEDULE FOR SPANS (MA NOT BE O. S A ENCLOSED) "O.H." NOT TO EXCEED 259% OF SPAN ALUMINUM ROOF PANEL SEE SCHEDULE -� FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN v m SEE DETAIL FOR SPLICE - m V TOM CAMPBELL & ASSOCIATES, INC. rs s SQ. POSTS, SIZE VARIES 2 �II 3 1/2" SLAB ATTACHMENT IN iV MAY BE USED WHERE 10, 20 8 30 st V PERMITTED. EE SCHEDULE C CQi HT.= 12' S ATTACHMENT CHANNEL SEE DETAILS - MIN. 0.5" SLOPE PER FT. E REQUIRED ✓ FOR FOOTING CUBE SIZE 4R 15 2009 )u ATTA/%LJCI'l KA r ALUMINUM ROOF PANEL MIN. 0.5" SLOPE PER FT SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. O.H yr STRUCTURE Vg RIES (Mqy NOT BE ENCC OSEp SEE DETAIL FOR SPLICE DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. SEE DETAIL FOR SPLICE POST �II POST COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPTIONAL: CANT LEVER BEAM 10, 20 8 30 st V SEE OPTI NAL: CANTILEVER B SE SCHEDULE SQ. POSTS, SIZE VARIES SEE SHE C//y0 DUCES RANCHO CUCAMONGA, CA (951) 741-2107 SEE SCHEDULE FOR POST SPACIN = SQ. POSTS, SIZE VARIES SCHEp ING (/CES PST ACING REVISED BY: K.K. & D.P. 0. 100 90. 100 8 110 MPH rale (916) 452-7021 FAX 403-1519 selesCi�dur9lum.com O H' NOT 3 1/2" SLAB MAY BE USED ALTERNATE: N 25%OF p EY SP EEp 3 112" SLAB MAY BE USED ALTERNATE: 25j OF Sp EkCEE D TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE"Tr PNOTE OST qN iv IkO SPLICE AT D AT END BAYS. �` TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE 0 SPLICE Ae THIS POST DAT END B YS. FOOTING WHERE REQUIRED / FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: KK TOM CAMPBELL & 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 10, 20 8 30 st V DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES WIND = 6269 ALPINE AVE., SACRAMENTO. CA SHEET 2 OF 29 REVISED BY: K.K. & D.P. 0. 100 90. 100 8 110 MPH rale (916) 452-7021 FAX 403-1519 selesCi�dur9lum.com RAFTER SPANS FOR OP OMMERICAL, TIO"S 90/100/110 MPH EXPO_ SURE}B & C • 6.5" ttQ UM. -ALLOY 3004=H360.024" - 2„ w ACj 1.EOUAL� �.. MAX. 2" `0': f_ r * S BELOW ALUM. ALLOY 3004.H36 • 042„'•� ALUM. ALLOY 3004-H36 - ' Or "�OR EQUAL, OR EQUAL. -� E,0 LL h.:.. 37948 � �-�- ` _ J, SEE NOTE BELOW 0) ZU JA- a- '.2x,6 1/2" RAFTER' m`� �y DBL. 2 x 6 1/2"RAFTERS m v3 x 8" RAFTER c c c L.L.= "T' m Lg x_90 MPH' 100 MPH 110 M L) �'c PSF n c "T" n a�• 90 MPH " 100 MPH 110 MPH L.L.= - "T' mcg 90 MPH 100 MPH' 110 MPH ( ) (IN.) o EXP. 6 EXP.C. ,EXP. B EXP.0 EXP. B EXP C PSF) (IN') w o EXP. B EXP.0 EXP. B EXP.0 EXP: B EXP.0 (PSF) (IN.) w c o EXP. BI EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 14'-4" 13'-0" 13'-0" 11'-8" 12'-10" 11'-4" 024 ' 16" 20'�3'� 184' 18'-4„ . 16'-6 18,_1„ 16,_0„ 16" 42, 28'-2" . 25'-7"-- 25'77" 22'-6" 25'-2" 21'-2" , 24" 11'-B" 10,_7, 10,_7, 9'-6" 10,-4„ 9'-3" 10 24 16'-6 X15,_0„ 15,_0 13,-6" c 14,_S, 13,_1„ 10 0 24" 123'-0" 20,_10" 20,-10„ 18,_9 20'-6" 18,_2" / ' 16" 19'-1',� 17'-4" 17'-4" 15'-6" 17'-1" 15'_4", 16" 27'-0" 24'$" 24'-6„ 22'-0" 24,_7, 21'4" 10 ` .032, . 032 ' I 24"j 15'-6" it 14'-2'j 14,_2„ 12'-8 13'-11 12,_3„ 24" 22,_0„ ' 16" 26,-4„ 23,_10„ 23,_10^-21'-6" 23,_0„ 20,_10„ 042 16" 15'-2" 15' 2" 15'-2" 15 2" 15'-2" ,15 2" _ W 16" 21'-0" 24" .024 .042 21 0 21 0 21'0 21 0 21 0 21' 6" 19'f" �19' 6 <17i _0„ 20 24" 12f-4"' 12 4„ 12,_4„ 12'-4' _ .12'-4" .12'-4" 20 24. 17 _2" 17,_7, 17,_7' 17,,2" 17,_2,µ 17,_7, 16" 10,_8" ,10'-8" .10,_8,.y 1 8 1 -10';8"- X10'-8'; �...� _16„r 20,_'20,_2„ 20,_2„ 20,_2„ 20'-7, 20,_2,,, .024 :032 8, 9„ 81_91, 8,_9„ -24" 16'-6" 16'-6" 16'-6" 16,x„ . 16,x„ 16,x„ 16" 14'-3" 14,_3" 14,4„ 14,_3" 14,_3„ 14,_3"' 16" 12'-5" 12'_5". 12'-5" 12'-5" 12'_5, 12'-5" 16" .17,_3., 17'-3" .17,_3„ 17'-3" 1T -T'' 17,_3„ 20 .032 .024 .042 24" 11 _8 . 11.8„ 11 _8„ 11 _8„ 11 _8" 11 _8" 30 24" 10'-2" 10'-2"• 10'-2" 10,_2„ 10,_7, 10'-2„ . 