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09-0093 (PAT). - , • - P.O. -BOX 1504 ^' - 78-495 CALLE TAMPICO 4 4Q LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT ti BUILDING PERMIT Application Number: 09-00000093 Owner: Property Address: 44670 SAFFRON CT PINTO, RICARDO APN: 604-252-019-39 -24208 44670 SAFFRON COURT. Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL ( Application valuation: 13021 Contractor: Applicant: Architect or Engineer: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA BERMUDA DUNES, CA 92203 (760) 863-4335 Y`1 'Vt LiC. No.: 449379 .LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed un er provisions of C apter 9 (commencing with Section 7000) of Division 3 of the Business and Profes ion Co and my nse is in full force and effect. License Cl a s: C51 I -L' a No.: '),379 Date: Contractor: NER-BUILDER DEC ATION I 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, 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 whobuildsor improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY 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 VOICE (766) 777=7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/09/09 0 WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: 1 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. 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 1ST COMP INS Policy Number WEN0003727-03 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 �Sbp'ethew kers' mpensation provisions of Section 3700 of the Labor Co all fom I v-' h e provisions. Date: Si�Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO ERAGE 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.l have read this application and state that the above information is corr ct. I agree to com with all city andcountyordinances and state laws relating to building construction, a"her y au a repr tatives of this county to. enter upon the above-mentioned prop s ection Date: T Signature (Applicant or Agent):, .Application Number 09-00000093 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 153.00 Plan Check Fee 99.45 Issue Date . . . .• Valuation . . . . 13021 Expiration Date 8/08/09 Qt•y, Unit Charge Per Extension BASE FEE 45.00 12,00 9.0000 THOU BLDG 2,001-25,000 108,00 Special Notes and - ------------------------------------- Comments PATIO COVER TOTAL OF 979 SQUARE FEET TOTAL PER IBC CODE 2006, 2006 IRC CODE, 2007 CBC CODE AND APPROVED PLANS PER B.H.' -----------------------------------------------------------------7----------- Other Fees. . . . . BLDG STDS-ADMIN (SB1473) 1:00 STRONG MOTION (SMI) - RES 1.30 Fee summary Charged Paid Credited Due Permit Fee Total 153.00 .00 .00. 153.00 Plan Check Total 99.45 .00 .00 . 99.45 Other Fee Total 2.30 .00 .00 2.30 Grand Total 254.75 .00 .00 254.75 LQPERMIT TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live; snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum Design Manual, ADM -01. The standard plans accompanying this letter must. properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(@charter.net should you require additional information. QR S 0� Sincerely, r r CO Z NO.97948 m Tom Campbell, PE EXP. 3/31/09 C Site Information -- Owner's Name TC Nf 722{ Address K City/Town��- State �,� ?u�q 3 . T Bin # City of La Quinta Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico Permit # La Quinta, CA 92253 - (760) 777-7012 F Building Permit Application and Tracking Sheet Project Address: 6 7O 5 �/V CwrZj Owner's Name: tc f ped P(/1/ D _ Address: -qL%l,%O :S A. P. Number: City, ST, Zip: Lid U /,/t,/7—,* G'/¢ . �%Z z S� Legal Description: Telephone: Contractor: L,4 U(N f6i Pf}-T Address: -1 - (3 3 C� LL (` L --o M ti -NL- DA Project Description: city, sT, iip: I N €11 o i, A- , a o 3 50 ti �f� 77 e� S �v c i u 2 Telephone: 7 (, - S 7 4' U `( 3 v iu �- lvvr b D lf17D� -q `} 3 % City Lic. #: �% q i (P S state Lic. # : Arch., Engr., Designer: Address: City, ST, Zip: .. Construction Type: Occupancy: ' Telephone: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: bZ W O L F Sq. Ft.: (77 # Stories: #Units: Name of Contact Person: � /Y}- <? - (� _ / p 43 Estimated Value of Project- � -7O , O � Telephone # of Contact Person: NOT WRITE BELOW THIS UNE APPLICANT: DO PERMIT FEES # Submittal Req'd Recd TRACKING. Item Amount Plan Check submitted Plan Sets Plan Check Deposit Reviewed, ready for corrections Structural Calcs. Plan Check Balance Called Contact Person Truss Calcs. Construction Energy Calcs. Plans picked up Mechanical Plans resubmitted lain Ian Flood p p 21' Review, ready for corrections/issue Electrical Grading plan Plumbing Called Contact Person Subcootactor List S.M.I. Plans picked up Grant Deed Grading Approval H.OA. App Plans resubmitted Developer Impact Fee 114 Review, ready for corrections/issue IN HOUSE:- A.I.P.P. Approval planning PP Called Contact Person Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees SAFFRON COURT r,A - WITH;THE 2 FOR PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 JUN 0 2 DRAWING NOTES: \ tJ< 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 AFROST 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 ASCEISEI 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). SHALU 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 1 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) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED AN 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 1605.3.2. 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 CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. DRAWN BY: K.K. 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 10. 20 a 30 psl DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 , GENERAL NOTES HORIZ. WIND = 8268 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 1 OF 29 REVISED BY' K K. 8 D P An 1nnR 17n MPH /0161 A.52_7M7 FAY An.•L151G calPcfi%�1,vnli�m rnm t a t SOLID PANEL TYPES,. k. i- w ATTACHMENT CHANNEL "LEN,.+ • _ ATTACHMENT CHANNEL LE ALUMINUM /SEEDETAIL� r AN0S7yOFSTRU * f ALUMINUM SEE DETAILS AND 7h OFSTR "^ ROOF PANEL �.4/- 7Mf pRp�F TO.r C fSRf-VAR/fS ROOF PANEL - MIN. 0.5' SLOPE PER FP. 7hf PR LL NO7g CRE. Vq SEE FORSPAN ;r .. /ON /FENclp p„ SEE SCHEDULER SPANS RO✓ECT/pry FENC`07 ��/FS - � "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25 OF SPAN < OF SPAN i _N SEE DETAIL FOR SPLICE c� SEE DETAIL FOR SPLICE J . • POST Sp OPTIONAL: CANTILEVER BEAM' m �� PO OPTIONAL: OPTIONAL: CANTILEVER BEAM ' ��XPOSTS, SIZE VARIES ' cCC SCHEDULES CC POSIT BPACINGR ° x =� SQ. POSTS. SIZE VARIES ,Cel SCHFOV fS ,t POS BPACINGR L) v /Y O f ` O. 3 1/2" -SLAB ATTACHMENT:_ ,ALTERNATE: 25°NOF SP EkC f f p MAY"SLAB BE USED WHERE NT ?5 Fgp 0 : x MAY BE USED WHERE n N ALTERNATE:' O PERMITTED. SINGLE POST AN �� + PERMITTED. SINGLE POST AN SEE SCHEDULE- SEE SCHEDULE �. K SEE SCHEDULE SEE SCHEDULE N MAX. HT.