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08-1195 (PAT)P.O. IiOX 1504 78-495 `CALLE .TAMPICO LA QUINTA, CALIFORNIA 92253 T4ht 4 44ur«rw Application Number: 0.8-00 01795 Property Address: (-8]'2"07 SANTA ROSA CT APN: 764-270-999-28 -300234- Application description: PATIO COVER - RESIDENTIAL, Property Zoning:. 'MEDIUM HIGH DENSITY RES Application valuation: 3405 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: ANGELA BORZACHILLO 81207 SANTA ROSA CT LA QUINTA, CA 92253 (760)224-0786 Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92248 (760)772-0013 Lic. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/15/08 JUL 15 2003 CITY OF LA QUINTA FINARCE DEPT. ------------------------------------------------ LICENSED CONTRACTOR'S DECLARATION ---------=--------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following. declarations: Section 7000); of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Clas . B License No.: 770843 for -by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Date:us._ -Contractor _ 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 WNER-BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier ENDURANCE REISN Policy Number WEN0015766-01 following reason (Sec. 703.1.5, Business and Professions Code: Any city or countythat requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I'shall not employ any construct, alter, improve, demolish, or repair "any structure, prior to'its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file -a signed statement that he or she is licensed pursuant to the provisions of the Coritractor's State and agree that, if I should become subject to the workers' compensationprovisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the'Business and Professions Code) or 37 of the Labor Code, 1 shall -forthwith comply with those provisions. 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 (5500).: ` 4 -777 - —Date: pAppIli cant: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and . the structure is not intended or :offered for sale (Sec. 7044, Business and Professions Code: The WARM G: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does notapply to an owner of property. who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALT,IES.AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or her through his or her own employees, provided that the DOLLARS ($100,000)..IN ADDITION TO THE COST'OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If; however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Seo. IMPORTANT 'Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions, and. restrictions set forth on this. application. -property who builds'' -or improves thereon;'and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, 1 _ 1 I am exempt under Sec: , B.&P.C. for this reason 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 Date: Owner: CONSTRUCTION LENDING AGENCY . I'herebe aaffirm 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 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 withal] city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county/o ente/upon the above-mentioned property for inspection purposes. Application Number . . . . . 08-00001195 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3405 Expiration Date . . 1/11/09 Qty Unit Charge Per Extension BASE FEE 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------------------------------------------------------------------------- Special Notes and Comments 256 SQ. FT ALUMAWOOD PATIO COVER OPEN LATTICE PER 2006 IBC CODE; 2007 CBC CODE & APPROVED PLANS m --------------------- Fees . . . . . . . . . STRONG MOTION (SMI) - RES .50 Fee summary Charged ------------------------------------- Paid Credited -------------------- Due Permit Fee Total 63.00 .00 .00 63.00 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total .50 .00 .00 .50 Grand Total 104.45* .00 .00 104.45 LQPERMIT Bin # Qty of La Quinta 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 # ` 'e,- ` � Project Address: g - G Owner's Name: A. P. Number: %lo ,l 51 el0 c — Y Address: Legal Description: 7X 5042 3 ' y 40'7— a28' City, ST, Zip: Contractor. ftfies, Telephone:Lifetime Ff/.•$+:ryy ::i>::C?S• C M1Y4+'f;::v{:;`v Address: PO BOX 5806 Project Description: City, ST, Zip: La Quinta, CA 922,48'a Telephone: % xr,',.�. �:<:•.:;«:;�:;<;<,...:>:::::r.>>:,�;� State Lic. # : 1677090 City Lie. #•: Arch., Engr., Designer: Address: City., ST, Zip: Telephone: p State Lie. #: `%v>.:•....,:>.:><:.,,;:<•:,•;r# rfc Construction T e Type: Occupancy. Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: e Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACIGNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Pian Check Balance Title 24 Cities. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"° Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 06/26/2008 14:11 7776039 LIS% # EXHIBIT 'A) PA`GE 3 TRILOGY AT L.A. QUINTA MAINTENANCE ASSOCIATION DESIGN REVIEW COMMITTEE APPLIC.A T' ION PAGE 02/03 (Dn Not Write Below Line...