30 24" 14,4„ 14,_2„ 1 14'-2" 14'4" 1 14'4" 14'_2" 16" . 19'-8" 19'-8" 191-8" 19'4" 19'4" 19'-8" 16" 16'-7" 16'-7" 16'-7" 16'-T' 15'-7" :16-7" .042 .032 24 16'-1" 18_1„ 16,_1„ 16,_1„ 16,_1„ 16,_1„ 24-T. 1 V-6" 13,4„ 13,-6„ 13,_6„ 13'-6„ 13'-6" , 8'-10 16" T-2" eT-2" 7'-2" 7- 2" T-10" 8'-10" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING .024 24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" BETWEEN MAY BE USED AT 32" D.C. OR 48" D.C. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED. 11,_9„ 30 ' .032 , 24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 16" 13'-6" 13'-6" 13'-6" 13' 6" 13'x" 13' 6" PROJECTION .042 3" _ � SPAN 24" 13,_r 3'- 13'-3" 13'-3" 13'-3" 13'-3" 13'-3O.H. - ` ,TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) ' O.H. 6 78 9 10 11 12 13 14 15 1617 18 19 20 21 - ri . 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTARY TRIBUTARY= 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 WIDTH 1/2 SPAN + O.H. 2' 5 6 6 7 7 8 8 9 9 10 '10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11. 12 12 13 13 14 _ _ NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4 9 9 10 10 11 11 12 12, 13 13 • 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 11 11 '12 12 13 13 14 1 14 1 15 15 16 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: ,DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf DURALUM PRODUCTS, INC. JOB NO. GF07-0674 SCALE: NONE REVISED. BY: KK 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 90, 100 & 110 MPH (916) 452-7021 FAX 403.1519 sales0dumlum.com SHEET 6 OF 29 PANEL FASTENERS 24" - 24" TRI --"V" PAN L.L.= PSF 90- MPH 100- MPH 10 #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. 30 #12 S.M.S. #12 S.M.S. 90/100/110 MPH 15 110 -MPH / " '� G� #10'S.M.S.a � ? ,. 37948 #12S.M.S. E4LR 3 1 2011 �, CN11. #12 S.M.S. -4�. 4 'I z" X 3 l/L VV t'NIVCL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. 910 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT . FRONT HEADER AND REAR LEDGER .075" 750" .440" EXPOSURE B & C 860" R9.250 OPTIX@) PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL KYLIGHT DETAIL 1 R SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS 100- MPH t=.020" t=.024" t=.032" t=.040" 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 7'-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 6-001,18,001, 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: K.K. TOM CAMPBELL &ASSOCIATES, INC. LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30'sl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS H. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95926 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 100 (g16) 452-7021 FAX 403-1519 sales�duraiumcom HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004=1-136 1.50" WALL FASTENERS 078 2.740" . .06M SEE TABLE .300" 1.50" r. 05' .633" L , t= 0.04° _ .010y .202,,, .25"R DIA. • #10 SMS # PANEL W • = ( LOCKS OR #8 SMS q�� Q • ! IV • 4 . co 281" i ' AT EA. CONTACT 5„ - WALC3 M .20 S C1 WALL CONTINUOUSA-RAIL O O7 FASTENERS ; .ALLOY ROOF PANEL Q (WHERE OCCURS)63-T6ALUM.ALLOY 060'i IB ' N 6063-T6 o1.75" (}#10 SMS (d EA. CONTACT w AL 6063 T6YROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION - "I.R.HANGER C#10 SMS T&B r IV. AT 12" O.C. R.F�OR EXT. HANGERgg CHANNEL, 2x OR 3x y RAFTER'BRACKET. \ ALUM. PANEL 2x O c• ' 3x ALUM. RAFTER , 1 -+FASCIABOARD EXIS HEAVES, RAFTER ALLOWABLE PROJ EXISTING�V SEE TABLE BELOW r OVERHANG♦ EXISTING.EAVE CONNECTION <2ot - _ - _ . 11 � EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) z ALLOWABLE DECK / RAFTER SPAN / WIND r AT 2x FASCIA AT WOOD STUD _ AT MASONRY O �1AR1 5 ,DESIGN W/ SIMPSON A35 16" O.C.. CONCRETE 2 x 4 FULL OR 2" x 4" 1 FULL .. 