= 12' ____ S.7I�HT.= 12'� FOOTING WHERE REQUIRED • _ / SEE'SCHEDULE FOR FOOTING CUBE SIZE / �/ / j C' 1 E REQUIRED FOR FOOTING CUBE SIZE , r PATIO COVER SYSTEM AS MFG. BY:. • ' NOTE: EACH COMPONENT IS INTER- C9 _ •y F� NOTE: EACH COMPONENT IS INTER- 10, 20 b 30 Ps , DURALUM PRODUCTS, INC. ' CHANGEABLE WITH ANY OTHER C;MPONTENT SSOTHERWISE SH yyN , / Z CHANGEABLE WITH ANY OTHER ;COMPONTENT UNLESS•OTHERWISE SHOWN.( ' TYPE""AATTACHED'SINGLE'SPAN"W/CANTILEVER?= f" ATTACHED MULTISPAN W/CANTILEVER OPTION REVISED BY: K.K. & D.P.• e (916) 452-7021 FAX 403-1519 sales®dumlum.wm ' ALUMINUM _ LENGThOFST` RUCTURf ALUMINUM OOF PANEL LENGTI/OF'ST + RUCTURE ROOF -PANEL O.H VAR/ES MIN. 0.5" SLOPE PER FT. SEE SCHEDULE O.H VARIES SEE SCHEDULE FOR SPANS (IIAYNOT FOR SPANS , MAY NOT BE ENCL�SEO1 •_ B E ENCCOSED� O. S A O.H SP "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% SP OF SPAN OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE •� - POST° OPTIONAL: CANT LEVER BEAM POST SffSCh OPTI NAL: CANT LEVER B SD. POSTS, SIZE VARIES SEf SChF��LE S SEE POST 3PACINDULE FOR - SQ. POSTS. SIZE VARIES fp�C�S SE ps ST BPACINGHEDULE R 31/2"SLAB q MAY BE USED TO CONSTRAIN ALTERNATE: SINGLE POST O.h.NOTT Y5° OFSp x ff0 . AN � 31/2"SLAB MAY BE USED TO CONSTRAIN -' °` ALTERNATE: SINGLE POST O. 75h'NO x EfD OF Sp rTHI x M FOOTING, SEE' SCHEDULE- SEE SCHEDULE NOTE O SPLICE AT THIS FOOTING, SEE SCHEDULE SEE SCHEDULE - NOTE O SPLICE AS iv y, POST D AT END BAYS. POST D AT END BOYS.' • FOOTING WHERE REQUIRED ✓ + SEE SCHEDULE FOR FOOTING CUBE, SIZE • , • ° . FOOTING WHERE REQUIRED- •✓ 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 COMPONTENT UNLESS OTHERWISE SHOWN. " CHANGEABLE WITH ANY OTHER F COMPONTENT UNLESS OTHERWISE SHOWN. ' TYPE "C" FREESTANDING W/CANTILEVER OPTION' - '-TYPE "D" FREESTANDING MULTISPAN' W/CANTILEVER OPTION - DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:. JOB NO. GF07-0674 DATE: 1023120D7 COMMERCIAL AND RESIDENTIAL.STRUCTURAI ENGINEERING SOLID PANEL STRUCTURES 10, 20 b 30 Ps , DURALUM PRODUCTS, INC. ' •- SCALE: NONE + + RANCHO CUCAMONGA, CA (951) 741-2107 ' HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 2 OF 29 REVISED BY: K.K. & D.P.• 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®dumlum.wm 4 RAFTER, SEE TABLE e'er FOR SIZE / AND SPACING MAX. PROD. SEESCHEOULE MAX. O.H. .. 25% OF SPAN O' z .SEE S1CHEEII T LENGTH OF STRUCTURE VARIES EACH COMPONENT IS INTER- iEABLE WITH ANY'OTHER )NTENT UNLESS OTHERWISE SHOWN. SOPEN LATTICE -TYPE PATIO COVER SCALE: N1 YPE "E" ATTACHED SINGLI RAFTER, SEE TABLE MAX. PROD. FOR SIZE SEE SCHE U AND SPACING X59. ,1, MAX. O.H. O.H OFpq.r 0"' 25% OF SPAN _ OSrSp C4�yG G OST HEIGHT i LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES /S NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD. r/NG eL MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE GOING RAFTER, SEELE SIZE FOR SIZE AND SPACING ZS�O,S�FR/y� 25%O OF rSp G POSbT HEIGFIT <$ I SEE SCHEDULE I E,r,Sr/AG Br//T OrryC OSTINITHSIDE- m// LATES SEE DETAILENGTH OF STRUCTURE VARIES Ij�'flllkllUN 0 21008S POST WITH SIDE- , 3 12ENT °Sr Z��TESSETAIL MAYE r SpgPERCESEE. \ B ATTACHMENT MOTE: CH COMPONENT IS INTER- �ODSED WHERE ��I tJJ &kEA ABLE WITH ANY OTHER SEF Sp PERMITTED. FOOTING WHERE REQUIRED ISEESCHED. FOR FOOTIN /PS G`qTENT UNLESS OTHERWISE SHOWN. 1a�NG SEE SCHEDULE TE; THIS OPEN LATTICE -TYPE ST AFOOTING WHERE REQUIRED, � MAv�BE ENCLOSED OR ^ SEE SCHED. FOR FOOTING CUBE SIZE TICE STRUCT ^ z TYPE "F." ATTACHED MULTISPAN LATTICE STRUCTURE F- r — m No• ,37, � NOTE: THIS OPEN LATTICE -TYPE STRUCTURE • �31 MAY NOT BE ENCLOSED OR COVERED. j, MAX. PROD. NOTE: THIS OPEN LATTICE -TYPE` TUR SEE SCHEDULE MAY.LCLT. BE E `r I\ • �� RAFTER, SEE TABLE FOR S1ZE ^r AND SPACING HEIGHT 1 c p0 —POST CROSS-5ECTIU SEE POST DETAI LENGTH OF STRUCTURE VARIES LNE LOAD = SEE JOB NO. GF07-0674 DATE: 10232007 POSELTION, r'9B<gC/•yG E 10, 20 a 3D psr /'O SEF SEE POST OGT SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 � Spq HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 NOTE: EACH COMPONENT IS INTER- pos SEE rsp MAY ee SED <EG 3 12 -SLAB CHANGEABLE WITH ANY OTHER qOjN TO CONSTRAIN MAY BE USED TO CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN.rqe l� �F G FOOTING. SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- p °sr SEE FOOTING. SEE CHANGEABLE WITH ANY OTHER T�(gC,LC SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. E 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 LATTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 a 3D psr DURALUM PRODUCTS. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 3 OF 29 REVISED BY: K.K. 8 O.P. 90,100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®durelum.com I .OLID -PANEL S -P -ASN, S,FOR COMMERICAL .& PATIOS .09R. (I.S.) `.67'! :251, FAN BEAM ALL UNMARKED RAII .O6R i - 2.5" _ ' N /\---t.38" . ^ L SLUM. ALLOY s F LAT -RAN (PSF) (IN,) 90,100 8110f MPH -SPAN EXP.B EXP... .r— .018 9'-0" �� I , 10,_2„ 7—i .024 14'-9" 14'-9" .032 17'-8" 17'-8" .040 SHEET 4a OF 29 20. .020 9' 9" 9'-9" .024 10'-6" 10'-6" 032 12'-B" 12'-8" .040 14'-2" 14'-2" 30 .020 8'-0" 8'-0" .024, 8'•9" 8'-9" .032 10'-4" 10'-4" .040 j1'-8" 11,_8„ •90/100/110 MPH HEADER EXPOSURE B & C .09R. (I.S.) 67" 25" ALL UNMARKED RADII .06R 2.5" T=SFE TABLE BELOWBELOtL, e N CEILING FAN AND/ I �s _+- 5.25" OR LIGHT FIXTURE I+ 6 00" ( MAX. 30 lbs.) ALUM. ALLOY 3004-H36 OR EQUAL JJIT. ((f� ALLY 'lit°' FLAT PAID 90,100 8110 (PSF) (IN.) MPH SPAN EXP.B . EXP.0 r M .018 14.3" 14.3„ 9V0. 37948 x;I ALLOWABLE SPANS EXP. 3131109 1' 2" x 3" FAN BEAM �10. .020 15'-5" 15'-5" � C P T=.070" TY 10#' 20'-7" �. 3„ .024 17'_4„ 17* -4" 20# 15'-6" 30# 12'-9" .032 19'-5" 19'-5" EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6 .040 21'-0" 21'-0" ATTACHMENT AT HANGER CHANNEL 20 .020 11'_0„ 11'-0" FAN BEAM .EE SCHED.HANGER HANNEL .024 12,_5, 12,75, 3., FAN BEAM .032 14'-4" 14'-4" #12 S.M.S. SCREW #12 S.M:S. SCREW AT HANGER CHANNEL .040 16,_0„ 16,_0„ FAN BEAM ATTCHMENT AT HEADER FAN BEAM\ ` 3„ ).042"x3"x8" HEADER#12 x 3 1/2" S.M.S. SCREW AT HEADER DRAWN BY.: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE Lono = PATIO COVER SYSTEM AS MFG. BY: 30 .020 9'-0" 9'4" .024 10,_2„ 10,_2„ .032 11'-9" 11' 9" .040 13,_2„ 13,_2„ (916) 452.7021 FAX 401-1519 sates®duralum.com SHEET 4a OF 29 DRAWN BY.: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE Lono = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 , ' DATE: 1 012 312 0 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10 20 a so, DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO; CA 95826 • SCALE: NONE REVISED BY: K.K. 8 D.P. - RANCHO CUCAMONGA, GA (951) 741-2107 FAN BEAM HORIZ. WIND = 70, 90 8 110 MPH (916) 452.7021 FAX 401-1519 sates®duralum.com SHEET 4a OF 29 SOLID PANEL SPANS FOR COMMERICAL & PATIO 0 2 2000 90/100/110 MPH .25" T=SEE TABLE B 35" 75" 40' � - 2.46" 1 1.70" 4q" �e S V CAMA <"Z,.40'7- .25„ �� Q. G- 1.48' -1.48' 40" I .40 5 .40" .35" 0 3.00' 4.50 4.50" 4.50" 4.50" 3.00" No. 37948 ALUM. ALLOY 3004-1-136 OR EQUAL Exp. 3131109 24" TRI -'V" PAN L.L.