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10-1072 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: -10-00001072 Property Address: 61760 SAPPHIRE LN APN: 764-280-999-67 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 3059 T4ht 4 4 Q" Applicant: Architect or Engineer: r I� BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: JOHN THELEN 61760 SAPPHIRE LANE LA QUINTA, CA 92253 Contractor: VALLEY PATIOS 37897 CHESTERFIELD STRE BERMUDA DUNES, CA 92203 (760) 534-463.4 Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/18/10 OCT 1 s 2010 El CITY OF LA QUINTA Ft:1tA ,21nC SPT. ------------------------------------------------------------------------------------------------- ' 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 Passionals 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 : C51 /' Licen a No. 937811 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is pp�� Date: V i Contractor • issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor / Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -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 E) MPT Policy Number EXEMPT following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to 1 certify that, in the performance of the work for which this permit is issued, 1 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 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 and agree tha ; if I should beco subject to the workers' c pensation provisions of Section 700 of Labor Code, I i omply with t e provisions. //3/� VDe: not more than five hundred dollars ($500).: 0I t 1(r,/ pplicant: any applicant for a permit subjects the applicant to a civil penalty of 1 _ 1 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 who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: X ' LQPERMIT WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that 1 have read this application and state that the above information is correct. I agree to comply ith all city and county ordinances and state laws relating to building constructio and hthorize rePre atives o/f/tpis/cou7tty�t enter upo 'the above-mentioned property for inpur s Date:[ / �V nature (Applicant or Agent): Application Number . . . . . 10-00001072 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3059 Expiration Date 4/16/11 Qty Unit Charge Per Extension BASE FEE. 45.00 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ------------------------------------------------- -------------------------- Special Notes and Comments 230 S.F. ALUMAWOOD LATTICE SHADE STRUCTURE AT REAR OF SFD. 2007 CODES. ---------------------------------------------------------=------------------ Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 J 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 1.50 .00 .00 1.50 Grand Total 105.45 .00 .00 105.45 LQPERMIT Bin # Qty of LA Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # l `O Project Address: to Rb Q Sa 1 re Cit Owner's Name: A. P. Number: Address: to -7 bo 54 ve LA Legal Description: Contractor: a- a)n Q 5 City, ST, Zip: L, l.&j Telephone: `72753 Address: 7� l/t'\es ZLdI Project Description: G� -741j. ( l eA— r City, ST, Zip:�✓ld f D C '27-103 -103 Telephone: 76 b 5-3-f rr ` 163 ' 't" s SIM 1.. - 2 J 0 State Lic. # : I Arch., Engr., Designer City Lic. #;' Address: City., ST, Zip: Tele hone: f • �ti >• `••�•:<•.,;> ", ,: ,w.f" Construction T e: Occupancy: State Lic. #: project type circle one New dd'n Alter Repair Demo Name of Contact Person: � 2,50 Sq. Ft.: 5 # Stories: ( #Units: Telephone # of Contact Person: Estimated Value of Project: -+ APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A,LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees --Pa-ku eewr TRILOGY AT LA QUINTA H.O. CONDITIO S OF APPROVAL Property Address: �f' �� 1�� Date Reviewed: TOO I i Ito Conditions of Approval Your plans have been approved, provided that you meet the items checked. below and all work is consistent with the Design Guidelines dated April 20, 2005, contained in the TLQMA Handbook: 1 The patio cover material must be Alumnawood or other similar wood like construction. Roo fuhg materials shall match the roof material of the dwelling or be open wood lattice 2 3 The color of the patio cover matches the home's stucco, tri, accent, fascia or white. Any patio cover or awning to be installed and attached to the home must be installed in such a manner that it does not compromise the integrity of the water permeability of the home. 4 Due to the patio covers size it must constructed with variable heights or must be constructed in two sections with a separation in between 5 The size of the patio cover is limited to the size of the proposed patio slab. 6 The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with the home. Please submit a sample of the fabric. 7 Obtain services of a state licensed professional for consultation. - ' x1 8 Obtain necessary building permits from the city of La Quinta, meeting setback requirements per city. code --and- - maintain the.existing drainage. 9 Maintained positive drainage in accordance with the Trilogy Design Guidelines (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 drain needs to terminate in the grass swale and be flush with the turf . 12 Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes7 1 equipment shall be located, screened, or recessed in a mariner so as to*noi be viewable from any lot or street and the, noise from the cquipmcnt attenuated fro the adjacent property owners. Pool set backs are 6" for harscape and 18" for waterline. 13 The color of the proposed concrete is natural of a neutral tone. 14 Rear yard may not exceed 70% hardscape and must have a minimurn of 3096 softscape, measured from the rear building face of wall to the side property lines. 15 Proposed planting meets with the Trilogy Rear Yard Minimum Planting Requirements standards and all plants are included on the Revised- Approved Plant List contained the Design Guidelines. 16 ' The proposed wall or iron work to match the existing developer retaining wall in material, style and color or shall be the Frazee Paint color specified in the guidelines. - 17 Replace block wall per Shea Homes standard -block wall specification, if removing any portion of block wall to gain access to rear or side yard (requires inspection of rebar before cap is installed). 18 Refer to Exhibit "P' in the.Design Guidelines. (Block Wall Design). X 19 When work is completed, please submit Notice of Completion form attached! 20 Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only) 21 All contractors must meet the Association representative prior to commencing construction. 22 Resubmit showing drainage flow/plans. X 23 See notes on plans (if any) 24 An independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard. Notes HAASSOCIATIONSMflopy of Lo OiunIMARCHITECTURAUORC Fw s%Conckfi a of App waf [/ �� Ll�/�CjC .