16" OC LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 X 90 A BorD BorD E E E J J K 100 BorC BorD BorD E E E J J K .11 110.• D BorD -. BorD E E E' J. J'. K 17'-6", 14'-0" 9' k 2"x8" FULL 24" O.C. DESCRIPTION OF LAG SCREW SEE NOTE BELOW),' 29'-3" zZ A=3/8"0 x 1 1/2" @ 12" O.C. E=3/8" 0 x 4" @ O.C. EACH -STUD �Q W • B=3/8" 0 x 1 1/2" @ 8" O.C... ' F=7/16"O x 4" @,O:C`EACH STUD cnNcL LL�� C=7/16"0 x 1 1/2" @ 10" O.C. - J=1/4"0x1 1/8"@16",A.B. t" D=7/16"0 x 1 1/2" @ 12" O.C. ,, K=1/4"0x1f)8'@'12"A.B.* - _ - _ . 11 � EXIST. RAFTER DRAWN BY: KK ALLOWABLE DECK / RAFTER SPAN / RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2 x 4 FULL OR 2" x 4" 1 FULL .. 16" OC 1,-6" 1& 16,-8" 'IT -10", 9'-3" 2'-0" 11'-8" 8'-8" 5'-10i / 24" OC ., • V-6" 10'-8" 8'-3" 6269 ALPINE AVE., SACRAMENTO, CA 95626 2'-0" T-0" 4'-0" 3'-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-6", 14'-0" 9' k 2"x8" FULL 24" O.C. 2,-0" • , 29'-3" 25,-0"' 16'-9" F NOTE: A710, 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# L.L.=(2)#8 SMS EA. SIDE ij 1 1/2" 20#/30#L.L:=(2)#10 SMS EA. SIDE // U -BRACKET t I I 2x61/2" a 5" MIN. ' RAFTER 1 , 1 1/4' \ EXISTING WOOD STUD FRAMING EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf 1�2_ 2 EACH -7/16"0 x 3-1/2" LAG SCREWS U.L.=2 iND.30 psff fl v RAFTER TO . - WALL;CONNECTION 1. 100 FES �p,� 1. C.q,�A + O W ~ 37948 * EXNAR 31 2011 CNII _.�► 3/16" 0 STEEL •� - 0 1/4"0 HOLES.TYP. 0 NOTE: PROVIDE WATER O PROTECTION, METAL FLASHING O r CAUCK JOINTS AND SLOPE O I TO DRAIN TYPICAL BRACKET AT EVERY 2x \ FOR SPAN SEE ALLOWABLE • DECK/RAFTER SPAN TABLE /E LENGTH NOTE: PLACE "SIKH FLEX" OR SIMILAR DRAWN BY: KK 'MATERIAL BETWEEN BRACKET AND COMP. AFTER «a"CCC OR 2x8 LEDGER )-#10x1 3/4" PATIO COVER r JOB NO. GF07-0674 . MAY BE MOUNTED NOTE: PLACE "SIKH FLEX" OR SIMILAR DRAWN BY: KK 'MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET JOB NO. GF07-0674 . MAY BE MOUNTED 0 BRACKET CONNECTION BELOW RAFTER W/ HANGER CHANNEL AND BRACKET SAME CONNECTION'S. DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD = COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 . DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET ]PATIO 10, 20 & 30 psf. DURALUM PRODUCTS, INC. SCALE: ONE ti RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS HORIZ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 7 OF 29 r REVISED BY: K.K. 8 D.P. 90, 100 & 110 MPH (916) 452-7021 FAX 4031519 sales®duralum.cam COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I 3 I 2 3.00"SQ..032" 3.00" SQ. 3.00" SQ. o - I' #10 SMS ,i G =3' SQ.xt=.188" .024" 24"O.C. �11.00� /D s EA. SIDE / oo H=3"SQ.xt=.250'II J=4"SQ.Xt=.1881) 6.5'. O 075„ o ALUM.3 - I TY14"R .040"ALUM. K=5"SQ.xt=.188" TYP. 032" .048"STEEL .024" 3.0".4.0" OR 5.0" O 5/8" PLASTIC PLUG .28 O O ` �QQ9 3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 ) - � �7- �1QR 1 WITH SIDE PLATES OD3004-R-36MAG POST "`SQUARE ALUM. ALLOY 3004-H36 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ASTM A36 GRADE 40 S A653 40 ALUM. ALLOY 6063-T6 FE s��jV,� ALUM. ALLOY 3.00" OR 2.0" �Q ��,4- e�i"1((� 6063-T5 2.40" r ` COD DRAWN BY: K.K. O LIVE LOAD= 1'2 �7/16"OHOLE .56" DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2 FLANGES 2 1/8" APART 10, 20 8 30 sf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES 75 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916) Z2.5" I�' '37948 452-7021 FAX 403-1519 sales(pduralum.mm SHEET 8 OF 29 0 ASTM 1.125" E4R 1 ?.!111 GRADE 40 STEEL 75„ 75" * 0 BASE FLARES * s� CIVIL 1.60" 1ST' TY P� TO 3"WIDE EA. SIDE OF FLANGES 1.50 1'! OF INSTALL WASH. PLATE 090„ TYP. POST ONLY 1%"x 5/16" x 5}4^ WHEN USING Qc 1-7/16"0 HOLE IIN 110 MPH WIND AREA Ck 2- 5/16"0 HOLES & 2-3/8" HOLES TYP. EA. SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP.6 ' -3/8" LAG SCREWS OR �3 4;-1/4" LAG SCREWS 21/6" 21/6" 'T' BRACKET J (2.5" PENE. INTO WALL) 7/8" @ 3"SQ. POST Wi Q U (2)-#12 SMS EA. OF POST OR 3" SQ. ALUM POST 6 / 2„SIDE B. THROUGH POST x LU L/ �7 �A :L. 1 I 11/16" 0 ROD 3/16" I 1040 STL. -� AUGER PARTS PAINTED20" 210"WSQ.POST 3" 3" ' RUST-O-LEUM" OR EQUAL BRACKET: OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. S1TL. 