= (PSF) PANEL'T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .018, 11'-0" 10'-0" 10'-0" 9'-0" 9'-7" 8'-8" SHEET 4 OF 29 .024 12,-10" 11,_7" 11'-7" 10,4„ 11'-0" 101_01, .032 14,_9„ 13,4„ 13,-4„ 12,_0„ 12'-10" 11'-7" .040 22'-4" 22'-4" 22'-4" 22'-4" 22'A" 22'-0" 20 .018 9, 6„ 9, 6„ 9,-0„ 9,-0„ 9,-0„ 9,-0„ .024 10,_7, 10,_7, 10'-7" 10,4„ 10,_7, 10,_0„ .032 11'-B" 11'-B" 11'-8" 11'-8" 11'4" 15,_3„ .040 17,_1„ 17,_1„ 17,_1„ 17,_1" 17,_1„ 17'-1" 30 .018 7'-9" 7,_9„ 7'-9„ 7'-9„ 7'-9„ 7,_9„ .024 9'-0' 9'-0" 9'-0" 9'-0" 91-0" 91_01, .032 10,_2„ 10,_7, 10,_2„ 10'-2" 10'-2" 12'-6" .040 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" EXPOSURE B & C Al I1M Al I f1Y ;nnA_WQF h17 Pni IAI 12" x 3 1/2" W PANEL L.L.= (PSF) PANEL'T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 15,-6„ 15,-6„ 15,-6„ 151_0„ 15'-6" 14,-6„ SHEET 4 OF 29 .024 18,_1" 18,_1" 18,-1" 17'-4" 18'-1" 16'_8" .032 20,_9„ 20,_9„ 20,_9„ 20,-4„ 20,_91. .040 22'-4" 22'-4" 22'-4" 22'-4" 22'A" 22'-0" 20 .020 11'4" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" .024 13'-0" 13'-0" 13'-0" 13'-0" 13'4" 13'-0" .032 15,-3" 15,_3" 15,_3„ 15,_3„ 15,-3" 15,_3„ .040 17,_1„ 17,_1„ 17,_1„ 17,_1" 17,_1„ 17'-1" 30 .020 9'-3" 9'-3" 9'-3" 9'-3" 9--3^ 9'_3" .024 10'-6' 10'-6' 10'-0' 10'-0' 10'-6' 10'-6' .032 12'-6" 12'-6" 12'-0" 12'-6" 12'-0" 12'-6" .040 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10272007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANELSPANS 10, 20 8 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 4 OF 29 ' REVISED BY: K.K. 6 D.P. 90, 1001 110 MPH FAX 403-1519 sales@duralumcnm PANEL FASTENERS 90/100/1'10 MPH EXPOSURE B & C .075„ -1 .750" I-- .860" I L X .S 11Z . VV r/AINCL 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. 30 912 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 �. �pFE5�� ' . t=.024" t=.032" t=.040" DATE: 10/23/2007 6" 8" r- 24„ 6" CA 6" 8" . .440" .265" 10'-2" 12'-9" �� Prj �. 13'-4" 14'-7" 24" TRI -'V" PAN 20 8'-10" f3�0 .07 ' 10'-3" L.L.= PSF 90- MPH 11'-4" 100- MPH - 110- MPFp—j 30 7,-1" 40° 8'-4" 8'-4" 9'-10" 9'-10" w No. 37948 ' A JUN s:oo° 10 #10 S.M.S. #10 S.M.S. #10 S.M.S'y- EAP. 31310 y OPTIX® PRODUCTS ACRYLIC PER 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. �, Nk R9.250 I.C.C. E.R. 5411 OR EQUAL ` 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. SKYLIGHT DETAIL 1 ; I L X .S 11Z . VV r/AINCL 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. 30 912 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" DATE: 10/23/2007 6" 8" 6" 8" 6" 81, 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" 7'-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 ,LL.= PSF 90- MPH , 100- MPH t 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. f 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. FLAT PAN W/(2)y1 S"� • DRAWN BY: K.K. ' 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 PANEL FASTENERS 10, 20 8 30 psf HORIZ. WIND - DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 . SCALE: NONE REVISED BY: K.K. 8 D.P, RANCHO CUCAMONGA, CA (951) 741-2107 90, 100 d 110 MPH (916)452-7021 FAX 403-1519 .alas®dumIu-com SHEET 5 OF 29 RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004H36 -I I 6.5, 3'0 60 6.5" OR EQUAL MAX. -7 2" f 1LI J 2.. I 1 -I *SEE NOTE BELOW ALUM. ALLOY 30041-136 -.042" OR EQUAL 024".024" ALUM. ALLOY 3004-H36 032" -� .032" OR EQUAL .042" *SEE NOTE BELOW S rn m DBL. 2 x 6 1/2" RAFTER m E3R FTER m v 2 x 6 112" RAFTER ; - 100 PH 110 MPH v `�, 100 MPH 110 MPH L.L.= "T' a 90 MPH 100 MPH 110 MPH q.042 n 9L.L.= 'T' n 90 MPH ) oEXPEXP. B EXP.0 EXP. B EXP.0 (PSF) (INJ a EXP. B EXP.C' EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 . w o16" 20'-3" 18 4" 18 4„ 16' 6" 18'_1„ 16'-0"16" 28,_ 25'-7" 22'-6" 25'-2" 21,_2„ 16" 14'x" 13'-0" 13.0„ 11 _8„ 12 _10Vl'-44" 024 024 24" 16 6„ 15'-0" 15'-0" 13.6 14'-5" 13' 1"24„ 23'- 20'-10" 18 _9„ 20' 6" 18'-2" ` J 11._8„ .10'-7'; 10'-7" 9,-6„ 1 p.-4„ 10 16" 19,_1„ 17'4" 17'4" 15'-6'. 17--l" 16" 27,_0" 24,-6„ 24,-6„ 27-0„ 24.7, 21,-4„ 101 032 03215,-6„ 14.2„ ` , 14 _2„ 12,_8„ 13' 11 24" 22'_0„ 20'_0„ 20'-0" 18'-0" 19'-8" 17'-4" 16" 26' 4" 23.10" 23,_10„ 21,_6„ 23,_0" 20'-10' 16" 15'-2" 15,_7' 15,_2„ 15'-2" 15'-2" 15 _2„ 16" 21 _0„ 21'-0" 21'-0" 21'-0" 21 _0„ 21'_0„ 042 .024 042 24" 24" 17 _2„ 17.2" 17.2„ 17 _2„ 17'-2" 17'-2" 21'x" 19 _6„ 19.6„ 17 _6„ 18 _9„ 17'-0' 20 24" 12 4" 12'11" 12'11" 12'1i" 12'x" 12'13' 20 16 20'-2" 20'-2" 20.2„ 20'-2" 20,_2 20'-2" 16" 10'-8' 10.8„ 10'-8" 10.8„ 10'-8" 10.8„ .032 „ .024 24 16'-6" 16'-6" 16'-6" 16'-6" 16'-6' 16'-6' 24" 8'-9" 8' 9" 8,-9„ B,_9„ 8._9„ 8'_9„ 16" 14 _3„ 14.3„ 14 _3„ 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" 17,_3„ 17,_3„ 024 042 20 .032 24" 11'_8„ 11 _8„ 11,_8" 11'_8„ 11' 8" 11' 8' 3p 24" 10,_7, 10'-2" 10,_7, 10,_2„ 10,_2 10'-2' 3p 24" 14.2„ 14 _2„ 14 _2 14.2„ 14.2„ 14 _2„ 16" 19,_8„ 191.8„ 19,_6, 19'-8" 19,_8„ 19-8" 032 16 16,_7, 16.7, 16,_7, 16,_7, 16,_7, 16,_7 R24" 16 _1„ 16.1„ 16.1„ 16.1„ 16.1„ 16.1 24" 13' 6" 13.6 13 6„ 13' & 13.6„ 13 _6„ 8'-10" 8'-10" 8' -to" 8'-10" 8'-10" 8'-10" * ENGINEER'S NOTE: WHERE SINGLE RAFTE6 1 h0 OUBLE RAFTERS WITH 3" MAX. SPACING . T-2" 7'-2" 7'-2" 7'_2„ 7'-2" T-2" BETWEEN MAY BE USED AT 32" o.c. OR 48�`o t9� NG 5la'.CE RAFTER SPANS ARE NOT EXCEEDED. 11 _9„ 11 _9„ 11--g.- 11 _9„ 111-91, 111-91, JUN 0 2 2008 m 30 .032- 24" 9!-711 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" Y �O. 37 948 t� 1_ r-PROJECTION 16" 13'-6„ 13'-6, 13,_6, 13,_6, 13' 6„ 13'-6"' 3/37/08 e�F1L SPAN .042 24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" n4 �\P TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) 1 O.H. 10 11 12 13 14 15 16 17 18 19 20 21 = h 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTARY TRIBUTARY= 7 7 8 8 9 9 10 10 11 11 12WIDTH12 SPAN + O.H. 6 7 M 8 8 9 9 10 1011 11 12 12 138 9 9 10 10 11 11 12 12 13 13 14 �•'•• NOTE: TIE SPANS IS 11 12 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 9 10 10 11 - 11 11 12 12 13 13 14 1 14 1 15 15 1 16 DRAWN BY: K.K TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. JOB NO. GF07-0574 DATE: 10232007 STRU RAL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 10, 20 8 30 ps1 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 , SHEET 6 OF 29 SCALE: NONE RANCHO CUCAAL CA 741-2107 90, 100 d 110 MPH (916) 452.7021 FAX 403-1519 salas@dumlum.wm - REVISED BY: K.K. b D.P. HANGER CHANNELS .AND MOUNTING BRACKETS-...