-rh& is to Be Completed By Design Review Cn p ..... . mtreittee Only) Received by the Design Review Committee: Date C�Sot� - hi I 16 R1 ao. Homeowner Address The attached Application has been reviewed by the Design Review Committee and its action. is: �PROVED DISAPPROVED' Incomplete Submittal r a Require Additional Information Other C1`KETURNED TO APPLICANT/OWNER Date: .Date: Final Inspection: Date: �] CONDITIONAL APPROVAL See Notes on plans See conditions of approval check list F7Oth..er . Initials & Date Signature: For the Design Review Committee ❑ Approved as submitted ❑ Disapproved (refer to attached comments) Signature: -'Por the Design Review Committee * In the event plans and specifications submitted to the DRC are disapproved, Owner may appeal to the Board of Directors by subrnit�ing a written request for appeal- The written request shall be submitted to the Board not more than thirty (30) days .following the final decision of the DRC. 06/26/2008 14:11 7776039 �PAGE^ 03/03 TRILOGY AT LA QUINTA H.O.: 2�_r11 1 j ) CO DIT ONS OF APPROVAL Property Address: e�o� 4 Date Reviewed: C1 (_4� toe e-onctutons Your plans have been approved, provided that you meet the items checked below and all work is consistent with the oFApproval Design Guideluxcs dated April 20, 2005, contained iu the 1'LQMA Handbook: x1 The patio cover material must be Alumnawood or odicr similar wood like constnictiou. Roofing materials ah,r11 match dtc roof material of the dwelling or be open wood lar>lice 2 The color of. the patio cover irnatchcs the home's shacco, tri, accerit, fascia or white. �( 3 Any patio cover or awning to be installed. and attacht d to the home must. be installed in such a manner dta.t it docs not. compromise the integrity of the water permcability of the home. 4 Due to the patio cover's size it must constructed with variable hcig{tis or must be constructed in two sections will, a separation in between 5 The size of the patio cover is limited to the size of the proposed patio stab. 6 'l'hc proposed .retractable awning may .not be a stuped awning. It must be a neutral color that. blends with the home. ["Icase submit a sample of thte fabric. 7 Obtain services of a statc licensed professional for consultation. 8 Obtain necessary buildittK permits from the city of La Quima, meeting setback requirements per city code :ctuf nna.intzin the existing draini 9 Maintained pcosilive drainage: era accordaticc with di.c Trilogy Dcsign Guidolities (Section. 3.8). 10 The screen door must be the color of the; house stucco or be black. 11 If underground drainage is installed, the (train needs to terminate in die grass swale and be flush with the turf Pool, spit, fountaitn, and air ccrr_rditioning equipment set backs mast comply with Cityof l✓a C�uinta codes. All 12 equipment. shall be located, screened, or recessed in a manner so as to not be viewable from any Lot or street: and the noise .from the cquipmcnt. auenuatcd fro the adjacent pmperty owners. -Pool set hacks are 6" for Itarscape. artd 18" for water lune. 13 The color of die proposed concrete is natural of a neutral tone. 14 Rear yard may not exceed 7096 li.ardscape and must have a mininiu.m of 30% softscape, incasured frort� the rear building face of wall to the side propeziy lines. 15 Proposed planting meets with the 'i'rilogy Rear Yard Minimum Planting Requirements standards and all plaints are included on the Revised Approves) Plant List. contained the Design Guidelines. 16 The proposed wall or imn.work to mat .1i the existi.rxg developer retaining -wall in material, style and color or shall be the mazes Paull color specified in the gtudelines. 1 Replace block wall per Shea Homes standard block wall specification, if removing any portiott of block wall to gain access to rear or side yard (re wires inspection oi'.rcbar before cap is list gilled). 18 Refer to )::xJtibit'T" in the Design Guidelines. (Block Widl. Design). X 19 When work is completed, please submit Noticc of Coniplc6on fortn attached! 20 Make sure rear yard properLT Zinc; pins (nnarkcrs) remain during construction (applies to golf course lots only) 21 All coutnctors trust meet dic Assoriati.on representative prior to cotntxtcncing cortaruction. 22 Rcsubmit showing clr2,41 a flow/plans. X 23 Sce notes on plans (if ;city) X 24 Ain independent imigation controller tnust be used ..for the rear yard, it cannot be tied into tic front yard. Notes H.MSSOCIATIONSWISMpy "I LC C"Ma1ARCHlTE'CTURAUMC Ferro11CngdWwg at AppwAl 4PPROVED BY PLANNING DEPAH BY n DATE EXHIBIT - -- - 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 ticampbelICcDcharter. net should you require additional information. Sincerely, 1 Tom Campbel , PE Site Information ,- FESS/per U948 i � No. 37 c Exp. 3131109 s,. CML Owner's Name b'oZ,# C 9�r%L O Address _�/ Vr* /S City/Town Cjl (f cu r-4 State Olt - q111-15 j 3 4''. PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: ?LIES`WITH THE2006.INTERNATIONAL- BUILDING-CO DE'2006 INTERNATIONAL RESIDENTIAL CODE; 2007-CALIFORNIAE IMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL --ADM 1-00. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN.LOADS AND ENCLOSABILITY. _ 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED *SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 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 (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. -STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL.( ICC -ES ESR -1917 ) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED MAY 3 0 7000 Q�pF A4 g 1, No. 37m Exp. 3191100 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 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 psf I DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 1 OF 29 REVISED BY' K K ADP 9A 1f1f1R11l1 P. la1 A57_7n1 FG% .