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 3/18„ 9"x16"x7 GA. 3" X 8", HEADER SINGLE PASS WELDED NOTE: MAY BE SL PLATE ASTM A36 "H" BRACKET AUGER ANCHOR AUGER PARTS PAI TEDUAL HEADER BRACKET ALUM. POST ONLY. GER NOTE: OR HOT DIPPED GALVANIZED STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. OR ELECTROPLATED SINGLE PASS WELDED �� STFFI FllflTlAlr 1 0 / DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 8 30 sf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916) REVISED BY: K.K. & D.P. 90, 100 8 110 MPH 452-7021 FAX 403-1519 sales(pduralum.mm SHEET 8 OF 29 COLUMN / POST. TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS. ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE ALUM."T"BRACKET USE WITH ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" POST TYPE B,C,D, OR E.STEEL'POST 12" ONLY: 23" 8 24" CUBE (2)-1/2"0 "T" BRACKET 20" 21" SQ. 12" STEEL.'T"BRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. 25" SQ. ' I -USE POST TYPE I F; G, H, J OR K (3)-5/8"0 BOLTS FOR POST TYPE J (4)-12"0 3"SQ. POST W/ 3"$Q. POST (2)-112 SMS EA. SIDE OF POST OR 3" 50. POST ALUM.'T'BRACKET: USE 2)-318"0 HILTI KVII� BOLTS OR EQUAL sTEEL.T^BRACKET: 1/2 DEPTH OF I I I I �2)-112"0 BOLTS 4 5" _ 16"INSERT 1/4" M.B. THROUGH 28" USE (2)-318"0 HILTI KWIK FOOTING OR I 0 R ALL OTHER CONDITIONS X.188' 4 5" POST SEE NOTES BELOW BOLTS OR EQUAL 112" MIN. EMBD. i i (4)-3/4"0 ASTM A36 (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH FOR KWIK BOLTS NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. . •••: I I •; 38" 55" SQ. 37" STEEL BOLTS, OR EQUAL, EACH 44" 69" SQ. 43" • CUBE FOOTING Wl 3 112" SLAB �:; I 11,. T_O.C_ BRACKET TO SLAB. 2"S .BASE PLT MINIMUM DISTANCE TO � � J BASE PL .'SO EDGE OF SLAB = 2-112" • • . d , • •,.:' � w p ASTM A572 STEEL :�:ti: �• DErTHOa z v 3/16" ;: w t ..• „r.;, SLAB SHALL BE IN •• GOOD CONDITION a POURED CONCRETE FOOTING SEE NOTE �':"� ° '•.' •• : ••• •. o. p 3' SQ. POST (STL.) - OR FLUTED )TL) 1/2" MIN. FOR SIZE SEE FOOTIN �-1/2'oM.B. x9" LONG., SQUARE - OR 4" SD. POST IS SCHEDULE SQUARE—FROM END--_ SEE FIGS, INSERT EXISTING SLAB 0 3" SQ. POSTS TO CONC. FOOTING __ OF POST -S HED. SQUARE POST EMBED. FG O -- INTO OOTIN 1 12" g" 1 1/2" NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X �" X 0•-SY," AT STEEL "T' BRACKET. MAR 151009 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED 1 12" 115" 111/2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE I MAYBE USED WITH POST TYPE, -SEE SHT. 8 12"SO. x5/8" B, C. D. FBG 18' SQ. x 5/8" B, C, D, F, G. B H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 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 (4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12" BOLTS 23" 8 24" CUBE (2)-1/2"0 3 1/4" 20" 21" SQ. 12" 22" 25" SQ. 16" 25" - 30" CUBE (4)-12"0 3 1/4" 24" 28" SQ. 20" 26" 32" SQ. 23" 31"- 34' CUBE (4)-5/8"0 4" 28" 35' SQ. 25" 35'- 39" CUBE (4)-3/4•'0 4 3/4" 30" 39" SQ. 28" 32" 43" SQ. 30" 40" - 42" CUBE (4)-3/4"0 4 314" 34" 47" SQ. 32"' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. 