*- �f - 1.50" WALL FASTENERS • - ' - .#-H36 _ SEE TABLE 300" o7B � 2.74�e - _ .06 - - .. .633" -" .25"R 010"x90" 202" r OS' , "X DIA. 910 SMS (61 PANEL • 060" CJ ,� • -�' • + - - LOCKS OR 08 SMS 4" T=. -.563" ATEA. CONTACT p O WALL FASTENERS } ° o WALL ; a Mcl) 281" _ • .200' SEE TABLE o. r - CONTINUOUS A- RAIL, - O -� � FASTENERS - � " c • � � ALUM.ALLOY � ROOF PANEL Q (WHERE OCCURS) • 6063-T6 - 3 'ALUM.ALLOY _ 'APPROVED 3^ OR 4" A ' Cs• ,06 ' 6063-T6 INSUL. ROOF PANEL No ly t.75" O ' , BB 010 SMS @ EA. CONTACT - ^ AL6o63 T6 Y o' -ROLLF,ORMED HANGER "_' EXTRUDED HANGER CHANNEL ° — - - WALL CONNECTION '.O LR: HANGER C #10 SMS T&B �.' �e�• AT 17" n r. R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET: \ _ i OJ - FASCIA BOARD EXIST. EAVES. RAFTER ° ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG, • O2 HANGER I RAIL FASTENER TO FASCIA, WALL•(STUD, MASONRY OR CONC.)' WIND AT 2x FASCIA AT WOOD STUD • • ' AT MASONRY OR ' DESIGN ' .WI SIMPSON A35 16" O.C. s CONCRETE LL=10 LL=20 LL=30 LL=10 LL=20. LL=30 •LL=10 LL=20 LL=30 ALUM. PANEL 2x 90 A BorD BorD - E E E J J K 3x ALUM. RAFTERLuo zz 100 BorC BorD BorD E E- E J J K 110 D BorD+ BorD E E E J_ J'• K � DESCRIPTION OF LAG SCREW SEE NOTE BELOW) A=3/8"GJ x 1 1/2" I@ 12" O.C. E=3/8"0 x 4" ®O.C. EACH STUD �¢uJ ` B=3/8"0 x 1 1/2" � B" O.C. t F=7/16"0 x 4" @ O.C. EACH STUD cnwa; J=1/4"0x1 1/8"@16" A.B: N 7f16"0 x 1 1/2" @ 12" O.C. C=7/1 6"0 x 1 1/2" @ 10" O.C. ; D- K=114"0x1 EXISTING EAVE CONNECTION EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK/ RAFTER SPAN' RAFTER SIZE SPACING OVERHANG 1 1/2" LL=20 LL=30 - 2" x 4" + • FULL OR 16" O.C. 1'-6" 13'_10° i73 - 2'-0" 8'-8" P1776 5'-1011 f 2 x 4 FULL 24" O.C. 1'-6" 8'-3" 5'-6" . 'A 2'-0" 4'-6" 3'-0"' N 2"x6"FULL OR 2"xB"NOTCHED ?4" O.C. 2'-0" 14'-0" .9'-6" . 2"x8" FULL. 24" D.C. CAUCK JOINTS AND SLOPE TO DRAIN r•FTER 29,_3„ 25•_0,: QF SSi ,_9,• r RA TYPICAL BRACKET AT EVERY 2x - �rn� _ e r EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK/ RAFTER SPAN' RAFTER SIZE SPACING OVERHANG 1 1/2" LL=20 LL=30 - 2" x 4" + • FULL OR 16" O.C. 1'-6" 13'_10° i73 - 2'-0" 8'-8" P1776 5'-1011 f 2 x 4 FULL 24" O.C. 1'-6" 8'-3" 5'-6" . 'A 2'-0" 4'-6" 3'-0"' N 2"x6"FULL OR 2"xB"NOTCHED ?4" O.C. 2'-0" 14'-0" .9'-6" . 2"x8" FULL. 24" D.C. CAUCK JOINTS AND SLOPE TO DRAIN r•FTER 29,_3„ 25•_0,: QF SSi ,_9,• f DRAWN BY: K.K. 10# L.L.=(2)#8 SMS.EA: SIDE • , COVER SYSTEM AS MFG. BY: 1 1/2" 2D#/30#L.L.=(2)#10 SMS EA. SIDE 'U-BRACKET..1 T� 4' 3/16" - ' �.� 10, 20 8 90 psf • DURALUM PRODUCTS, INC. 0 STEEL // COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING _ _____ 3/4" OR 1 1I2" •,� 0 0 1/4"0HOLES,TYP. , NOTE: PROVIDE WATER SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 - ATTACHMENTS 90, 100 8 110 MPH 8 0 PROTECTION, METAL FLASHING. • I 2x61/2"' + 0 O CAUCK JOINTS AND SLOPE TO DRAIN r•FTER 5" MIN. : • r RA TYPICAL BRACKET AT EVERY 2x - - 1114". e r _ _ _ _ /4" O_R " \ FOR SPAN SEE ALLOWABLE - DECK/RAFTER SPAN TABLE NOTE: AT 10, 20 & 30 L.L. MAY USE: JUN Q 122000EXI STING WOOD STUD FRAMING EAVE LENGTH A� 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE `= Q �� 4p ./l." I • 2:9 OR 2.8 LEoaea ` NEEDED TO EXIST. WALL AT WD: STUDS (16" O.C.) Z 2 -EACH 1/4"O -x.3-112" LAG SCREWS L.L-==10 p�st I; T USE: (T' 2 EACH 7/16"0 x 3.112'"L'AG'SCREW.S L.L.=20 AND 30 psf 3 1/2 -#10x1 3/4 - NO. 37948 r R) ]73)-# x3 1/2' W.S. ) j (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PERS D �r PATIO DOVER i( c .3131 THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BEd' _ `RAFTER TO. . ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11. WON ALL CONNECTIl` J NOTE: PLACE "SIKA FLEX* OR SIMILAR , RESPECTIVELY 7 MATERIAL BETWEEN BRACKET AND COMP:' I * ' SHINGLE ROOFING TO PROVIDE SEAL - NOTE:BRACKET' . + MAYBE MOUNTED ' BRACKETCONNECTIONBELOW RAFTERW/x SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. + LIVE LOAD = COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' 4' HANGER CHANNEL 10, 20 8 90 psf • DURALUM PRODUCTS, INC. • • ° - DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET ]PATIO HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 29 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 - ATTACHMENTS 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumlurticom • REVISED BY: K.K. 8 D.P. COLUMN /POST TYPES &SURFACE MOUNT ATTACHMENT DETAILS \ 3., 2' 3.00" SQ. �J 3.00"SQ. � � � .032" ato sMs 3:00" SQ. � G =3" Q.xt=.188"I .024" @24'D.C. --�1.0 O H=3"SO.xt=.250'�I EA. SIDE o „ C 075" J=4"SQ.xt=.188II 65/ O o 3,. "' K=5"SQ.xt=Li (� NP .040" ALUM. 048"STEEL { \ .032' 3.0".4.0" OR 5.0" \ 024" 28" O O PLASTIC PLUG 3" SQ. ALUM. POST 13"'SQ-ALUM. POSTS 3 ALUM ALLOY o a- 3s POST MAG POST SQUARE ALUM. ALLOY300POS WITH SIDE PLATES J O 3" SQ. ALUM. POST STEEL POST 3" SQ. STEEL POST ASTM A36 GRADE 40 ALUM. ALLOY 3004-H36i ALUM. ALLOY 6063 T6 : lei � qI 0 2 7 jgLUM. AL'COY 3.00"'OR`� 2.0" 5 �• CA�,1A�`G 6063`T5 2.40" 2 1.375° 7/16"56" 2 FLANGES OHOLE . 2 1/8' APART I�. 0 .75" 1.1 zs• 2.5" Np• 3 .31 9 75" .75" BASE FLARES 15T' TO TWDE EA. 1.60" TYP _ SIDE OF FLANGES rT T 1.5 USE FOR 3" 1- POST ONLY INSTALL WASH. PLATE 5.50" j 15,'x-5/16- x 5Y:" WHEN USING 090" TY & 2-3/8" HOLES E IN -'7.10 MPH WIND -AREA ;,/' CL 2- 5/16"0 HOLES TYP. EA. SIDE 1 -090" BRACKET FOR 3" POSTS" r ALUM "T" BRACKETS STEEL "T" BRACKET 5 T=.060" TYP. ---�. 6" 4 3 LAG SCREWS_OR\ 2 1/8" 2 1/8" �4)-1/4" LAG SCREWS \ "T BRACKET / 3 7/8" ®3"S0. POST W/ (2.5" PENE. INTO WALL ) J ,' 1, (2)-#12 SMS EA. 3^ SD. ALUM POST SIDE OF POST OR 3'; X\ c 1 2„ 114" M.B. THROUGH I f,,, r . I POST �W I -� I I �3" x 8" ALUM. RAFT. BRACKET / 3" x 8" ALUM. HEADER HEADER BRACKET ALUM. ALLOY 6063-T5 "H" BRACKET i 7� GA. PL. (.18") DRAWN BY: K.K. acc i.vry TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: F1162 11/16" 0 ROD 3/16" COLUMN/ 10. 20 & 30 ps1 DURALUM PRODUCTS, INC. 1040 STL. DATE: 10232007lCOMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING POST TYPES WIND o ALPINE AVE., SACRAMENTO, CA AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL SCALE: NONE 20 3"SQ.POST BRACKET: 90, 100 6 110 MPH 0. 