-s-ealnc rT,l„ral„m nnm SOLID PANEL TYPES ATTACHMENT CHANNEL LENGTH ALUMINUM SEE DETAIL ANOSHq OFSTRU THE HROOF PANELepRO SEE SCHEDULER E T ON SPANS IFElvSOHd/V SED O. BpAN SPANS "O.H." NOT TO EXCEED 25% (M AV NOT OF SPAN SEE DETAIL FOR SPLICE 0. POST SP OPTIONAL: CANTILEVER BEAM m SQ. POSTS, SIZE VARIES SEE SCHE!)E U�G POES SE SCHEDULE F ST SPACINOR _ 3 1/2" SLAB ATTACHMENT ALTERNATE: O.H'NO 5. MAY BE USED WHERE OFS Ary CEEO PERMITTED. SINGLE POST 90, 1008 110 MPHSHEET SEE SCHEDULE SEE SCHEDULE SEE DETAIL FOR SPLICE MAX. HT.= 12' EkCEE D FOOTING WHERE REQUIRED ✓ . NOTE: NO LICE AT OST AND APEND BAYS.IS SEE SCHEDULE FOR FOOTING CUBE SIZE4 SO. POSTS, SIZE VARIES SEE SC �IEDULES Q NOTE: EACH COMPONENT IS INTER Z POST SPACIN CHANGEABLE WITH ANY OTHER ,, )' COMPONTENT UNLESS OTHERWISa OWN. ^r �cNo. TVPF "AIL ATTA('Wl=fl clnlrl C QDAAI 1A//rAAITII CAC[]-/lnTl KI F -V* ALUMINUM DRAWN BY: K.K. n OF STRUCTUREVARIE� ROOF PANEL LIVE LOAD = O.H SEE SCHEDULE DATE: 10/23/2007 SPANS SOLID PANEL (M AV NOT F-: = BE ENC(OSEp) 0. S A SEE SCHEDULE FOR PST SPACING "O.H." NOT TO EXCEED 25% 8269 ALPINE AVE., SACRAMENTO, CA 95826 3 112" SLAB OF SPAN 0 N. NOT T 90, 1008 110 MPHSHEET MAY BE USED TO CONSTRAIN SEE DETAIL FOR SPLICE EkCEE D POSTSp ACl/'/G OPTIONAL: CANT LE SO. POSTS, SIZE VARIES SEE SC �IEDULES SEE SCHEDULE FOR POST SPACIN 3 1/2" SLAB O.1y' NOT MAY BE USED ALTERNATE: ?55'. OFgP kCEEO TO CONSTRAIN SINGLE POST AN FOOTING, SEE SEE SCHEDULE SCHEDULE E 140 SPLICE AT S OSTD AT END BAYS. FOOTING WHERE REQUIRED / SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9" STEEL ROD TYPE LIC" FREESTANDING ALUMINUM ROOF PANEL SEE SCHEDULE -� FOR SPANS "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE ATTACHMENT CHANNEL SEE DETAILS MIN. D .ri' SI nPF PFR FT SO. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE E PERMITTED. 5 SEE SCHEDULE S . .= 12' } Y 3 0 2008 ERE REQUIRED �6HT LEFOR FOOTING CUBE SIZE jj 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. LENG .H T H OF ST RUCTUR6 VARIES (MAyIVOTBEENCLOSED) I NOTE: EACH COMPONENT 15 INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. :ANTILEVER OPTION FOOTING WHERE REQUIRED --/ SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. SEE DETAIL FOR SPLICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: BEAM DATE: 10/23/2007 POST SEESCHACl/VGflNOTE SOLID PANEL OPTI NAL: CANTLE F-: = SD. POSTS. SIZE VARIES EDULE RANCHO CUCAMONGACA (951) 741-2107 . SEE SCHEDULE FOR PST SPACING HORI2. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 3 112" SLAB 0 N. NOT T 90, 1008 110 MPHSHEET MAY BE USED TO CONSTRAIN ALTERNATE:OFSP SINGLE POST EkCEE D FOOTING, SEE SEE SCHEDUL SCHEDULE D ATEND B&YS!S NOTE: EACH COMPONENT 15 INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. :ANTILEVER OPTION FOOTING WHERE REQUIRED --/ SEE SCHEDULE FOR FOOTING CUBE SIZE 112 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 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: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGACA (951) 741-2107 . STRUCTURES HORI2. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 2 OF 29 90, 1008 110 MPHSHEET (916) 452-7021 FAX 403-1519 sales(�duralum.wm RAFTER, SEE TABLE FOR SIZE AND SPACING MAX. PROJ. SEE SCHEDULE MAX. O.H. 25% OF SPAN �• �/Sr'HC 5��70 OPEN LATTICE TYPES NOTE: THIS OPEN L MAY NOT BE r%MC. I 'ODEA SFRiy:250 OF / TSA G 6�O POSTHEIGHT CE l j�C�HC SEE SCHEDULE I 1 i 1 POST HEIGHT 18 j SEE CH DULE G OAF "\ •0�6 LENGTH OF STRUCTURE VARIES hq^, C 18 OST WITH SIDE- Off F PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES' Seer SAgCi POST WITH SIDE - 3 1/2'SLAB ATTACHMENT oS NOTE: EACH COMPONENT IS INTER- Ap MAY BE USED WHERE SFFT SAgC PLATES SEE TAIL f CHANGEABLE WITH ANY OTHER sFFT SAgc� I SE Tp PERMITTED. SCHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. H = F C 3 12' SLAB ATTACHMENT OTE: EACH COMPONENT IS INTER A FOOTING WHERE REQUIRED. Q OST MAY BE USED WHERE SEE SCHED. FOR FOOTING CUB `� - .FABLE WITH ANY OTHER t, SFFT SAq PERMITTED.`' OPEN LATTICE -TYPE PATIO COVER CJI /ENT UNLESS OTHERWISE SHOWN #<FCHC �� SEE SCHEDULE NOTE: THIS OPEN LATTICE -TYPE STRU CTU _wP C ;a '_ FOOTING.WHEREREOUIRED, " SCALE: NTS MAY NOT BE ENCLOSED OR CO --SEE SCHED FOR FOOTING CUBE SIZE TYPE `'E" ATTACHED SINGLE SPAN. LATTICE STRUCTURE PE. F"'ATTACHED MULTISPAN'L'ATTICE STRUCTURE,: r _,I, 'J EyH/O . L.�.g r m T— �— NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 1 --`/+•- 3� /O^' • m .. MAY 3. 0'7008 MAX PROJ MAY NOT BE ENCLOSED OR COVERED. MAX. PROD. 8 �{/ RAFTER, SEE TABLE H'.. SEE SCHEDULE FOR SIZE SEE SCHE U E NOTE: THIS OPEN IA771fg-TYPE S7RU E +w:tt: • AND SPACING MAY NOT BE ENCLOSED -O CO�� RAFTER. SEE TABLE FOR SIZE MAX 0 zS�Opp4 . O 25' O SPAN O.H _ AND SDPIA�CING ' OST 1�R/y�I'M1' , SA'9C�Nc C I �S�OA-p oVF 25 /. OF SPAN R OST HEIGHT' �CGyc SE HEDULE- ' �fi OST HEIGFIT ' p � SE HEDULE C- 18 ' ,p LENGTH OF STRUCTURE VARIES OAF hq,._ I ® Ap SEE OST DE-JCI.IN SEE POST DETAI LENGTH OF STRUCTURE VARIES - ; PATIO COVER SYSTEM AS MFG. BY: SFFT SAgC DATE: 101232007 COMMERCIALI.AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psl DURALUM PRODUCTS, INC. " 1(916)452-7021 SCALE: NONE POST CR SSSECTION, HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SFF TSA SEE POST DET L NOTE: EACH COMPONENT IS INTER- Aos n4av BE USED T��FCHG FAX 403-1519 sales@duralum.com CHANGEABLE WITH ANY OTHER sFFT sAgc FoonNCSEE 3 12' SLAB MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. °F<F He I SCHEDULE NOTE: EACH COMPONENT IS INTER- Aos ro CONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHERSCHE sFFTgB<FcW EE ULE FOOTING WHERE REOUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE " SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE DRAWN BY: K.K.TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 101232007 COMMERCIALI.AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 psl DURALUM PRODUCTS, INC. " 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (,35i)"4 1-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 3 OF 29 REVISED BY: K.K. 8 D.P. 90.100 8 110 MPH FAX 403-1519 sales@duralum.com PANEL FASTENERS 90/100/110 MPH EXPOSURE B;& C C....... ...................................... .......... 