-� ��S �� /L /� ,•� . a w TOM CAMPBELL& ASSOCIATES, INC. "^r - • Commercial and Residential Structural Engineering. `: r 5331 Galloway Street, Alta Loma,''CA 91701 - (951) 741-2107 •April 19, 2010 _. � � •' •• - • •'. , '+ , , Building Official _ Local Authority Having Jurisdiction ` j • . l RE: Duralum Products, Inc. Patio Covers Design Parameters - F 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 2005 Aluminum Design Manual, ADM-05. y The standard plans accompanying this letter must properly identify all'site=specific: information necessary for plan submittal to the'local authority. having jurisdiction by , highlighting those structural framing member sizes and details relevant to the patio_, cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. - Please contact me at (951) 741-2107'or at ticampbell(a_charter'net should you' require additional information. Q�UF4ss/o Sincerely, R ` U3 No.37948 m f cs Exp. 3131/11 Tom Campbell, PE �. ; w_ = rqr� cIVIX,FCA Site .Information , Owner's Name ��f-i L�L� 1�7 'r '• Address City/Town w State 110'-8" 54'-10" PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNINGCODES :'� J U L 15 2010 1 F THE DESIGN COMPLIES WITH -THE -2006 -INTERNATIONAL -BUILDING -CODE, -2006 INTERNATIONAL RESIDENTIAL -CODE; 2007 CALIFORNIA BUILDING CODE, 'ASCE/SEI,Z-05-MINIMUM_DESIGN.LOADS_EOR_BUILDINGS AND OTHER_STRUCTURES AND THE 2000 & 2005ALUMINUM MANUAL -ADM 1-00-& 1-05 RESPECTIVELY. 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 CBC & 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 BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 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 AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 21. 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: 22. 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. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. 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 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).- 25. 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. 26. 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. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ([CC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISF N(-)TFn DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). 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. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2. 13. COMMERCIAL APPUCATIONS - CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES 8 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: DATE: 5I05I2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY' K.K. & D.P RANCHO CUCAMONGACA (951) 741-2107 , GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 Rn 1nnA i 70 MPH mim d57-7071 FAY dn:LKtR calncrAiAnnL,m rnm RAFTER.TABLE FORORSI SIZE AND SPACING \ MAX. PROD. SEE SCHEDULE SEE SICHEi T OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE VITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVE RAFTER, SEE TABLE FOR SIZE AND SPACING . HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES Fk"S7i4,C NOTE: THIS OPEN LATTICE -TYPE STRUCTURESEMS . PROJ. IE BVVZO�C MAY NOT BE ENCLOSED OR COVERED. RAFTER, SEE TABLE \ FOR 512E AND SPACING ?S% 01 MAX.O.H pOSFR 25% OF SP TSp C t1CiOG � q$ - POST WITH PLATES SEI J 12' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. V SEE SCHEDULE FOOTING WHERE REOUIRED. 'oFJ SEE SCHED. FOR FOOTING NOTE: THIS OPEN LATTICE -TYPE STRU A� a MAV NOT BE ENCLOSED OR -0 C' NOS: THIS OPEN LATTICE -TYPE S' MAY NOT BE ENCLOSED OR No.3 y4n TH OF STRUCTURE VARIES \ L 151010 SFF Cit CH COMPONENT IS INTER - LE WITH ANY OTHER � NT UNLESS OTHERWISE SHOWN. HEIGHT MAX. PROD. SEE SCHEDULE EYjSlN II II POST WITH SIDE- fIi'lllll'illlll PLATES SEE TAIL 312'SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 AMY NOT BE ENCLOSED OR COVERED. SFFT9g�FCµ,G DRAWN BY: K.K. „c`'" SEE POST DETAI LENGTH OF STRUCTURE VARIES p QS UVE LOAD = / POSTCR SS-6ECTIO , SEE POST OET L NOTE: EACH COMPONENT IS INTER- °QY CHANGEABLE WITH ANY OTHER SFFT pqC� COMPONTENT UNLESS OTHERWISE SHOWN. �iF G I� OPEN LATTICE -TYPE PATIO COVER SCALE: NTS MAY BE USED TOC FOOTING. SCHEDULE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE SFF T�[gC�1G F NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. osT SFFT� qCV cF MAY SLAB ABED TO CONSTRAIN SCHEDULE EE FOOTING WHERE REQUIRED 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 8 ASSOCIATES, INC. UVE LOAD = I PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 PSI I DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY, K.K. B D.P RANCHO CUCAMONGA. CA (951) 741-2197 STRUCTURES HORIL. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 - 90.100 8 110 MPH I01A1 A59.Trol FAY 4X4-15,10<nl..�mi H,�.�Aun rn... SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL AYp SH h OF STRU ROOF PANEL THF p qLl NO CTURE SEE FOR SPANS RO�ECTIpNlFEAStT AN O. SPAN SeD "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE —� : K.K. TOM CAMPBELL d ASSOCIATES, INC. !'OST OPTIONAL: CANTILEVER BEAM o SD. POSTS, SIZE VARIES SFE SCHEp� SE SCHEDULE FOR p0$T SP SEE SCHE C/NG S POST POST Sp SEF S qC//yG 3 1/2" SLAB ATTACHMENT 0•H. 150 ' MAY BE USED WHERE ALTERNATE: OF C SpgN CHEDULES PERMITTED. SINGLE POST 3 1/2" SLAB BE USED5� 8269 ALPINE AVE., SACRAMENTO, CA 95826 11PIAl SEE SCHEDULE SEE SCHEDULE 3 1/2" SLAB MAX. HT.= 12' TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE % ` NOTE NO AT TH LICE POST AND APEND BAYS IS ALTERNATE: SINGLE POST SEE SCHEDULE FOOTING WHERE REQUIRED ✓ SEE SCHEDULE QUO Q`S FOR FOOTING CUBE SIZE O� OST D AT END BAYS. NOTE: EACH COMPONENT IS INT CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWI OWN.No. T/f7C It 11 ATrA 0�11r� 2t . C:vn ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN (AIA y I yOT BE FNClOSF0) ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN m SEE DETAIL FOR SPLICE - U = SQ. POSTS. SIZE VARIES 3 12" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' 1 ATTACHMENT CHANNEL SEE DETAILS —, MIN. 0.25" SLOPE PER FT. WHERE REQUIRED DULE FOR FOOTING CUBE SIZE JUL 15 2010 r "n" A T A i I r— . w ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. S ' "KE VgR/ES (Mq y! yOT BF ENCLOSE01 SEE DETAIL FOR SPLICE : K.K. TOM CAMPBELL d ASSOCIATES, INC. SEE DETAIL FOR SPLICE J LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SO. POSTS. SIZE VARIES p0$T SP SEE SCHE C/NG OPTIONAL: CANT EVER BEAM SEE SCHEDULE FOR COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST Sp SEF S qC//yG OPTI NAL: CANTLE SEE SCHEDULE FOR DURALUM PRODUCTS, INC. DOLES POST SPACIN = SQ. POSTS. SIZE VARIES CHEDULES PWjST SPACING 3 1/2" SLAB BE USED5� 8269 ALPINE AVE., SACRAMENTO, CA 95826 11PIAl O,H '� 1ALTMAY OF 3 1/2" SLAB 0'N 11 159" T TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE SpgN N 0 SPLICE AT MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE ALTERNATE: SINGLE POST SEE SCHEDULE OF SP C 0 NOTE '40 SPLICE IS OST DAT END BAYS.NOTE OST D AT END BAYS. FOOTING WHERE REQUIRED —/ FOOTING WHERE REQUIRED __j SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING Mt H TISPAN W]rANT11 F\/FR ()PTIOKI : K.K. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 120 09 IMREVISED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOUD PANEL 10, 20 8 70 P31 DURALUM PRODUCTS, INC. NE Y: K.K. b O.P. RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURESHORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 11PIAl SHEET 2 OF 30 90. 100& 110 MPH A57.7n71 FYx Ani151A ewi..af.n.nh.m mm RAFTER SPANS FOR OPEN LATTICE COMMERCIAL &PATIOS / 3" 6.5" MAX. 2" 024" 032" .042` .� .024 ALUM. ALLOY 3004-H35 .032" OR EQUAL ?'SEE NOTE B L.L.