100 mlu (916) 452-7021 FAx 403-1519 sales(a?duralum.c0m (916 20" z 1n'k 2 OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. TL. x 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 4" DIA. 9 GA. — ASTM A-36 HELIX3/16" 9"xifi"x7 GA. ^ STEEL PLATE NOTE: ASTM A36 SINGLE PASS WELDED AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST "RUST-0-LEUM" OR EQUAL ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. STEEL FOOTING 6 DRAWN BY: K.K. acc i.vry TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 COLUMN/ 10. 20 & 30 ps1 DURALUM PRODUCTS, INC. DATE: 10232007lCOMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING POST TYPES WIND o ALPINE AVE., SACRAMENTO, CA SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 90, 100 6 110 MPH 0. 100 mlu (916) 452-7021 FAx 403-1519 sales(a?duralum.c0m (916 SHEET 8 OF 29 REVISED BY: K.K. d D.P. COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS r ALUM.'T"BRACKET USE WITH POST TYPE B.C,D.OR E STEEL POST ONLY: STEEL-rBRACKET USE WITH i USE POST TYPE(3 -5/8"O BOLTS T" BRACKET POST TYPE B.C,D,E.F,G,H,J OR K. F. G, H. J OR K FOR POST TYPE J - 3 -SQ. POST W/ ALUM.-T"BRACKET: 3"SQ.;POST (2)-#12 SMS EA. 3 Pas? SQUSE (2018-0 HILTI i i 415" SIDE OF POST OR KWIK BOLTS OR EQUAL i (2)-1/2"0 BOLTS 15"INSERT { ' 1/4" M.B. THROUGH STEEL 1/2 DEPTH OF I i FbR ALL OTHER --:4 / POST SEE NOTES BELOW USE (2)-318'0 HILTI KWIK . FOOTING OR I I %.188" BOLTS OR EQUAL 12" MIN. EMBD. I I CONDITIONS a 5" ASTM A36 (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH:: 1 I STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS T.0 C. BRACKET TO SLAB. MINIMUM DISTANCE TO ' 1 r j 2"S .BASE AT EDGE OF SLAB = 2-112" c • . d w =o ASTM A572 STEEL DEPTH w = 3/18" SLAB SHALL BE IN , c POURED CONCRETE" -;'�• •• F1- GOOD CONDITION FOOTING SEE NOTE / w 3" SQ. POST (STL) - -� 3_1/2" MIN. SEE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE 50..18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12" BOLTS 23' & 24' CUBE (2)-12'0 3 114" 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"-3 ' CUBE (4)-5/8"0 4' 28" 35" SQ. 25" 35' - 39' CUBE (4)-3/4"0 4 314' 30" 39" SQ: 28" 32" 43" SO. 30" 40"- 42" CUBE (4)-314"0 4 3/4' 34 47 SQ. 32"NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL 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 W13 112' SLAB (1)-12"OM.B. O ' x9" LONG, 1" SQUARE FROM END SEE FIGS. OF POST SCHED. NOTES: DRAWN BY: K K. 1. DO NOT USE ALUM. "T• COLUMN BRACKET WITH 3X8 BM. PATIO COVER SYSTEM AS MFG. BY: W/INSERT, MAG. BEAM, 4" OR ' 7"I -BEAMS. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ; 10, 20 8 30 psi 2. POST TYPE E ' INSTALL WASHER PLATE, 2"X SCALE: NONE ' X 0'-5X7" AT STEEL "T" AND EMBEDMENT 913ACKET. 8269 ALPINE AVE., SACRAMENTO. CA 95826 _ (916) 452-7021 FAX 403-1519 sales®duralumcom 3. POST TYPE F DO NOT USE STEEL'T" I AI �l�ltl 0 2 2008 BRACKET W/7" I -BEAM. Llu ' cc No 37948 Exp' 3137/08 rr T C NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED n OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8"THK. 111T 91' 112" - 1 12• 15' 1 12" WELDED STEEL:BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12"SO. x 5/8-1 B. C. D, FBG 18" SQ. x 5/8' 1 B, C, D, f, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12'x12"x 5/8" PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL ( 4 3/4" EMBEDMENT DEPTH) ^ DRAWN BY: K K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOVNT 10, 20 8 30 psi 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®duralumcom - SHEET 9 OF 29 REVISED BY: K.K. B D.P. I HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" •61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. .�.I1.0OIf 2.00" SPLICE WHERE SPLICE WHERE SPLICE WHERE 1 79rr OCCURS —� OCCURS OCCURS �- 4.6' 075- z 17' 4.6" TYP. 14"R cD 73" 2.57 'Y I TYP. .048" '--Y- 2.04-L �.. 2.06" 065" _r I TYP' a.00ao• s.o 2.93" 11 -.- ASTM A653 GRADE 40 2.T' .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6' 6063-T6 E ALLOY 3004-1136 A 6063-T6 B C 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM .V CJ r CAM �� 3" 6.5' L I 3., �� ,P A� LC MAX. 2" o �Z �z ft' .042" SPLICE NO. 37W X �` I I WHERE 4" SPLICE WHERE '� �y� 3/311 —� �— 8.0" OCCURS ^070„ OCCURS B(p. •032 'I TYP. T 110" TYP. C r ALUM. ALLOY 3004-H36 ALUM. OR EQUAL 30044136 1I ALUM. ALLOY ALUM. ALLOY OR EQUAL J ��EOUAL J 6063-76 O - 6063-T6 4" I -BEAM 7" I -BEAM DBL. 2 x 6.5 BEAM J,—' '3 x 8 BEAM 3.0" � 1.25" � JJl--I I I ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS —T MAX. 3„ e 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM �.042' �042" T- 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM — 7.875" � ASTM A653 GRADE 50 I I 625" ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 II OR EQUAL O OR EQUAL O2.875" 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFo�674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20,3.", 20 8 30 Ps1 DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 10 REVISED BY: K.K. 8 D.P. 90. 100 8 110 MPH FAX 403-1519 sates®dumlumwm BEAM TO' POST CONNECTION DETAILS ' OPTIONAL DECORATIVE FASCIA (WOOD. ALUM. OR HAROBORD) • - 3" x 8" X 042" BEAM, 3" SQ. 'STEEL OR : '; . 2t -#I0 S:M:S?EA: SIDE-(4)TOT. • ' + MAG BEAM:• n, 2 :" - r *. r i _ #10 S7M.S1TOP-& B_OTT. (2)=TOT. 2412 x 12" S.M.S. EACH SIDE OF 3" .x - '1 #10 x 112° S.M.S. TOP' • S0. POST (4 -TOTAL)' • „ 8 BOTT: 1 1!4" ` c ALTERNATE: 1/4"0 BOLT W/ WASHER _ • °' EA. SIDE OF 3" SO. POST 1 aT - ROOF NEL' 4" 61l - . SDI — s + ROLLFOR ED OR a a + 1.10` ; * EXTRUDED GUTTER ALUM. BRACKET X .75 j o ' FASCIA ♦' ' •so (4)-#14 SDS @ EA. SIDE - L —+ ♦ TOP 8 BOTT. TOT.=16 #10 s.M.s. @t2"o.c.. " 3" SO. POST , * e . 2.35. • .r 2. 1' • 6\1/2"X2"x 0" + + b24--RA'FTER ♦ . 2410 x 12" S.M.S. EACH SIDE OF 3" �`--• ` , SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT W1 WnSHER - RAFTER—TO GUTTER EA. SIDE OF 3" SO. POST + - - ' 3" X 3" ALUM. OR : - ' •r STEEL POST 7.00" TSO. POST - • • ~ "� �� ♦y y` •, 1 [} I •'' 3:1.25" FOR 3 x RAFTER' - OR .240• - - ,2.125" FOR 2•x RAFTER + ' H - BRACKET TO POST--� GUTTER FASCIA - 'a 4 ' MAG BEAM T so. POST r •O. ♦ �� r 3"SQ. STL. BEAM 1 3 + ALUM. ALLOY 3003-H24LALU�OY 3003-H24 ^ 50 . t =.040" 6063-T6 1 `5c " 1' 112 ,+ - t =.040" 3004-H36 ALUM: 28" 7 3" 2N 21101 8, r (4) - #8 x`3/4" TEK SCREWS' t - + BRACKET TO RAFTER t' 2"x3" LATTICE TUBE. 1-1 2! -SQ' P2 }1/2" MIN.. - V"_LA iFES -BE O ffii p� v� r� np t/ #8 x 2 "SMS. 2 1/2" • �� (. C � ��IY Uw2 2QIJ0 O / ' OR 31/2, TYP. \ f0 \,. " 1 I\ 1 1/2" OR 2" SQ: OR 2"x3" LATTICE N @ 3"O.C. MIN. UP TO 7"O.C. MAX. 7 {� - ------` NIO..11�l.w .I ;� O 2.750„ a F —RAFTER r 1 , L Exp.3i3, I #8 x 3/4" TEK SCREWS y LATTICE TUBE.TO RAFTER 'r °� •BRACKET TO BEAM, U"'BRACKET - RAFTER T_O_BEAM_ 18 17O _ 'DRAWN BYi K.I , TOM CAMPBELL & ASSOCIATES, INC. BEAM TO POST LIE LOAD= PATIO COVER SYSTEM AS MFG. BY: - OURALUM PRODUCTS. INC. JOB NO. GF07-0674 - DATE: 10232007 ., COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT 10. 