24" 300 24" TRI -'V" PAN Q OFESS�� L.L.= PSF 90- MPH 100- MPH 110 -MPH `' CA -'A P ' 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. n NO 3 20 #10 S.M.S. #10 S.M.S. #12`SIVI:S. FXp. 31 Ala, 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. _ 12" x 3 1/2" W PANEL L.L.= PSF 90- MPH - 100- MPH 110. MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 075" 750" .440" 860" ' 6.00" MAY 3 0 2008 R9.250 OPTIX@ PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL YLIGHT DETAIL 1 SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS 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". 730 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 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. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 452-7021 FAX 403-1519 sales@duralum.eom ALUM. ALLOY 3004-1-136 OR EQUAL c � m a o( ' 16" .024 24" roi 16 24" 16„ 042 24" 16" .024 24" 16" 20 .032 24" 16" .042 24" 16" .024 24" 16" 30 032 24" 16" .042 24" :E NOTE BELOW 2 x 6 1/2" RAFTER H *&1 100 MPH 110 MPH 14,4„ 13,4„ 1 13'4" 11,_8„ 1 12'-10" 11-4- 1'-4"11,_8„ 1 l'-8" 10,_7, 10'-7" 9'-6" 10'4" 9 -4- W -l" 17'-0„ 17,4„ 15,-6„ 17,_,,, 15,4„ 15'-6"14:-2 ��. 14,_2„ 12'-B" 13'-11„ 12'-3" 26,-4" 23'-10" 23'-10" 21'-6" 23,4„ 20'-10" 21,x„ 19,_6„ 19'-6" 17,_6„ 18,4„ 17--0-- 7,_0„10,_8„ 10'-8" 10'-8" 10'-8" 10'4" 10'4" 10'-8" 8'4" 8'-9" 8'4" 8'4" 8'4" 8'-9" 14,_3„ 14,_3„ 14,_3„ 14,_3„ ' 14,_3„ 14,_3„ 11,_8„ 11,_8„ ,,,_8„ 11,_8„ 11!_8" _ 11'_8„ 19'-8" 19'-8" 19'4" 19'-8" 19'4" 19'-8" 10 10 11 11 12 12 13 13 14 14 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" T-2" T-2" 7'-2" 7'-2" 7'4" 7'-2" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 1.3,-6,, 13,-6„ 13,_6„ 13'-6" 13'-6" 13,-6„ 13'4" 13'4" 13'-3" 13'-3" 13'4" 13'-3" OMMERICAL & PATIOS 90/100111VMI :l ALUM. ALLOY 3004-H36 OR EQUAL MAK 2" � 6.5" .024" .032" DBL. 2 x 6 1/2" RAFTER L.L.= 'T' a cu 90 MPH 100 MPH 110 MPH L (PSF) (IN.) w o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (F .024 16 20,_3„ 18,4„ 18,4„ 16,_6„ ,8,_,,, 16,_0„ 10 24" 16'-6" 15,_0„ 15'4" 13'-6" 14'-5" 13'-1" 16" 27,_0" 24'-6" 24,-6„ 22,4„ 24,_7, 21'-4" .032 24" 22,4„ 20,4„ 20,_0„ 18'4" 19'4" 17'-4" 16" 15,_7,. 15,_2„ 15'-2" 15'-2" 15'-2" 15'-2" .024 20 24" 12,4„ 112'4" , 2,4„ 12-4" 12,4„ 12-4" 16" 20,_7, 20,_7, 20,_7, 20,_7' 20,4, 20,_2" .032 24" 16 12'-5" 12'-5" 12,_5, 12'-5" 12'-5" 12'-5" .024 30 24„ 10,_2„ 10,_2„ 10,_2„ 10,_2„ 10,_2„ 10,4„ .032 16" 16'-7" 16'-7" 16'-7" 16'-7" 16'_7' 16'-7" 24" 13'-6". 1 13'-6" 13'-6" 1 13'-6" 1 13'-6" 13-6 * ENGINEER'S.NOTE: WHERE SINGLE RAFTERS AREBSjjOW� BETWEEN MAY BE USED AT 32" D.C. OR 48" o. o MAY 3 0 2008 As r 1. /vp 3 �Q '9 ALUM. ALLOY 3004-1-136 OR EQUAL * SEE NOTE BELOW 3.0" 8.0" 042" TRIBUTARY WIDTH TABLE L.= SF) CLEAR SPAN (FT.) 100 MPH 110 MPH EXp B O.H. 6 7 �8 9 10 11 12 '13 14 15 16. 17 18 19 20 r: 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 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 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - - 11 11 12; 12 13 1 13 14 14 15 1 15 16 ALUM. ALLOY 3004-1-136 OR EQUAL * SEE NOTE BELOW 3.0" 8.0" 042" 30 .042 1 16" I 17.-3" 117'-3" 117'-3" I 17'-3" I 17'4- 117'-3" 24" 14,_7, 1 14,_2„ 1 14'-2" 1 14'-2" 1 14'4" 1 14- DOUBLE RAFTERS WITH 3" MAX. SPACING TINGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN h TRIBUTARY TRIBUTARY= ,WIDTH 12 SPAN+O. H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN K.K. DRTE: a w o 3 x 8" RAFTER L.= SF) T' (INJ 90 MPH 100 MPH 110 MPH EXp B EXP.0 EXP. B EXP.0 EXP. B EXP.0 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 16" 28,_2„ 25,_7, 25,_7, 22,-6„ 25,_7, 21'-2„ 10 .042 24" 23,_0„ 20'-10" 20'-10" 18'-9" 20,-6„ 18'-2" 042 16" 21,_0„ 21'-0" 21'-0" 21,_0" 21,_0" 21,_0„ 20 . 24" 17,_2" 17'-2" 1 17'-2" 1 17'4" 1 17'4" 17'-7, 30 .042 1 16" I 17.-3" 117'-3" 117'-3" I 17'-3" I 17'4- 117'-3" 24" 14,_7, 1 14,_2„ 1 14'-2" 1 14'-2" 1 14'4" 1 14- DOUBLE RAFTERS WITH 3" MAX. SPACING TINGLE RAFTER SPANS ARE NOT EXCEEDED. PROJECTION SPAN h TRIBUTARY TRIBUTARY= ,WIDTH 12 SPAN+O. H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN K.K. DRTE: TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 1 /23 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ VNND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales@dumlum.mm SHEET 6 OF 29 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.50" 06Q _ 1.50 I II II .25"R .0? #10 SMS PANEL LOCKS OR #8 SMS AT EA. CONTACT 200�� CONTINUOUS A• RAIL ROOF PANEL 3 (WHERE OCCURS) ALUM.ALLOY ~ 6063-T6 #10 SMS EA. CONTACT W WALL CONNECTION 1O WALL FASTENERS SEE TABLE N 'i IRJ5--� WALL FASTENERS . O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET.�c ALUM. PANEL 2x OR/ 3x ALUM. RAFTER FASCIA BOARD' ALLOWABLE PROJ. SEE TABLE BELOW c—iI '----I-7f-r P.281" EXIST. EAVES, RAFTER EXISTING EAVE . EXISTING EAVE CONNECTION ( 2 ALUM.ALLOY 6063-T6 I.R. HANGER 2:740" T=.060" -I III IN WALL FASTENERS C) SEE TABLE ALUM.ALLOY 6063-T6 .060"L EK] EXTRUDED HANGER CHEL EXIST. EAVES, RAFTER EXISTING EAVE . EXISTING EAVE CONNECTION ( 2 ALUM.ALLOY 6063-T6 I.R. HANGER 2:740" T=.060" -I III IN WALL FASTENERS C) SEE TABLE 0 AT 2x FASCIA O a ;u APPROVED 3" OR 4" N INSUL. ROOF PANEL 00 I 13'-10" EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK / RAFTER SPAN WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR Miry DESIGN W/ SIMPSON A35 16" O.C. CONCRETE 16'-8" 13'-10" LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD' E E E J J K 2'-0" 29'-3" 25'-0" 16-9" MATERIAL BETWEEN BRACKET AND COMP. p' DESCRIPTION OF LAG SCREW SEE NOTE BELOW) SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET zz A=3/8"O x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD BRACKET CONNECTION 4/ Haw B=3/8"O x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD SAMF CONNFCTIf1N'S co 0- } C=7/16"0 x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"16" A.B. @ LLtnF- D=7/16"O x 1 1/2" @ 12" O.C. K=1/4"0x1 1/8"@12"A.B. EXIST. RAFTER v ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2' x 4"V-6" FULL OR 16" O.C. $ O PROTECTION, METAL FLASHING 16'-8" 13'-10" 9'-3" 2'4" 11'-8" 8'-8" 5'-10" 2" x 4"1'-6" FULL 24" O.C. (3)-#1 x312" W.S. 10'-8" 8'-3" 5'-6" 2'-0" 7'-0" 4'-6" 3'-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-0" 14'-0' 9 6 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16-9" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 OF -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 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY I }#10 SMS T AT 12" D.C.C 3 0 200v" �2<) CAMAS Fy •�\ 1 CD P NO. 37948 \ EXP. 3131!09 10# L.L.=(2)#8 SMS EA. SIDE v 1 1/2" 20#/30#L.L.=(2)#1D SMS EA. SIDE 3/16" U -BRACKET 8" 0 STEEL 3/4'_ OR 1 1/2" p 1/4"0 HOLES,TYP. 0 DATE: 10/232007 NOTE: PROVIDE WATER 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psi $ O PROTECTION, METAL FLASHING I 2x6 1/2" O CAUCK JOINTS AND SLOPE O 5" MIN. OR 8" r TO DRAIN RAFTER I TYPICAL BRACKET AT EVERY 2x �/4" 0_R 1 1/2" (3)-#1 x312" W.S. )-#10x1 3/4' \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH y „L^ TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= 2x6 OR 7x' LEDGER JOB NO. GF07-0674 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sl DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psi 10. 20 8 30 psi DURALUM PRODUCTS, INC. RAFTER SCALE: NONE REVISED BY: K.K. B D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ WIND = (3)-#1 x312" W.S. )-#10x1 3/4' 90, 100 8 170 MPH PATIO COVER RAFTER TO WALL CONNECTION O NOTE: PLACE"SIKAFLEX'ORSIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED BRACKET CONNECTION 4/ BELOW RAFTER W/ SAMF CONNFCTIf1N'S DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10. 20 8 30 psi DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. B D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 29 90, 100 8 170 MPH (916) 452.7021 FAX 403-1519 sales@dumlum.com COLUMN/POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I I I 3.00" SQ. 3.00" SQ. I �J 3.00"SQ. M3'- 24 a24sets '@24"OC. �1 •�� I O H=3"SQ.xt=.250'EA. SIDE J=4"SQ.xt=.188y.075' ' ri K=5"SQ.xt=.188„ XL M. 14 R Trp 040"ALUM. ..048"STEEL4.0" OR 5.0" BO 5/8" PLASTIC PLLLG .28" F E — 3" SQ. ALUM. POST �3�SQTALUM POST n 4� 3 MAG POST SQUARE npp ,,WITHISIDE:PIATES; D, 3ooa- 3s 3" SQ. -ALUM. POST STEELfPOST MAI � Q 21100 ALUM. ALLOY 3004-H36 PALO WALLOY3004-H36;,.: 3' SQ. STEEL POST ALUM. ALLOY 6063-T6 9 'ASTM A36 GRADE 40" Ixl r 53 an.._ �SSiONq( ALUM: ALLOY 3.00" OR 2.0" F 6063-T5 2.40" CAMpB CYC I Q �� 1.375" (1 7/16" OHOLE .56" 2 FLANGES 2 1 /8" APART r `` p 0.75" 2.5" 11 O 3�g� 0 ASTM GRADE 40 STEEL 1'125 j Y NO 31311G? c 75" 75 BASE FLARES 157" TO T WIDE EA. 1;60" TYP. _ _— — SIDE OF FLANGES (a , 1.50 USE FOR 3" 1� 75 p INSTALL WASH. PLATE090 �P' POST ONLY 5.50" _ 1%" x 5/16" x SY2" WHEN USING - _ -. 1-7/16"0 HOLE WIND AREA ! & 2-3/8" HOLES IN 110 MPH CL2-5116"0 HOLES TYP. EA. SIDE .090" BRACKET FOR 3" POSTS ALUM "T' BRACKET STEEL "'T" BRACKET 5. T=.060"-TYP.'-' -�- 6 4;-3/8 LAG -SCREWS OR 21/8„ 2 v8° " -1/4 LAG. SCREWS • T' BRACKET (2.5" PENE. INTO WALL-)!. 7I8': @ 3 SQ. POSTA. (2)12 SMS EA. 3" S0. ALUM POST Q "•." 0E SIDE OF POST OR 2' 1/4" M.B. THROUGH g �' I I POST I 7 GA. PL. (.18") X 3„ LU I 11/16" 0 ROD 3/16" t/�-2 I 1040 STL. AUGER PARTS PAINTED20" -� "RUST-O-LEUM" OR EQUAL 20 3"SQ,POST BRACKET: 2 1/2"x 2.1/2- 3" 3' OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. STL. • - OR ELECTROPLATED- PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. — 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3116" 9"06"x7 GA. 3" x 8" ALUM. HEADER ` NOTE: ASTMA36 TE "H" BRACKET SINGLE PASS WELDED MAY BE USED WITH AUGER ANCHOR AUGER PARTS PAINTED � - 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER BR`ACIKET y � NOTE: ONLY. OR HOT E DIPPEDECTROGALVANIZEDIZED STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED O 11 —OL .1. con1-1 STEEL FOOTING DRAWN BY: K.K. TOMICAMP13ELL & ASSOCIATES, IN LIVE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFo7-0674 DATE: 1012 32 0 07 COMMERCIAL'AND RESIDENTIAL STRUCTURAL ENG COLUMN/ 10.20 8 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE - RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES 116.11. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 $HEFT 8 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 sales@ldumlumxom COLUMN/ POST TYPES & SURFACE MOUNT SQ. 18' DEEP ALUM."T"BRACKET USE WITH 18" 18" SQ. i POST TYPE B,C,D. OR E. 20" 'T' BRACKET STEEL.'T'BRACKET USE WITH 22" 3 -SO. POST W/ WSQ. POST. (2)-#12 SMS EA. POST TYPE B,C,D,E,F,G.H,J OR K. 3" SO. POST ALUM."T'BRACKET: (2))O USE 9LTS 24" SIDE OF POST OR 1/4"M THROUGH KWI R E LTS OR EQUAL STEEL."T"BRACKET: 1/2 DEPTH OF ,B. POST USE (2)-3/8"0 HILTI KWIK SEE NOTES BELOW BOLTS OR EQUAL FOOTING OR - " MIN. EMBD. (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH � BOLTS, OR EQUAL, EACH FOR KWIK BOLTS 32" BRACKET TO SLAB. 30" 34" MINIMUM DISTANCE TO 32" 36" EDGE OF SLAB = 2-1/2" d 38" 55" SQ. DE TH e 40" .,.,� SLAB SHALL BE IN a POURED CONCRETE 42" GOOD CONDITION FOOTING SEE NOTE 44" 69" SO. _FOR SIZE(1)-112:'QM.B. 31/2"MIN.. SEE FOOTING SCHEDULE QUAR FROM END OF POST EXISTING SLAB 3" SQ. POSTS TO CONC. FOOTINGlu / QIls ATTACHED ALTERNATE. FTG CUBE SIZE SQ. 18' DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" ` 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. .39„ 42" 64" SQ. 41" 44" 69" SO. 43" ' CUBE FOOTING W/ 3 1/2' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23"& 24" CUBE (2)-112"0- 3 1/4" 25"- 30" CUBE (4)-112"0 3 1/4" 31"- 34" CUBE (4)-5/8"0 4- "35"- 35"-39" CUBE (4)-3/4"0 , 4 3/4' 40"- 42' CUBE (4)-3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. EMBEDMENT DETAILS i7EEL'POST ONLY: USE POST TYPE(3 -5/8"0 BOLTS F, GSH; J OR K MR POST TYPE J (2) BOLTS FORR ALL ALL OTHER CONDITIONS J w w tu L) W N o 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'-SY2" AT STEEL "T' nACKET: M 3. POST TYPE F MAY 3 0 DO NOT USE STEEL "T" 0 PRQF BRACKET W/ 7" -\I-B�EAM.•0AAS ` I NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED T.O.C. A572 16"INSERT x .188" ASTM A36 STEEL 3" SO. POST (STL) -- OR FLUTED OR 4" SO. POST (STL,) INSERT PL.5/8'7HK. -' 1112" 9" 1112" 1 12" 15" 1 112" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12"SO. x5/8' B. C,D,F&G 18" SO. x 5/8" 1 B. C, D, F, G, & H FREESTANDING BASE PLATE 'ANCHOR BASE PLATE ANCHOR -BOLTS (SIZE & TYPE) (4)- 314-0 HILTI KWIK BOLT TZ CARBON STEEL 12'xl2"x 5/8' PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL &'ASSOCIATES. INC. COLUMN LNE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10.20 8 30 Psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED BY: K.K. 8 D.P. '0.100 8 110 MPH (916) 452-7021 FAX 403.1519 sates®duralum.cam SHEET 9 OF 29 �-Aiiv 91. 2.57" 2.08" 1 038" R.F. GUTTER FASCIA -ALUM. O ALLOY 3004-H36 A 6.5" ROLLFORMED HEADER BEAM TYPES & ATTACHMENT DETAILS GUTTER EXT. CLIP I GUTTER EXT. CLIP �- SPLICE WHERE OCCURS 2.14 �� T065•' YP. III 2.7'• ALUM.ALLOY 6063-T6 4.5" GUTTER SPLICE WHEREI SPLICE WHERE OCCURS OCCURS 4.6' 4.6" 214TYP. ALUM. ALLOY 6063-T6 O MAG. GUTTER O ALUM.ALLOY 6063-T6 MAG BEAM 3.00" SQ. J 14"R 048" TYP. 28" ASTM A653 GRADE 40 OE 3" SQ. STEEL BEAMO I— 4" —1 AY 3 o S 70()FESSIO 3.0" �— L CA 3,. COQ 1 MA�� MA x.- -j 2" 6.5.• I __T 771 sPucE _ 0 m .042" WHERE 4" SPUCE WHERE OCCURS OCCURS I ..��p O� I� Q, .3948 0700 y N i 032" TYP. —110" •i t.3f3�1� •�. I TYP. LLOY ALUM. ALLOY ALUM. ALLOY I � ' ALUM. OR 30ALUM. OR EQUAL H36 6063-T6 C 6063-T6 % OR EQUAL ALLOY J 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 3.0" 1.25"� ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3" 2s2s„ r \ 7 MAX.' 3' \ 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM oaz" T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM 8' y 7.875 ASTM A653 GRADE 50 I ; AAL625„ ALUM. ALLOY 3004-H36 I �• J+ UM. ALLOY I O OR EQUAL L � OR EQUAL I ^ A ^ , 2.675" IVO' IV ��-3x8 BEAM 3 x 8 BEAM W% STL. INSERT DBL. 3 x 8 BEAM i _ __ __ I _ , / STEEL INSERT DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 8 30 pst DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE.• SACRAMENTO• CA 95826 1(916)452-7021 SHEET 10 OF 29 ' REVISED BY: K.K. B D.P. 90, 100 8 110 MPH FAX 403-1519 sales®duralurmcam SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT I _.. _.. 9" __..1 I 24" I I I (8 TOT. s II #12 S.M.S. II TYP. THICKNESS= .035 (24 TOT TYP THICKNEISS = .035" u u 6.38" 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 (2)#10 S.M.S. EA. VALLEY, TY�. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY 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 3"" 0 �oo STL. C_ -BEAM THRU-BOLTS TOTAL= (8)-1/2"0 BOLTS pA _.................. ..... ..__._..._......__............._..._._........._..__.._._. 1.00" �OFESS%p SO. POST O( 0 0 0 2`� PS �' CgM,p t'X` BEAM TO POST CONN SPLICE WHE OCCUR x r f` No. 37 rT ALUM. ALLOY DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG, BY: J 6063-T6 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 16" 1" DURALUM PRODUCTS. INC. I 4" I -BEAM SCALE: NONE 3'-0" SPLICE DETAILS HORIZ. WIND = MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WHI OCCUF } ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE 012 METAL BACKED, NEOPRENE WASHERED TEK SCREWS Q 8"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"X3" ALUM. "I" SM. OR (4)-1/4"0 M.B. BEAM 7"X4" ALUM. "I" SM. If TO BRACKET 2- 3/8"0 M.B. THRU STL. 7" BRACKET TO POST. POST, SEE SCHEDULE —r— ALTERNATE BEAM TO POST CONN. 