36" 51" SQ. 34„ 38" 55" SQ. 37" 40" 60" SQ. 39 42" 64" SQ. 41" 44" 69" SQ. 43" • CUBE FOOTING Wl 3 112" SLAB NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X �" X 0•-SY," AT STEEL "T' BRACKET. MAR 151009 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED 1 12" 115" 111/2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE I MAYBE USED WITH POST TYPE, -SEE SHT. 8 12"SO. x5/8" B, C. D. FBG 18' SQ. x 5/8" B, C, D, F, G. B H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 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 (4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 . AND EMBEDMENT HORIZ. WIND = 90, 100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales@dumium.com SHEET 9 OF 29 REVISED BY: K.K. 8 D.P. HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" 61" I GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.00" 1.79" Ln (6 .73" 2.57' 2.19" 2.08" 2.93" T .038" R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-H36 A 6.5" ROLLFORMED SPLICE WHERE OCCURS 4.6" 2.04" 065" TYP. 2.7" ALUM. ALLOY O 6063-T6 B 4.5" GUTTER 2.04" SPLICE WHERE OCCURS .065" TYR ALUM. ALLOY 6063-T6 O C MAG. GUTTER SPLICE WHERE OCCURS ALUM.ALLOY 6063-T6 MAG BEAM 3.00" SQ. �I1.00�f f14R TYP. .048" .28" ASTM A653 GRADE 40 O 3" SQ. STEEL BEAME r- 4„ MAR ?.009 pFES + 3.0" oQ� 1LI r 3„ �,. c F Mme. 6.5.. r7y O � I� � 2„ —� �— .042„ SPLICE � � (��' 4" SPLICE WHERE N LlLl o.379%48 m 6.D" OCCUR- TYP. OCCURS- 3fAWiN1 LU I�\ —� TY P..1101, 7y`, �F,^`. .032•, 1 TYP. d')► cM1- 1 F ALUM. ALLOY 3004-H36 ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL 6063-T6O 6063-T6 � OR EQUAL J O �4"'VBEAM� 7" 1 -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM K X3.0" \ IL 1ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS �/ 3 MAX.3" —�1 „ �•-- � �� 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 1` 1 ..042" 042" iIT=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 7.875 ASTM A653 GRADE 50 I �AL.MALLOY 3004-H36 ALUM. AL�3x , oR Eo=nL�STLINSERT 97,/ 2.875 M O 3 x 8 BEAM W/ L. 8 BEAM 3 x 8 BEAM --� - -- STEEL INSERT DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95626 1(916) SHEET 10 OF 29 REVISED BY: K.K. 6 D.P. 90. 100 8 110 MPH 452-7021 FAX 403-1519 sales®dvmlum." r BEAM TO POST. CONNECTION 'DETAILS • . i OPTIONAL DECORATIVE FASCIA T .0 ( WOOD, ALUM, OR HARDBORD) 3" X S" x.042" BEAM, 3" S0. STEEL OR (2) -#to S.M.S. EA. SIDE (4) -TOT . MAG BEAM' _ ` r #10 S.M.S. TOP 8 BOTT. (2) -TOT. 2412 x 1/2" S.M.S. EACH SIDE OF 3" - 4 rj/�ASILQ POST (4 -TOTAL) #10 x 1/2" S.M.S. TOPNATE: 1/4"0 BOLT W/ WASHER .. S. BOTT. (2) -TOT. 1 114". DE OF 3" SQ. POST 5 ' ROOF PANEL 4" 6 1/2"' ROLLFORMEDOR _ .75 j JOI ~' EXTRUDED GUTTER -}+ I'S0 I ` (4)-#14 SDS @ EA. SID_ E FASCIA ALUM. BRACKETX U — — v ! #10 S.M.S. 12"O.C. ` 2.35" - 3"SD. POST ..TOP & BOTT. TOT.=16 @ _ - - x 7 6 1/2"x2"x 0„ (.. , .024"RAFTER - 2•4 10 S0. POST (4 -TOTAL) - ALTERNATE: 1/4°0 BOLT W/ WASHER - EA. SIDE OF3"SQ. POST •- - RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM: -OR STEEL POST = O 240" .3' RSO. POST`, 14 h `" 3.125 -FOR 3,x RAFTER GUTTER FASCIA H - BRACKET TO POST , 2.125" FOR.2 x RAFTER MAG BEAM 3" SQ. POST I , - ' 3"SQ. STL. BEAM 13 , , ,'!� 01. ALUM. ALLOY 3003-H24 ALUM. AL'L`OY 3003-H24 - M I 1.50" ��} j 1/2" , _ - t = .040" 6063-T6 y —� .1.50 t = .040" 3004-H36 ALUM. y r� 2" 1 �_ � •' .018' r y � .018" i (4) - #8 x 3/4" TEK SCREWS r, L P1 BRACKET TO RAFTER 2"x3" LATTICE TUBE ' 2'=SO. OR ^_� P2 ti • 11/2" MIN. ,#8 x 2 "SMS, 2 1/2" w Q,`j ► �+ (` OR 3 1/2", TYP. 1 1/2" OR 2" SQ. OR 2"x3" LATTICE @ 3"O.C. MIN. UP TO 7"O.C. MAX. W No. 37948 —RAFTER EXAR 1 7�1 CATTICE-TUBETO-RAFTER CiVil. DRAWN BY: KK. I - TOM CAMPBELL & ASSOCIATES, INC. ,DATE: 10123!2007 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE' -NONE I RANCHO CUCAMONGA, CA (951)741-2107 REVISED BY: K.K. 8 D.P. BEAM TO POST ATTACHMENT 0 MAR 1i 6110 � , = � o 0 / LTR v 1 (4) - #8 x 3/S BRACKE- RAF-TER'TOBEAM 18 I LIVELOAD = PATIO COVER SYSTEM AS MFG. BY: 10.20 s 30 psr DURALUM PRODUCTS, INC. JOB NO. GF07-067a HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@durelum.mm SHEET 12 OF 29 SIMPLE SPLICE 9„ SPLICE DETAILS 11 BEAM TO POST DETAILS 12 ' FULL MOMENT I I � #1D S.M.S. II #12 S.M.S. II (a ror. TYP. THICKNESS= .035 (24 TOT TYP. THICKNfii = .035" II II 6.39" II II + + + ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED., TOTAL= (8)-1/2"0 BOLTS _.........................._........ ..........._................................... ................. .. ° 1.001,o ° h10R .909 SPLICE WHERE OCCURS 070" 4 _ TYP. LI ~ * Ex ALUM. ALLOY S 6063-T6 6.. 4" I -BEAM 3'-0" MOMENT C -SPLICE ` NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE NMI Occul ALUM. ALLOY 6063-T6 7" I -BEAM KAMAr MT r._scl Ir.r (2)#10 S.M.S.@ EA. VALLEY, TYP. WT 1 1911 #12 METAL BACKED, `+N,� NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM Fc FLANGE ROOF PANEL 4"x3"ALUM.I "" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. /fTO BRACKET 2-3/8"0 M.B. THRU STL. "T' BRACKETTO POST. POST, SEE SCHEDULE � " ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. NOTCH I -BEAM FLANGE LIVE LOAD = AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB (6061-T6) ALTERNATE BEAM TO POST W/(2) -1/2"O STL. C -BEAM THRU-BOLTS SQ. POST SCALE: NONE BEAM TO POST CONN. WT 1 1911 #12 METAL BACKED, `+N,� NEOPRENE WASHERED TEK SCREWS @ 8"O.C. AX. STAGGER IN BEAM Fc FLANGE ROOF PANEL 4"x3"ALUM.I "" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. /fTO BRACKET 2-3/8"0 M.B. THRU STL. "T' BRACKETTO POST. POST, SEE SCHEDULE � " ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 pst DURALUM PRODUCTS, INC. I(SiG)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DETAILS HOWIND = 90 100, 100 &110 MPH 6269 ALPINE AVE., SACRAMENTO, CA 95626 FAX 403-1519 sales@dumlum.cem SHEET 11 OF 29 REVISED BY: K.K. 8 D.P. - ' DOUBLE - RAFTER -_;CONNECTION DETAILS LATTICE BEAM TO POST. CONNECTION .- BEAM SPLICE TO 1 1/2" OR 2= -'LA' TTICE #8 S.M.S. + a j OCCUR DIRECTLY OVER ' 5/8" 0 PLASTIC e r I POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" DOUBLE RAFTER -F.. I @ 2 -POST UNITS SCREW IS INSIDE BOLT CONNECTION PLAN 2 '. _ 6 SCREWS � ALTERNATE: PER SIDE I 6 ' 4-#14 S.M.S..EACH .} #14 SMS MAY. - _ RAFTER TO COL. 'a , BE USE AS CONNECT. (8 -TOT.) • " 3.5" 3.5" ALTERNATE TO e _ - 1 /4"fd BOLTS 3.5" 3.5" 1„ .5 8" BEAM - :{ I o --r----- --- i I ' 4.5.,0 6„ OR I /' 6414 SMS EA. 'SIDE I I 6 1/2" SIDEPLATE EA. h 3� 3"STL:POST (24") l o l s ALTERNATE: s (2)-2xs.5" OR #14 SMS EA. SIDE SIDE SEE POST SCHED. , INSERT ATTACHED OR v I I , 3"X'3" STL.POST COLUMN (2)-3"x8"HEADER + FOR -FREESTANDING MID HEIGHT _ TOP, AND BOTTOM. - L (2)-1 /2"BOLT 3"SQ. POST BETWEEN SIDE PLATES f �, z°X 6.5" SIDEPLATE BEAM TO POST CONNECTION , POST SCHEDULE 21 ', DBL: RAFTER'/'DBL �HEADE-R:GONN. 119'177�_ s W SQ. x.024" + (2)-2" x 6 1/2" x.024' 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. EXIST.. +, yy Q _ ' SHEATHING MAR .L 5 7009 FES ' #8 S.M.S. EACH SIDE ` - Q - J O LATTICE,1 1/2" OR 2" 2"x6" LEDGER (EXIST.) DRAWN BY: K.K. C/) y �. w i 3/8" LAG SCREW LU COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ' LATTICE 10, 20 a 30 pst DURALUM PRODUCTS, INC. 2"x6.5" OR 3'� RAFTER ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 • CONNECTIONS 3�i4�011 t SHEET 13 OF 29 ALTERNATE: 1/2" BOLT 90, 100 8 110 MPH EXJ;1R-- CIVIL. ALTERNATE: r 2)- #10 S.M.S. EACH RAFTER ' E STUCCO OR EQUAL 1 ' TO COLUMN CONNECTION (4 -TOTAL) • ALTERNATE: 2.5" PENE.INTO WOOD FRAMING ' (2)- 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER ATTACHMENT DETAIL STUB COLUMN TO DOUBLE HEADER.CONN 20 DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 10!232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ' LATTICE 10, 20 a 30 pst DURALUM PRODUCTS, INC. ' SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 • CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 13 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 916 452-7021 FAX 403-1519 sale dwalum.wm ( ) ''® POST F MAX HT.= & FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. 6.5" ROLLFORM 4" I -BEAM 4.511 / MAG GUTTER MAG BEAM JOB NO. GF07-0674 3" SQ. STEEL BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I POST SPACING TABLE FREESTANDING 10, 20 & 30 pst DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED o MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED m SPACING ON SLABOST SPACING SPACING FTG MIN• SPACING FTG. MIN. FTG MIN. SPACING SPACINGFTG. FTG . MIN. FTG. MIN. FTG. MIN. FTG MIN. MIN•FTG MIN. 7FTG.IN• YPE (IN.) POST TYPE (IN.) POST TYPE POST POST POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'-0" 14'-6" 28 F 22 B 19' 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 8''-10" 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'-8'5,-7„ 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B . 7' 9'-8" 11'-0" 26 G 24 B 15 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'-6'3,-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'-12-9 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" 26G 27 B 11' 6'-2" 8'-9" 26 G 26 B 12'-1'1 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 28 B 26 G 12' 5'-8" 11'-9'1-0" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B 13' 5'-2" 11'- 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" i. 15' 4'-6„ 10' s" 28 I-{ 30 B �� '�� 'y 8'-1 " 28 H 28 B 9'-9" 28 H 30 B s'-10° G� 16' 4'-3„ 10"-2" 28 H 31 B F- R!� 7'-10" 28 H 29 B 9'-6" 28 H 30 B 9 . 3'7 g 17' 4'-0" 28 H 31 B * E 7'-7" 28 H 29 B 9'-4" 28 H 31 B 9'-3" 18' 3'-9" . 9'-7'9,-0" 28 H 31 B q IVII. 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 s'-10" 20'T-4" 9' 33 H 32 B 7'-0" 33 H 30 B 8'-10" 33 H 32 B 8'-7" POST F MAX HT.= & FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I POST SPACING TABLE FREESTANDING 10, 20 & 30 pst DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: KK 8 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 10#LL 90MPH 90,100 & 110 MPH1(916)452-7021® FAX 403-1519 sales duralum.com • 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS 'EXP. B & C p p 0° Z 00 U- g � ¢ m cn 00 3" SQ. STEEL BEAMDBL.2"x6.5"x.032" DBL. 3"x8"x.042"BEAM FREESTAND ATT. TOM BEL C. BEAM OR 3"x8"BEAM {3"x8" BEAMw/INSERT PATIO COVER SYSTEM AS MFG. BY: ATT 1 FTG. (IN.) ;` r H p p m 5 MINIMUM NO. OF POST FOOTNOTE: COMMERCIAL AND S NGINEERING MAX.POST SPACING FREESTAND MIN. POST TYPE ATT. FTG. (IN.) MAX.POST SPACING MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND ATT. _ '� MAX.POST SPACING _ __ _ FREESTAND T SHEET 24 OF 29 FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN POST TYPE POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 27 4' 25'-4" 17'-4" 28 G 22 23'-103 2„ 33 G 23 1 s' 4" 16 4„ 16'-4" 28 G 20 32' 31 0 - 33 G 6' 2 2 2 2 5' 20'-3" 16'-1" 28 G 23 21 20'-8" 33 G 24 14'-8" 13'-11" 14'-8" 14'-8" 28 G 21 28'-7° 7'-9" 33 G 28 7' 2 2 2 2 28 2 6' 16-10" 15'-2" 28 G 24 19'-6" 10' 33 G 24 13'-4" 12'-8" 13'-4" 13'-4" 28 G 21 26'-2" 5,�„ 33 G e' 2 2 2 7' 14'-6" 14'-4" 28 G 25 18'-1" 17'-6" 33 G 25 12' 4" 12'-4" 12'_4„ 28 G 22 24'-2_ 3'-5" 33 G 29 s' 2 3 2 2 8' 12'-8" 13'-9" 28 G 26 16'-4" 28 G 25 11'-7"11'-0' 11'-7" 11'-7" 26 G 22 22'-81'-11 33 G �D, 2 3 2 30 2 �9' l 11'-3" 13'"3" 28 G 26 15'-15; 5 28 G 26 10'-1„ _1101 10'-1 " 10,_10- 26 G 23 21' 4% / 0�8t .' 33 G 1301 11- 3 3 2 2 31 2 10' 10'-2" 12'-9" 28 G 27 15-2" 2826 G10'-4" 10'-4'>-,. 