20 a 30 Ps( WIND = H. 8269 ALPINE AVE., SACRAMENTO, CA 95B2fi' • - - -' SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 1 90. 100 8 110 MPH 100 (916) 452-7021 FAX 403-1519, Sales®duraium.com SHEET 12 OF 29 REVISED BY: K.K. 8 D.P. r I+ SIMPLE SPLICE 9" — SPLICE DETAILS 11 BEAM TO POST DETAILS 12 FULL MOMENT (2VALLEY, TY�� I #10SMS 11 #12 S' M_ p I6 TOT. nP THICKNESS= .035 (24 TOT TYP. THICKNEISS = .035" 6.38" 11' II + II + + ++ + + 11 + + ++ II II ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1136 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 NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE TO POST W/(2)-1/2"0 AN 0 i n MR C -BEAM THRU-BOLTS 3' TOTAL= (8)-1/2"0 BOLTS lJ (J o SPLICE WHERE 4" OCCURS .070" TYP. ALUM. ALLOY 6063-T6 4" I BEAM Q� I ESJ/(�� SO. POST Lr�O P 1. clq1 BEAM TO POST CONN. G) C~ O. 37948 r rrI E p. 3/31/09 4 CIV 012 METAL BACKED, NEOPRENE WASHERED 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 WH Occu ALUM. ALLOY 6063-T6 7" I -REAM TEK SCREWS @ 8"O.C. (. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR(4)-1/4"0 M.B. BEAM .,Tl 7"x4" ALUM. "I" SM. TO BRACKET 2:3/8-0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ' ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. 1.00" o. � 0 0 2.00" DATE: 1023/2007 0 0 [SPLIC-EDETAILS 10, 1830D HORIL WIND = Q� I ESJ/(�� SO. POST Lr�O P 1. clq1 BEAM TO POST CONN. G) C~ O. 37948 r rrI E p. 3/31/09 4 CIV 012 METAL BACKED, NEOPRENE WASHERED 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 WH Occu ALUM. ALLOY 6063-T6 7" I -REAM TEK SCREWS @ 8"O.C. (. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR(4)-1/4"0 M.B. BEAM .,Tl 7"x4" ALUM. "I" SM. TO BRACKET 2:3/8-0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ' ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DURAL PRODUCTS, INC. JOB NO. GF07.0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING [SPLIC-EDETAILS 10, 1830D HORIL WIND = ALPINE AVE.. SACRAMENTO. CA 95826 IN SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2101 90, 100 d 110 MPH (gi6B269 (916) 452-7021 FAX 403-1519 sales®duralumcom SHEET 11 OF 29 REVISED BY: K.K. d D.P. .' ALTERNATE: 2 910 S.M.S. EACH RAFTER -EXIST. " .� TO COLUMN CONNECTION (4 -TOTAL)' , 1" STUCCO OR EQUAL V h ' 1 2.5" PENE.INTO WOOD FRAMING ALTERNATE: ' (2)-'2x6.5" OR (2)-3"x8" HEADER ALTERNATE: . . " _ * •. l * 14 T t 3"xTW.024" (1) - 1/2" BOLT OR F CONNECTOR (2)-#10 S.M.S. EACH RAFTER. b EXIST.. STUCCO / LEDGER ATTACHMENT DETAIL " STUB COLUMN TO DOUBLE HEADER CONN 20 .. ' f 4 a 1S t i DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. • DOUBLE -RAFTER, CONNECTION DETAILS LATTICE BEAM TO ROST.XON.NECTION' �, z +/BEAMYSPLICE TO t -. 1 1/2" OR 2"LATTICE #8 S.M.S. 1/ 5Y�LASTIC , OCCUR DIRECTLY OVER �. - ' LATTICE CONNECTIONS I POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" DOUBLE RAFTER- .BOLT CONNECTION PLAN 2 2 -POST UNITS 6 -SCREWS I. @ SCREW IS INSIDE r ALTERNATE : �'. ;PER SIDE I #14 SMS MAY • 4 #14 S.M.S. EACH - (916) 452-7021 FAX 403-1519 sales(djduralumwm BE USE AS • RAFTER TO COL. -- CONNECT. (8 -TOT.) I 3.5'•' 3.5"• ALTERNATE TO - - 1/4"0 BOLTS r 3.5" . • 3:5" , h - _ 8" BEAM ' 6-#14 SMS EA.SIDE WG I I' : 6 1/2" SIDEPLATEEA.3"x 3"STL.POST (24"ALTERNATE : #1- SMS -EA. SIDE. I j SIDE SEE POST SCHED.INSERTATTACHED ' (2)-zx6.s^ OR +' TOPMID, HEIGHT3"x 3"STL.POST CO(2)-3"x8"HEADERAND FREESTANDIN BOTTOM:FOR 3 SQ. POSTiBE-TWEEN SIDE-PLATES (2)-v2"BOLT ^ BEAM.TOiPOST CONNECTION2x6.5" SIDEPLATE — ' - POST'SCHEDULE�' 21. =. DBL. RAFTER /.DBL. HEADER CONN. 19 �3"'SQ z 024+_(2)-2" x 6 112 z .024' 3" SQ. x .024" + 2)-2° x 6 1/2" x .032" W/ (6)-#14 S.M S..EACH SIDE W/ (6)=#14 S.M.S. EACH SIDE. • y - �EON CONC:'SLAB'ONLY%. USE ON:CONC. SLAB OR FOOTING. • _ - EXIST. ,. f ; SHEATHING' 1 . J JUN 0 2 2000 , r #8 S.M.S. EACH SIDE - ,. , LATTICE 1 1/2" OR 2" , . 3 �OQkOF�SJ!(� y ?; 2"x6" LEDGER (EXIST.) / ' . s �A (r2 Y7• ` w r 3/8" LAG SCREW O� 2"x6.5" OR Yx8",RAFTER �O. 3T�48 r ALTERNATE: 1!2" BOLT :r RI EXP. 3/31. .' ALTERNATE: 2 910 S.M.S. EACH RAFTER -EXIST. " .� TO COLUMN CONNECTION (4 -TOTAL)' , 1" STUCCO OR EQUAL V h ' 1 2.5" PENE.INTO WOOD FRAMING ALTERNATE: ' (2)-'2x6.5" OR (2)-3"x8" HEADER ALTERNATE: . . " _ * •. l * 14 T t 3"xTW.024" (1) - 1/2" BOLT OR F CONNECTOR (2)-#10 S.M.S. EACH RAFTER. b EXIST.. STUCCO / LEDGER ATTACHMENT DETAIL " STUB COLUMN TO DOUBLE HEADER CONN 20 .. ' f 4 a 1S t i 0 1, DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. • LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • ' DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING , ' LATTICE CONNECTIONS 10, 20 8 30 D HORIZ. WIND = DURALUM'PRODUCRA INC. A , 8269 ALPINE AVE.. SACRAMENTO, CA 95626 ^ SCALE: NONE RANCHO CUCAMONGA, CA (957) 741-2107 , 90. 100 6 110 MPH (916) 452-7021 FAX 403-1519 sales(djduralumwm SHEET 13 OF 29 • REVISED BY: K.K. 8 O.P. - 0 1, } DRAWN BY: K.K 6.5" ROLLFORM 411 I -BEAM LIVE LOAD - 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM Q = p 10.20&30 ps1 �PATIO URALUM PRODUCTS. INC. FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.COL. ASIAB MAX.POST SPACING SPACING SPACING SPACING SPACING IOST FTG. FTG. POST �G' POST �C, POST FTG. ONO3 F7r,, P FTG' POST F7G. POST �G' (IN.) POIST FTG, (IN.) POST (IN.) POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN) POST TYPE (IN.) TYPE (IN) TYPE (IN.) TYPE TYPE TYPE TYPE 4' 17'-0" 14'-6" 28 F 22 B 19' 8' 33 G 24 B 15'-2" 28 F 22 B 14'4" 28 F 22 B 15'-2" 28 F 22 B 10 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 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B -7" 7' 9'-8" 11'-0" 26 G 24 B 15 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B a, 5„ 8' 8'-6" 10'-3" 26 G 24 B 1a' s" 28 G 27 B 10'-8"26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 13'-6" 9' T-7" 9'-8" 26 G 25 B 13'-i'2 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 9 10' 6'-9" 9'-2" 26 G 25 B 12'-12,-1„ 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6-2" 8'-9" 26 G 26 B 12'-1'1 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 6 12' 5'-8„ 11 9„ 26 G29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B 11'-0" 13' 5'-2" 11'-3" 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'�" 28 H 28 B 10'-0" 28 H 29 B -,-'l 0'-3" 15' 4'-6" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B -10" 16' 4'-3„ 101, 2" 28 H 31 B 7'-10" 28 H 29 B 9'-6"- 28 H 30 B 17' 4'-0" 28 H 31 B 7'-7"28 H 29 B . 9'-4" 28 H 31 B 9. 3„ 18' 3'-9"y, 7„ 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 9'-0" 19' 3'-7" 9'-2 33 H 31 B 7'-2" 33 H 29 U 9t0" 33 H 32 B s'-10" 20' 3'-4" 9 08 33 H 32 B 7'-0" 33 H 3� (rM v�3 H 32 B 7„ P POST F MAX HT.