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 BEAM 10, 20 8 30 psl 1(916)452-7021 DURALUM PRODUCTS. INC. I SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH FAX 403-1519 sales®dumtum.mm BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA TOM CAMPBELL & ASSOCIATES. INC. ( WOOD. ALUM. OR HARDBORD) 3" X 8" x.042" BEAM, JOB NO. GF07-0674 3"SQ. STEEL OR MAG \)-#10 S.M.S. EA. SIDE (4) -TOT. BEAM TO POST 10.20 8 30 psf #10 S.M.S. TOP & BOTT. (2) -TOT. 2412 x 12' S.M.S. EACH SIDE OF 3• #10 x 1/2" S.M.S. TOP ' F� SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER TTACHMENT & BOTT. (2) -TOT. 1 1/4" EA. SIDE OF 3" SO. POST s ROOF PANEL 4" 6 1/ " + 1.101 (916) 452-7021 FAX 403-1519 sales@duralum.com ROLLFORMED OR I .75 I O I i I.so I (4)-#14 SDS @ EA. SIDE EXTRUDED GUTTER FASCIA ALUM. BRACKET X L—+ TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. ' 2.35- 3' SO. POST. 2" 1" D" 6 1/2"x2"x .024"RAFTER 2-410 x 12" S.M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL) ' ALTERNATE: 1/4"O OLT W/ WASHER EA. SIDE OF 3". SO. POST i RAFTER "TAIL" TO GUTTER 15 3" X 3" ALUM. OR j STEEL POST 3.00' 3" SO. POST 14 3 125a'FOR.3-x RAFTER oR.240• H - BRACKET TO POST ., r 2.125 FOR.2 z+RAFTER GUTTER FASCIA s ALUM ALLOY 3003-H24 ALUM ALLOY 3003=H24 . MAG BEAM 3" SO. POST 3"SO. STL. BEAM 3 1:50 ' 1/2' 1 50 1.i t = .040" 6063 T6 t = :040" 3004-1-136 ALUM T P I (4) - #8 x 3/4"O SCREWS BRACKET TO RAFTER 1 0-2Yx3" LATTICE TUBE a1 1/2" SQ OR ¢ ,P . i 1 2 f 1/2" MIN. X. 2" LATTICE TUBE �apv a B x 2 "SMSMAY , 2 1/2" ; Q�Or EJS�Q'Y c 'l'I 7Q0i) � � � � � O L OR 3 1/2", TYP.. _ 1 1/2" OR 2" SO. OR 2"x3"'L%STTICE`,, �P' A� y\ O @ 3"O.C. MIN. UP TO 7"0:CFMAX. ti 0 i \1 2 r 2.750" — y L. ~ No. 37M RAFTER � 'm Exp. 3131/00 / t (T- #8 x 3/4" TEK SCREWS LATTICE T_U.BEfTO RAFTERS F _ ,k * BRACKET TO BEAM U,' BRACKET RAFTERTO BEAM t18 DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10.20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE, RANCHO CUCAMONGA, CA (951) 741-2107 TTACHMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100'& 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com SHEET 12 OF 29 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION' BEAM SPLICE TO 1 1/2" OR 2"LATTICE #6 S.M.S. OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" DOUBLE RAFTER- I @ 2 -POST UNITS SCREW IS INSIDE BOLT CONNECTION PLAN 2 6 SCREWS ALTERNATE: PER SIDEI S.M.S. EACH #14 SMS MAY RAF BE USE AS RAFTER TO COL. ALTERNATE TO . -- CONNECT. (8 -TOT.) 3.5" 3.5" 1/4"0 BOLTS mer s °7R��,��T��''^.� 3.5. 3.5, a, ` 2111 .I,1':.t` - — -- - 8" BEAM OR 6414 SMS EA. I " o I SIDE I)ii 6 1/2" SIDEPLATE EA. 3 z 3,STL.POST (24) ALTERNATE: 1 .. INSERT ATTACHED OR 2 zx6.s" OR #14 SMS EA. SIDE I I SIDE SEE POST SCHED.: 3tx3•'STL.POST.COLUMN I (2)-3"x8"HEADER . TOP, MID HEIGHT FOR FREESTANDING AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES (2)-v2'Bolr 2"x 6.5SIDEPLATE _ ` BEAM TO POST CONNECTION POST SCHEDULE 21 D /DBL HEADER CONN 19 3". SQ x.024" + (2)-2 x 6 1 /2" x.024" SQ x024 +'(2) 2 x 6 1 /2 x 032" Y— ❑1 W/ (6)-#14 S -M S EACHxSIDE. 2 VV/ (6 -#14 S WS'-EACH.SIDE .t USE*ON CONC 'SLAB ONLY - SEaON=CONE SLABWOR>FO.OT.ING. 4 EXIST 3• MAY r� SHEATHING' 1 MAY 1, 0.70 00 0 98 S.M.S. EACH SIDE pFESS/\ LATTICE 1 1/2" OR 2" 2"x6" LEDGER (EXIST.) �� 0\. Ln Ul i; 3/8" LAG SCREW 2"x6.5" OR 3"x8" RAFTER r Zr ALTERNATE: 1/2" BOLT ' ' / \ No. 37948 r Exp. 3131/09 ALTERNATE: 2)- #10 S.M.S. EACH RAFTER EXIST. TO COLUMN CONNECTION (4 -TOTAL) 1' STUCCO OR EQUA"^.< ALTERNATE: 2.5" PENE.INTO WOOD FRAMING (2)- 24.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR u `' CONNECTOR (2)-#10 S.M.S. EACH RAFTER EXISTS STUCCEDGERrATTAGFMENTf=DETA L' STUB COLUMN TO DOUBLE HEADER CONN 20 DRAWN BY: K.K.TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 8 30 Osf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGACA (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 sales@dumlum.com 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP.' B & C TOM CAMPBELL & ASSOCIATES. INC. SOLID 6.5" ROLLFORM 4" I -BEAM JOB NO. GF07-0674 4.5" /.MAG GUTTER MAG BEAM POST SPACING TABLE FREESTANDING 3" SQ. STEEL BEAM Of SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. & D.P. 10 # L.L. 90 MPH 90,100 8 110 MPH (916) 452-7021 FAX 403-1519 salesQdu2ium.com F MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED 0 0 Ft SPACING SPACING SPACING SPACING SPACING SPACING FTG. MIN. FTG MIN. FTG MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG.MIN. ON SLAB POST POST POST ' POST POST POST POST POST POSTPOST (IN.) TYPE (IN.) TYPE (IN.) TYPE CIN.) TYPE (IN.) TYPE CIN.) TYPE (IN.) TYPE CIN.) TYPE (IN.) TYPE CIN.) 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 B 8 -10" 5' 13'-7" 13'-0" 28 F 23 B 18'-0'7-1„ 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 23 B 16'-8'5 28 G 26 B 121-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B -7„ 7' 9'4" 11'-0" 26 G 24 B15 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 4, 5„ 8' 8'-6" 10'-3" 26 G 24 B 14'-6" 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25B 12'-0" 26 G 26 B 9' 7'-7" 9'-8" 26 G 25 B 13'-1'2 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B s 10' 6'-9" 9'-2" 26 1 G 125 B 12'-19!--1 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B „ 11.6'_2„ 8,_9„ 26 G 26 B 12'-3" 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 11'-6" 12' 5-8" 11'-s'; 26 G 29 B 9'-0" 26 G 27 B 10'-6"26 G 28 B 13' 5'-2" 11, 3„ 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B 10'-7" 14' 4'-10" lo. -1 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B 10'-3" 15' 4'-6" 10'-6" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B s' -1o" 16' 4'-3„ 10"-2" 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B 9'-6" 17' 4'4" 9'-19" 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28 H 31 B 18' 3'-9" T-7' 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 19' T_T' s -2 33 H 31 B 7'-2" 33 H 129 B 9'-0" 33 H 32 B a' 10" 20'3'-4" s -0 33 H 32 B 7'-0" 33 H 30 B 8'-10" 33 H 32 B ., 8'-f- POST F MAX HT.= 8' FREESTmtkoil , �MMoA'FOOTNOTE: "SAMPLE" uj ci� FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C \\ 'r u ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWNBY .- TOM CAMPBELL & ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102 2007 ACOMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. & D.P. 10 # L.L. 90 MPH 90,100 8 110 MPH (916) 452-7021 FAX 403-1519 salesQdu2ium.com 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( x �1=- o m - O Z°° U-5 v rn ¢a Z 2 u) O 7" I -BEAM 110 MPH WIDTH DBL. 311x8"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 MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING 4'-0" SQ x MAX.POST SPACING 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 FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POSI TYPE a' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 22 B 8'-0" 8'-4" 28 J 19 B 15'-9" 32 J 22 C s' 4'-10" 17'-4" 32 J 25 F 10'-6" 32 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 6' 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 C-// 7' 3'-6" 14'-6" 32 J 26 F r 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 j 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 54" 5'-6" 28 J 22 B 10'-6" 28 J 26 E� 10, 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 E� >> 11'-9" 28 J 28 F 7'-1" 28 J 26 B 5'-0" 28 J 23 B 9'-6" 28 J 26 12' 11'-3" 28 J 29 F 6'-9" 28 J 26 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 EZ 14' 10'-4" 32K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 E� FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —Fl— FIGURE INDICATES EXPOSURE ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & v r 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 MAY 3 0 7000 pROFFscl No � p' 3/31ip8 �� i V/, ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING S-4" SQ x T-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: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 O.P. an x i 1 ++n eeou 90,100 8 110 MPH (9161 452-7021 FAX 40J-1519 salesCd)duratumcam SHEET 23 OF 29 FOOTING SHOWN REPRESENTS LENGTH OF �� _ EACH SIDE OF CUBED FOOTING WITHOUT SLAB. `7 r too. 37948 WHERE SLAB OCCURS, CUBED FOOTING SIZE 3j3110 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES- SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. LT9P B CX10#L L90MPH1FREESTAND.&,ATD1S12S.X0L- -E TOM CAMPBELL & AS IATES, INC. LATTICE H F 00 M'g1- -low 0Z!5 V z 2 � O 3" SQ. STEEL BEAM COMMERCIAL AND RESIDENTIAL ST CTURAI ENGINEERING �D.BL �3"x8rx 042"BEAM DURALUM PRODUCTS, INC. DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM AND ATTACHED E s3:'x8"�BEAMw/INSERTS SHEET 24 OF 29 --�`" REVISED BY: K.K. 8 D.P. H Oo h MINIMUM NO. OF FOOTNOTE: POST 2 EXP. C MAX.POST SPACING FREESTAND ATT. MAX,POST SPACING FREESTAND rA-7 N':><eJ MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND ATT. MAX:POST SPACING FREESTAND 1 •^ATT; POST TYPE, 1 POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (INJ MIN. POST TYpE FTG. }}- F(IN.) FTG. (IN.) MIN• POST TYPE FTG (IN.) FTG. (IN.) MIN. POST TYPE FTG &NAI EXP. B EXP. C EXP.13 2 4' 25'4" 17'-4" 28 G 22 23-103, 2„ 33 G 23 16 45,-7„ 16-4 16,x„ 28 G 20 32-301, 0„ 33 G . 27 6' 2 2 2 5' 20'-3" 28 G 23 214 20'-8" 33 G 24 14'-8" 13'-11" 14'-8>'28 14'-8" G 21 28'-7" T-9" 33 G 28 T 2 2 2 2 6' 16'-10" 15'-2" 28 G 24 19'-0„ 18'-10' 33 G 24 13' 4" 12'-8" 13'-4" 13'-4" 28 G 21 ?6'-2" 25'-4" 33 G 28 e' 2 2 2 2 7' 14'-6" 14'4" 28 G 25 18'-1" 17' 6" 33 G 25 12,-4„ 1'-9" 12,4„ 12'-4': 28 G 22 24'-2" 33 G 29 9, 2 3 2 2 8' 12'-8" 13'-9" 28 G 26 -:` X16 4y I28 G - .. 25'p s4 11'-7" 11'-0' 11'-7" 11,_7„ 26 G 22 22'-8' :ee) 33 Ga;' X30 5sh �D.. 2 3 2 . 2 . 9' 11'-3" 13,_3„ 28 G 26 1 s'-1 5'-5" 28 — - G 2s 10'-1 10'x" 10'-1 10'-1 26 G 23 21'-4' 0.-8„ 33 G 30 3 3 2 2 10' 10'-2" 12'-9" 28 G 27 15'-2" 14'-8" 28 G 26 10,x„ 10" 10,x„ 10'-4" 26 G 23 20'-3" 9, 7„ 33 G 31 ,z' 3 3 2 2 11' 9-_3„ 12'-4" 28 G 28 14'-53'-11" 28 G 27 9'-109,x„ 9'-10"9'-10" 26 G 24 19' �8-4- 8„ 33 G 32 �3' 3 4 2 2 12' 8'-5" 12'-0" 26 G 28 28 13'-9" 28 G 27 9'-5" s'-5" 26 G 24 18'-6" 33 G 32 14' 3 4 2 2 13' T-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 32 15' .3 4 2 3 3 14' 7'-3" . 11'-5" 28 H 29 . 12'- 2 �„ 28 H 28 8'-9 8 8 -9' 8 9„ 28 H 25 17'-1S 7 28 H 33 16' 4 4 2 3 15' 6'-9" 11'-2" 28 H 30 12'x" 11'-11' 28 H 28 8'-5!',,,'.8'-5" 8'-0" 8'-5" 28 H 25 16'-6" 28 H 33. 17' 4 5 2. 3 16' 6'-4" 10'-11" 28 H 30 11'-11'1 6 28 H 29 8--2-- 7, 9„ 8'-2" 8'_2„ 28 H 25 16'-0"'-0„ 28 H 34 16' 4 5 2 3 17' 5'-11" 10'-8" 28 H 30 Ill -7 1'-2" 28 H 29 T-11" 7' 6" T-11" 7'-11' 28 H 25 15 6' 15'-0" 28 H 34 19, 4 5 3 3 18' 5-8" 10'-6" 28H 31 0'-10" 28 �-{ 29 T-8„ T -4 „ T-8" T-8" 28 H 26 15'-1" 14'-7" 28 H 34 20' 4 5 3 19' 5'-4" 10'-4" 33 �-{ 31 11'-0" 10.7" 33 H 29 7,-0„ 7'-2" 7-0„ - 7'-6" 33 H 26 14'-8" 14'-3" .33 H 35 FOOTNOTE:' HEADER REQUIRED ALLOWABLE AND AC MIN. SPACING MUST SLAB SPACING NO. OF POST EXCEED 20, 5'-1" 10'-2' 33 H 31 10'8 1 O'4" 33 - 7 � 6'-11" 7 -4 7' 4" 33 H 26 14 3'-10" 33 H 35 NOTE: p q n MAY 3 0 nnnn IN FOOTNOTE: COL. COL. TYPES TYPES 1 =.024" 2 =.032" SIDEPLATES, SIDEPLATES, OR LESSER MUST BE USED USE ON CONC. ON CONC: SLAB SLAB OR FOOTING' ONLY FOOTING SHOWN REPRESENTS LENGTH OF �� _ EACH SIDE OF CUBED FOOTING WITHOUT SLAB. `7 r too. 37948 WHERE SLAB OCCURS, CUBED FOOTING SIZE 3j3110 MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES- SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL & AS IATES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 70123/2007 COMMERCIAL AND RESIDENTIAL ST CTURAI ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 JO psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 24 OF 29 REVISED BY: K.K. 8 D.P. 10 # L.L. 90 MPH I 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales�duratum.com