= T' a z (PS) (IN.) a o 16" 16" 1� .032 24" 16" .042 24" 16" .024 24" 16" 20 .03224" 16" .042 24" 16" .024 24" 16" 30 .032 24" 16" .042 24" 90/100/110 MPH EXPOSURE B & C Xp• 9131 11 * L 3.0" 8.0' V ALUM. ALLOY 3004-M36 OR EQUAL (FT.) 6 1l AFTEIR ), 100_& 110_M .L.L.= (POSURE-B-&-C� ALUM. ALLOY 3004-H36 6 1 7 1 8 Z5 DBL. 2 x 6 1/2" RAFTER 8 90, 100 & 110 MPH m o EXPOSURE B & C (PSF) "T' (IN.) 10 .024 16 21._1„ 14'-11" 12,-2" �t Y 3 x 8" RAFTER 24" 17'-2" .032 16" 28'-6„ 20,_1,• 16'-5" 110 MPH EXP. B& C 24" 23,_3„ 24'-10" 6 6 .042 .024 16" 15,_3„ 24" 12'-5" 20'-3" JUL15 �a�o 20 5 6 6 24" .032 16„ 20,_7„ 101_101. 'QPpFESS/�N 14,_7„ q�tnoz4 A�1� 11 12 10 24" — 7 7 8 8 16 24"18, -0"Z m m.032 14,-8„ a r 13 14 4' 16" 181-6„No.37948 24 15._1„ 90/100/110 MPH EXPOSURE B & C Xp• 9131 11 * L 3.0" 8.0' TABLE - CLEAR SPAN (FT.) 042" ALUM. ALLOY 3004-H36 6 1 7 1 8 OR EQUAL NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED SEE NOTE BELOW AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 16'-2" 20 21 m �' N o 3 x 8" RAFTER 5 5 L.L.= (PSF) "T' (IN.) 90 & 100 MPH 110 MPH EXP. B& C EXP. B EXP.0 6 6 .042 161,28'-5" 9 10 28'-5" 27'-8" 2' 5 6 6 24" 23'-2" 23,_2„ 22,-6„ 11 12 10 3' — 7 7 20 I '042 24" 16'-9"16-916' 916' 9" I '042 1- 1- 30 24 15-1 15'- 15-1" PROJECTION— SPAN O.H. TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN r O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN h Xp• 9131 11 * L WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 1 7 1 8 101-8„ NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED 13 14 15 AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 16'-2" 20 21 13'-2" 3 4 4 20 I '042 24" 16'-9"16-916' 916' 9" I '042 1- 1- 30 24 15-1 15'- 15-1" PROJECTION— SPAN O.H. TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN r O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN h TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 1 7 1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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' — — — — — 1 11 11 1 12 12 13 13 14 14 15 15 16 20 I '042 24" 16'-9"16-916' 916' 9" I '042 1- 1- 30 24 15-1 15'- 15-1" PROJECTION— SPAN O.H. TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN r O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN h DRAWN BY: K.K TOM CAMPBELL 8 ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30'.' DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY' K.K. 8 O.P. 90. 100 8 110 MPH 141F1 AF7.7n71 PAX AlL0.11,10 SHEET 7 0F 30 PANEL FASTENERS 90/100/110 MPH EXPOSURE B &'C 24" 24" TRI -'V" PAN L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S. IL- XJ uc VV rHNtL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 I #14 S.M.S. I #14 S.M.S. I #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER JUL 15 2010 CT L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 6" / 8"x2 1/2" FIAT PAN W/(2) -V'S 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 psf DURALUM PRODUCTS, INC. lmm REVISED By K.K. A D.P RANCHO CUCAMONGA, CA (951) 741-2107 PANEL FASTENERS HORIZ WIND = 6269 ALPINE AVE, SACRAMENTO, CA 95826 90. 100 & 110 MPH d57 ?n7i FGY df1:L1510 SHEET 6 OF 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" WALL FASTENERS 06 SEE TABLE 300" 1.50" 1= 0.04" 010"x90" 202" .25"R .05' (2) DIA.N14 SMS (ID PANEL LOCKS OR A8 SMS N ' .563" 281" AT EA. CONTACT `O WALL " .20 — FASTENERS -t CONTINUOUSA-RAIL AL 6063 T60Y ROO'p ANEL <' (WHERE OCCURS) O F AL6063-T OY 060" y 6063-T6 175" A B 014 SMS @ EA. CONTACT ROLLFORMED HANGER EXTRUDED HANGER CHA EL O R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \ ALUM. PANEL 2x O� 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION WIND' DESIGN 90 100 110 WALL CONNECTION 1 HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) 