= 8' FREESTANDING ONLY JUN U2 7008 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —J;�— FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 0.378 rr- m '`P• 3/3�/Og __0. n,X, DRAWN BY: K.K TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD - COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 101232007 COMMERCIALANDRESIDE NTIAL STRUCTURAL ENGINEERI NG POSTSPACINDING FREESTANDING 10.20&30 ps1 �PATIO URALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED MO. N4N0 = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 14 OF 29 REVISED BY: K.K. a D.P. 10 q L.L. 90 MPH 90.100 d 110 MPH 916 452-7021 FAX 403-1519 sales dumlum.wm ( 1 � SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ' SHI.V t -UK A I I MUMmu hJn�. 10# L.L. 90 MPH FREESTANDING &.ATTACHED SOLID PATIOS 12' OR LESS EXP. B'& C PATIO CO R SYSTEM AS MFG. BY: . RDDUCT$, INC... jpe No. GF07 0674 ' 7" I -BEAM DBL-.•3"x8"x.042"BEAM DBL.2"x6.5"X.032_BEAAM ' AOR 3"x8' BEAM' 311x8" BEAMw/INSERT ! , f COMMERCIALAND RESIDENTIAL STRUCTURAL'ENGINEERING * FREESTANDING95826. .r F SHEET 15 OF 29 SCALE: NONE • RANCHO CUCAMONGA. CA (951) 741.2107 AND ATTACHED 90, 100 8 110 MPH uratum �(916)452-7021 FAX 403-1519 salasL6lduralum.wm ` REVISED BY: K.K. 8 D.P. 90 MPH MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED "• MAX.POST ;MAX:POST FREESTAND ATTACHED MAX•POST FREESTAND ATTACHED m o p o U z U- SPACING SPACING • SPACING FOR DBL'. SPACING FOR 3" x 8" SPACING I- FTG. MIN. �G MIN. FTG. MIN. POST FTG MIN. POST FTG. MIN. POST FTG ' MIN POST FTG. MIN. POST FTG ' MIN. POST (-- p • (IN.) POST NPE (IN.') POST TYPE (IN•) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM IN (,) TYPE IN ( ) TYPE IN ( ) TYPE IN ( ) TYPE 4' 17'-0" 32'-5" 33 G 28 B, 20, 1,, "33 G 24 . B 13, 7„ 1a'=z'` 28 F 22 B 26'-1 33 G' 27 B 4' „ 9 -2" 3'-0" 13'-6" 25'-10" 29'-a„ 33 G 30 B /E 1r_1 ,. 28 G 25 B 12'-i° 12'-8" .28 F 22 .B "11�,1r„ 33. G 28 B 5, 5' 13'-7' 28,x,. 17, 2„ 11, 8" 12'-2" 27'-1'/ 33 G ,31 B 1s-4'-�„ 28 G 26 B 11-j011-�/7 �26 ,F 23 B / 1. g 33 G297.g,8„ 5-1 33 G 31 B/E 1s'-14, 28 G 27 B 10'-9,-10 10'-90-3 26 G 24 B 29 B T 3'-11"23' s" 5"33G 8-6".. 5" G 32 B� 1a'_1„3 28 -G 27 B s' -s” 10.o„,.26,24 G. B 1s' D„-2 33 G 30 e �E g 8• t: .. 1 22'-4„ 33 E -s 9,_2„ 9, 7„ p 1 9' 7'-7'. 22. 1„ 33 G 33 E �F 13'_4" 28 G 28 B 9'-1" 9'-5': ' -"' 26 G 25 B 17'-17,_2„ 28 G 31 B/E g' tT , 1._2., 2. 9.. 8. 8„ 9 _1" 10' 6'-9�_ jo„� 2670 �33 G 33 E/ 12'-s” 28 -G 28 B 8, 9,-0" 26 G 25 B 17. 0„ 28 ~ G. 31 B/E 10' 11 F 20,_0„ 33 G 34 E 1 - 1 ' 28 G 29 g ;8, 2„ 8. 7,. 26 G 26 B 15'-3" 28 G 32 B/ E f+11r, 6'-2 � - a 1 , 1., 11'-6" ! 7'-101. 8'-2'= 15'-6" 121 5'-81 19'-? 33 G 34 E � 11'_7" s26 �. G 29 �'7'-10" 8'-2" 26 �:G. .I 26 B 15'-6" 28 G, 32� �BjE� .F 8'-3" 1' `1 K rB 7'-s.. 7, 10,. '� 14'-10' 13' 5'-2" 1s'd,.,� 33 H . 35 E� 10�-8;'8 H� .,'gB 7'-s"7 7' 10" ,f X28Fiff2fi B 14 1 „ �28 t, �H� i 338�� f •■ E X13' ' 7,' 7" 2 �_ 7' 6" i k14't3'. 14' 4'-10'. 17'-9"'. 28 H 35 E� .w ' 28 �*{t 130 B 7'-3° � ,3, , 28 { ; 27 .B 1 k 4 , - 28 ' �H � 33. B/ E15 .. F 61°T "'l 3"'9"'/1 • 17,2,.►E10'-4 ` 28 H36 _ � 28 , H 30 B� �7'=0/ ,. T_4... -28H 27 �B .M3 -1�... ,13, 3„ 28 H 33 e�4'-6" E16' L16 16,7., 28 H 36 F 1a' -o28 HB 3 M �' s r 7 1 2 `� H 27 B �3 r 10' 28 ' H 34 e �E 4'-3" �? g _7, F s s' -s" 17' 4'-0., , s'-115'-4" 28 tiH 36 F 9 -s 2g H^�, 31' �/ • B.r '16'-7" 6--10° - 4 28 H 27 yB 13'-0' 12'-5" 28 H 34. B/ . E 171 .. �° 3" 6' 4" ,6'-7" 18' 15'-a"' 28 H 37 F 9-5' 28- .fi X31 B 6�5"� �a'� 6 4 28' H. 28 B 12'-s'2 2 28 H . 34 g�E 18' 19' 3'-9" 33 H * 3% 9'-0" s'_2" 33 • H 31 B 16'' 2:f �6 - ��-6 "-. . ,: .' 33 , H 28 B 12 1'_9„ 33 H 35 g�E 19, .." 3'-7" 14. 6„ �F 8'-9" i, a 6 -2" .. 20' „ 1a'-14.2„ 33 H 37 F� 9' D„ 33" s� �H 32 B I5'-11 6'-1'Ir � 6.-4„ 33 H 28 - ' -. I 33 H 35 B/ E 20' 3' 4" , 8.7., b'-10" s'-1" POST F MAX HT.= 8' FREESTANDING ONLY ~ 02 7008 ± FOOTNOTE: "SAMPLE" z No. 37948 r rJUN NOTE: FOOTING SHOWN REPRESENTS LENGTH OF - Exp. 3/31/og x EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE -Cr WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ' SHI.V t -UK A I I MUMmu hJn�. as �v..,,.��.+,•-• DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLING TABLE LIVE LOAD = PATIO CO R SYSTEM AS MFG. BY: . RDDUCT$, INC... jpe No. GF07 0674 ' POST SPACING 10, 20 & 30 psl • DURALUM ! , DATE: 10123@007 COMMERCIALAND RESIDENTIAL STRUCTURAL'ENGINEERING * FREESTANDING95826. HORIZ WIND = ALPINE AVE., SACRAMENTO, CA SHEET 15 OF 29 SCALE: NONE • RANCHO CUCAMONGA. CA (951) 741.2107 AND ATTACHED 90, 100 8 110 MPH uratum �(916)452-7021 FAX 403-1519 salasL6lduralum.wm ` REVISED BY: K.K. 8 D.P. 90 MPH NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL &ASSOCIATES. INC. SOLID 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM DATE: 10/232007 3" SQ. STEEL BEAM POST SPACING TABLE FREESTANDING 70, 20 8 30 psl DURALUM PRODUCTS, INC. FREESTAND ATTACHED SCALE: NONE FREESTAND ATTACHED FREESTAND MAX.POST ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 0 p MAX.COL. SPACING MAX.POST SPACING MAX.POST SPACING PAIN. SPACING FTG. MIN SPACING SPACING MIN. MIN FTG MIN. FTGMIN FTG ' MIN. FTG. MIN. PTY°PE FTG MIN. POST F ON SLAB FTG MIN. POST FTG POST FTG. POST FTG POST POST (IN.) TYPE (IN.) POSTPOST TYPE (IN.)- TYPE (IN.) IN POST TYPE (IN,) (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 13'-11" 30 G 22 B 18-1 35 G 24 B 15'-2" 28 G 22 B 14'-0" 30 G 22 B 15'-2" 30 G 22 B 7'-2" B 17'-1" G 25 13-6� �� B 28 G 23 B 13'-12,_1„ 30 G 23 B 14'-1"1 30 G 23 B 5' 13'-7" 12'-5" 30 G 23 15'-4' 30 11'-4" 23 B 15'- 7 30 G 26 B 12'-4" 28 G 24 B 12'-3�,�„ 30 G 24 B 13'-32' 30 G 24 B 6'27 11'-4" G 14'-0" 27 G 24 B 1 a 5 30 G 27 B 11'-5" 26 G 24 B 11,_8„ 27 G 25 B 30 G 25 B 7' 9'-8" 10'-6" 13, 0„ 10,_7, 11, 9, 8' 8'-6" 9'-1027 G 24 B 13' s" 30 G 27 g 10'-8" 26 G 25 B 27 G 25 B 12'-a" 11'-2' 27 G 26 B 12' 2" 9'-11" 9' 7'-7" 9'-3" 27 G 25 B 12'-9' 30 G 28 B 10'-1" 26 G 25 B 10'-5" 27 G 26 B 11'-7" 27 G 27 B 11,_5„ 9,�„ 10, 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 27 H 26 B 11'_6" 27 H 29 9'-2" 26 H B 26 B 9'-5" 27 H 27 B 10'-1 27 H 28 B 6'-2" 8'-4" 10'-4" 8'-5" 10.1' 12' 5'-8" 27 H 29 g 9, o„ 27 H 27 B 1 °,�„ 27 H 28 B 13' 6-2" 10'-79 30 H 30 B l) 1Q(1 8 8 30 H 28 B 10'- 9, 30 H 29 B s I N 7.9" 6„ 14' 4'-10.. 10' 3" 30 H 30 t. M.o B �:� 8,�„ 30 H 28 B 10'-0" 30 H 29 B �8 P 15' 9'-1g>-- 30 H 30 _ B 8-1 , 30 H 28 g 9' 99, 30 H 30 B 4'-6" 8'_10" , 3„ 1„ 16' 4'-3" s' -s" 30 H 7'-10" 30 H 29 g 9, 6„ 30 H 30 B 8,_7„ . 