0 10 26 G 23 20'-3" 9'-7" 33 G ,2 3 3 2 32 2 11' 9'4" 12'-4" 28 G 28 14'-5" 13'-11" 28 G 27 9'-10" 9'-4" 9'-1 o" 9'-10" 26G 24 19'-4" 18'-8" 33 G 13' 3 4 2 32 32 2 3 12' 8'-5" 12'-0" 26 G 28 13'-9" 3 4 28 G 27 9'-5" 9'-0" 9'-5" 9'-5" 26 G 24 18' 6" 17'-10' 33 G 14' 3 4 2 13' 7'-9" 11'-8" 28 H 29 12'-10" 28 H 28 9 "1 8'-8" 9'_1„ 9'-1" 28 H 24 17'-9" 17'-2" 28 H is, 3 4 2 33 3 14' 7'-3" _ 11'-5" 28 H 29 12'-9" 2 � 28 H 28 8'"g" 8'-g" 28 H 25 17'-1" 28 H �6' 4 4 2 33 3 15' g'-9" 11'-2" 28 H 30 12 1 11' 28 H 28 8'-5" 8'-0" 8'-5" 8'-5" 28 H 25 16,-6„ 16'-0" 28 H 17 4 5 2 34 34 3 3 16' 6'-4" 10'-11" 28 H 30 11'-11" 28 H 29 8'-2" 8'-2" 28 H 25 16.0„ 28 1a' 4 5 2 17' 5'-11" 10'-8" 28 H 30 11 -7 1'-2" 28 H 29 7'-11" 7 6„ 7'-11" 7'-11' 28 H 25 15' 6" 15'-0" 28 H 19' 4 5 3 18' 5'-8" 10'-6" 34 3 28 H 31 11'-3" 0'-10" 28 H 29 T_8„ 7' 4" T-8-1 T-8" 28 H 26 15'-1" 14'-7" 28 H 20' 4 5. 3 19' S,�„ 10'-4" 33 H 31 11'-0" 10'-7" 33 H 29 7,-6„ 7,_6, 33 H 26 14'-8, -'14 '-3" 33 H 35 FOOTNOTE: 20' 5'-1" 10'-2" 35 REQUIRED REDNSPACING MUST EXCEED ALLOWABLE SLAB SPACING 33 H 31 10-- 10'x' 33 4' 11" 7 4 7' 4" 33 H 26 14 T-10" 33 H OF SLAB. SIZE FREESTANDING ONLY.. C,gyA �. o (� Z Hl ~ N. 379 m W o u 3 9 m * L MAR f5 2009 FOOTNOTE: COL. TYPES COL. TYPES FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE • 1 =.024" 2 =.032" B NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR OR LESSER MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING! �- FIGURE INDICATES EXPOSURE C 2�, SEE ALTERNATE FOOTING TABLES S�. CN� ONLY�ONE SHT. 9 FOR ATTACHED &SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. '7 TOM BEL C. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: '7 COMMERCIAL AND S NGINEERING POST SPACING TABLE 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RAN HO CUCAM 951 741-2107 ANDFREESTANDING ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1(916) SHEET 24 OF 29 10 * LL 90 MPH 90.100 8 110 MPH 452.7021 FAX 4011519 saIesQdumIum.wm 30# L.L. ,110 -MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( } cr Q= 0 0 D no 9 Fr O0] 0 Z Z U — g � ¢ (o a Z mrn0 7" I -BEAM 110 MPH WIDTH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAK MAPOST POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. ST TYPE FTG (IN. MIN. POSTOsl TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. TYPE FTG (IN.) MIN. POST. TYPE FTGPOST (IN.) MIN. TYPE FTG (IN.)POST - MIN. TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 J 22 B 8'-0" 8'-4" 28 J 19 B 15'-9" 32 J 22 C�/, 5' 4'-10" 17'-4" 32 J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C� 6' 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 6'4" 28 j 21 B 12'-10" 32 J 24 C� 7' 3'-6" 14'-6" 32 J 26 F 8'-11" 28 j 24 B 6'-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 C� 6' 3'-1" 13'-9" 32 27 F 8'-4" 28 �j 24 B 5'-8" 5'-10" 26 j 22 B 11'-2" 28 j 25 E� 9. 13'-0" 32 J 27 F 7'-10" 28 j 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 28 J 26 E ICY 12'-3" 32 j 28 F 7'-5" 28 J 25 B 5'-0" 5'-3" 28 j 23 B 10'-0" 28 J 26 Ex 11' 11'-9" 28 j 28 F 7 —1 28 j 26 B 5'41 28 J 23 B 9'-6" 28 J 26 E/ 12' 11'4" 28 J 29 F 6'-9" 28 J 26 B 9'-1" 28 J 27 E 13' 10'4" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 32 K 27 E� 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 E�/ FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EX gR 1 5 7009 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES 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 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING X-4" SQ x X-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 3o st P DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED H.100 WIND = ALPINE AVE.. SACRAMENTO. 95626 SHEET 23 OF 29 REVISED BY: K.K. 8 D.P. in a i 1 11n \SPH 90.100 8 110 MPH (9161 452-7021 FAX 403.1519 sales(dduratum.cam (916 (a