3/3 i09 _ - 17 9'-3" 30 H 31 B 7 -7 30 H 29 B 9'-a" 30 H 31 B 18' 3'-9" 30 H 31 B 7,4„ 30 H 29 B 9'-2"8 30 H 31 B 8'_0" 6'-7„ 6„ 19 8'-10 35 H 31 B , 2„ 7'-2>-'- 35 H 29 g 9,_0„ 35 H 32 B 3'_7 -10" 6.5" 8,�„ 20' 8`� 35 H 32 B T� 33 H 30 B 8'-10" 35 H 32 B NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES. INC. SOLID LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: ,JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 70, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 AND ATTACHED HORIZ WIND = B2fi9 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 16 OF 29 REVISED BY: K.K. 6 D.P. 10 A L.L. 100 MPH 90,100 d 110 MPH 916 452-7021 FAX 403-1519 sales aumlum.mm ( 1 f 11 10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C_ — 12'-4" . 'G — 28 1 >4' 5 - 1 - 3-:11 BEAM G DBL. Yx8N.042"BEAM- 91-10 4, 9'-4" 9* -1 -"i9'-10" 26 DBL.2"x6.5" 5r'OR X. 032" 3"x8"BE)!kM_j BEAM. AND ATTACHED 3"x8" BEAMw/INSERT. 32 32 ( / 1 �,I! ,�3 L4 MINIMUM NO. OF POST FOOTNOTE: - < co 0 171 4'- 'o -i �14 .3" SQ. STEEL J 'c Z:5 Q.Z 2TO 25 '4' 20�D MAKPOST G SPACING A T-4" 16'-1 'l, FREESTAND ATT. MAX.POST SPACING 23'-1 0-�" 3 21'-4' �20-- FREESTAND 12'-0" ATT. MAX.f IOST SPACING FOR DBL. ) 2" x 6.5x.032" - (,,, 1 6-7 8",81 -MAX.POS T3jjFREESTA00 (SPACING FOR3 "x8" 16'-4>_�' , _,-' 16-4 14'- 13• 3 28 AT T. MAX.POST SPACING 32'-0" � 31 �-0- FREESTAND — -A W- '5" ATT. POSTTYPE 1 POST -TYPE 2 FTG. IMIN IN.) 28 28 - POST TYPE G G FTG (IN.) 22 23 FTG. TT- (IN.) 33 33-l' MIN' M E TYPE G G FTG. (IN.), 23 24 �FTG. 28 "28 POST TYPE G G FTG. (IN.) 20 ?1. FTG. IN. 33 33 MIN. POST TYPE G G FTG. (IN.) -27 28 EXP.B EXP.0 EXP.B EXP.0 6' f7 2 2 2 2 7' 2. 2 2 .2 .8 -2 2 2 2 6' 10" '1672" 2 8 G 24 1_-1 8'-1 0 33 G 24 13'-4" 3'4>� -,13'-4" 2 8 1 G 21 26'-2" 254 33 G .28 7' .16'- 14'-6" 1 .14'-4" 281-4' G 25 18,_1„33 17-6 G 25 12-4" 12'4> --- -4" A 2' 28 G 22 24'-2;--' 33 -G 29 9. 2 3 2. 2 9' 12- 8" ll' -3"' 13'-9" 28 G G 26 26 '16'-410' 15'-11 6-5" 28 28 G G 25 26 i v-0 01g>� 10. _1J. 26. 26 G G 22 23 22' -11 21!4>� 33. 33 G tG 30 30 10. 2 3 2 2' 11- 3 3/7 2/) 2)4 '�2) 10' 10'-2" 12'-9" 28 G 27 15' 2" 14 -8" .28 G 21� 10.4%,", 0 l 0'4>� ,,� 0'-4" 26' - G 23 20'-3��, 33 Gt, 31 112' --r)- L3, ' 4,- 7J)2#,,,C f 11 - 9-4- — 12'-4" . 'G — 28 1 >4' 5 - 1 - 3-:11 - 28 G 27 91-10 4, 9'-4" 9* -1 -"i9'-10" 26 — G 24 19' AND ATTACHED HORI; Z. WIND 90.100 MPH 32 32 ( / 1 �,I! ,�3 L4 2 2 14''T 'o -i �14 4' 2 2 12'-9" 12- 8'-5" 12'-0" 26 G' ia,., 28 . 13• 3 28 G. 27 -' >,�� g, 0„ -A W- '5" )6 G �j 7.;Jo 40' *G 32 15' 4 2,( 3, 114, 7_9" '11'-8" I 28 -U �/ 29 13'_3�-' '28 28 1 15' 28 H- -.241 1 � 7*,28> 30 H f DRAWN BY: K.K. TOM CAMPBELL &ASSO ATES.INC. - 17. L LATTICE LIVE LOAD ATIO,COVER SYSTEM AS MFG. BY: JOB'NO. GF07-0674 Ot2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING PA NG TABLE10, SPACING IT AC 1 . '.. :I. � }9'-1 -.1% I I ( A !,-1('-2 . 1 AND ATTACHED HORI; Z. WIND 90.100 MPH 33 SHEET 24 OF 29 1�1 6 //4 REVISED BY: K.K.Cp L4 2 3. 14''T . 7'-3" -28 H 29 12'-9" 28 H 28 8'-9" 28 H 2- X25 /171" /1 7 28 H -Y 2'-4" 8--g" lif �/ I I 15' 11'-2" 28, H 30 12'-4- 28 H, 28 8'-5" r�4 28 H,, 16'- 28. 1H 33 17' **A jf5�-_ 6"T V-1 1, - _,-8'-0" -5" -.11 16'-0' 16' 6-4" I lo, -ll,, 28 H 1 3 0 28 H �9, 8'-2" !:3� 8' 2" i A1_9 . 281 H�"' 25 16'-0! ,- " p '/67 � �5 k H /j 18, 4- 5 2 3 --1 V-13" � — , 17' S'-19" 10'-81, 28 H 30 1 1'-T 28 H 29 T-1 I;>-- — IT -11.,T-11' 1-i T-111 .28 7 j25. f I b"�b - �1,5_ro H 34 19, 4 . 5'. 3 3 , T-6" H 18' 5'-8" 10'-6,, 28 H '31H 2 8 2 9 7'-8:,-' T-4" T-8" 8.. � ��7, 21 4'-7" 28 H 34, 20' , 4 5" 3 3 19' 101-4" 33 H 31 ".1'0'-10" 011 "_1 33 H 29 1 T-15" 7%-,6' 33 H. -.26 -_ 14'-8' 4'-3'. 33 1H 35f , FOOTNOTE: 5-4". OW" _,"T-2" I -H 26 33 H-ol, 5 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED 33-FiT 371 10'- 33] H. 4(q�)F !9� 7' 4"" 33 20' 5'- 1 10'-2', ,-f3'-1 0 ALLOWABLE SLAB SPACING I Ul OR LESSER MUST BE USED 0 .024" SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING; NOTE: _9 .032" FOOTING SHOWN REPRESENTS LENGTH OF NO. 37 EACH SIDE OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS, CUBED FOOTING SIZE EXP. 3/3 Z. FOOTNOTE: "SAMPLE" 'o !,!1GU_RE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.---------- FIGURE INDICATES EXPOSURE B _INDICATES EXPOSURE C I SEE ALTERNATE FOOTING TABLES �nD A=AnWPn k IZWT WA F:r)P FRrF1,TAmniNr. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. f DRAWN BY: K.K. TOM CAMPBELL &ASSO ATES.INC. - 17. L LATTICE LIVE LOAD ATIO,COVER SYSTEM AS MFG. BY: JOB'NO. GF07-0674 Ot2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING PA NG TABLE10, SPACING IT AC 1 . '.. :I. � JPUR' ALUM PRODUCTS, INC.DATE: I 5 : NONE SCALE: RANCHO CUCAMONGA. CA (9511741-2107 AND ATTACHED HORI; Z. WIND 90.100 MPH CA 95826 ALPINE AVE.. SACRAMENTO m 1 452-7021 FAX403-`I5I9'5.ie ,@dumIumm SHEET 24 OF 29 REVISED BY: K.K.Cp 10 # L.1 q n MPH - - -1 f CM 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C F �0 mQ'4 O Z_ m -g 00 7" I -BEAM _ WIDTH DBL. Yx8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING Yx8" BEAMWINSERT MAX.POST SPACING FREESTAND t ATTACHED MAX.POSTSPACING SPACING FREESTAND ATTACHED MAX.POST SPACING.2cn 4'-0" SQ x MAX.POST FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN POST TYPE FTC''POST (IN.) MIN. TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. IMPOI§T (IN.) NMIN. TYPE FTG. (IN.) POSI TYPE 4' 64" 19'-5" 37' J 24 F 11'-9" 32 J 22 B 8'4" 8'-4" 28 J 19 B 15'-9" 32 J 22 Cx s' 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'-9" 28 J 21 B 12'710" 32 J 24 C� r 3'-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'4" 6'-3" 26 J 21 B 11'-11" 28 J 25 C� 6' T-1" 13'-9" 32 J 27 F 8'4" 28 J 24 B 5'-8" 5'-10" 26 J 22 B 11'-2" 28 J 25 E� 32 J 27 F 7'-10" 28 J 25 B 5'4" 5'-6" 28J 22 B 10'-6" 28 J 26 E 10' 12'-3" 32 J 28 F T-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 J 26 E� . 11' 11'-9" 28 J 28 F T-1" 28 J 26 B 5'-0" 28 J 23 B 9'-6" 28 J 26 E/ 12 11'4" 28 J 29 F 6-9" 28 J Z6 B 9'-1" 28 J 27 E� 13, 10'-9" 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 1 JUN () 7nn9 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C��U�t„(UN U o C,\. cAMA�Fyc/ ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.. �1 _n z r m, . 3131 09 NOTE: / FOOTING SHOWN REPRESENTS LENGTH OF r 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 3'-4" SQ x 3'-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: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: J08 NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10. 20 8 30 pst DURALUM PRODUCTS, INC. i(giBI452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 AND ATTACHED HORIZ. WIND - 90.100 x 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 FAX 403-1519 salesadumiurrLwm SHEET 23 OF 29 REVISED BY: K.K. & D.P. vn n i i ++n uow