2.740" AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 A BorD BorD E E E J J K BorC BorD BorD E E E J J K D BorD BorD E E E J J K It T=.060" J w --x}}04' wQLU C=7/16"0 x 1 1/2" @ 10" D.C. 5•• WALL FASTENERS o x 4" @ EACH STUD SEE TABLE F=7/16" O x 4" @ EACH STUD 16,_8" 13,_10„ O 2'-0" 11'-8" 8'-8" 5'70" x 1' 6" 10,_8„ 8'-3" APPROVED 3" OR 4" A ALUM.ALLOY INSUL ROOF PANEL 0 6063-T6 17'-6" 14'-0" I.R. HANGER 2"x8" FULL 24" G.C. C 28,_3„ #14 SMS T&B {-- 1.880" AT 12" O.C. AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 A BorD BorD E E E J J K BorC BorD BorD E E E J J K D BorD BorD E E E J J K It A=3/8"O x 1 1/2" @ 12" O.C. ZZ B=3/8"O x 1 1/2" @ 8" O.C. wQLU C=7/16"0 x 1 1/2" @ 10" D.C. Wwo}_ �v/I- D=7/16"O x 1 1/2" @ 12" O.C. E=318"0 LL=30 x 4" @ EACH STUD 16" O.C. F=7/16" O x 4" @ EACH STUD "J=3/8"Oxl 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE "K=3/8"Oxl 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 EXIST. RAFTER DRAWN BY: K.K ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2' x 4"V-15" FULL OR 2 x 4 FULL 16" O.C. 10, 20 d 30 psf 16,_8" 13,_10„ V-21" 2'-0" 11'-8" 8'-8" 5'70" 24" O.C. 1' 6" 10,_8„ 8'-3" 5'-6" 2•-0„ T -O" 4,-6„ T -O" 2x6" FULL OR 2'x8" NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" 9'-6" 2"x8" FULL 24" G.C. 2'-0" 28,_3„ 25•-0" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY Q No.37948 r ; p•3 i1 �UL 151010 1 1 1/2" �10# L.L.=(2)# 14_SAAS EA SIDE �'20IV30#L.L.=(2)#1'4 SMS EA. SIDE 3/16" U -BRACKET 8 0 STEEL _________—_ 0 1/4"0HOLES.TYP. �•-: " 3/4' OR 1 1/2" 0 NOTE: PROVIDE WATER 81))_0 PROTECTION METAL FLASHING �!' 1 2" x 6 1/2" OR O rCAUCK JOINtS AND SLOPE 5" MIN. 3" x 8" ALUM. v 1 TO DRAIN I RAFTER TYPICAL BRACKET AT EVERY 2x 1 1/4" _— l4"OR11/2_—__ \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING SAVE LENGTH "L 216 OR 2" LEDGER EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=2 ppst RAFTER EACH 7/16"0 x 3-1@" LAG SCREWS L.L.=20'ANO 30 psf }914x1 314" MIN. PENETRATION INTO (3}f114x3 12" W.S• PATIO COVER (STING WOOD STUD) CRAFTER' TO WALL -CON ECT -10 O NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET BE O BRACKET CONNECTION BELOW W MOUNTED W RAFTER W/ DRAWN BY: K.K TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 d 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BV K.K. b O.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND BRACKET ATTACHMENTS HORIZ. WINO = 8269 ALPINE AVE., SACRAMENTO, CA 95826 $HEFT 8 OF 30 90. 100 8 110 MPH rutat e5�-7mt FAx dni-1510 ""L"enn�"..h n., ten". COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS �r3- ��-, 3 00 SQ. I - - \ 3.00" SQ. (, 3.00"SQ. ''',�� 024" - #10 SMSA 113'00" (` �I .032" @24"O.C. ---11.00�f I EA. SIDE H=3"SQ.xt=.250, C s ' H075-. o 4"SQ.xt=.18 8 3" 032" 14"R =5"SQ.xt=.168" fLUM. TYP .040" ALUM. E032- 5 , .048"STEEL 3.0".4.0'=- 5/ " 4.0"O 5/8" PASTIC PL`.2�_rOF 1 EO 3" SQ. ALUM. POST Q •SQ. A POST . '�` O • -0 _M. Pub I MAG POST SQUARE VUITWSIDE: PLATES D 3" SQ. ALUM. POST STEEL POST JUL15 2010 ALUM. ALLOY 3004-H36 e-3"`SQ. STEEL POSTt J —ALUM. ALLOY 3004 H36 — y ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40 ASTM A653 GRADL 4UpFESS/p ALUM. ALLOY 3.00" OR 2 0" Q S Cq 6063-T5 2.40" 1.375" rk 7/16"OHOLE .56" 2 FLANGES xz Q G, 21/8"APART r m 0 0 .75" 11zs^Z 2.5" w No.37945 m ASTM GRADE 36 STEEL . d Exp -3/31111 "o .75" .75" BASE FLARES * 157" TO 3"WIOE EA. ,q �P 1.60" TY _ __ _:5xSIDE OF FLANGES T F 1.5 USE FOR W INSTALL WASH. PLATE 090" _r POST ONLY 5.50" 1%B x 5/16"x 534" WHEN USING Qc 1-7/16"0 HOLE IN 110 MPH WIND AREA rk 2- 5/16"0 HOLES $TYP. EA. SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP. 6„ (3)-3/8" LAG SCREWS OR 2 1/e" z 1/e" 4 -1/4" LAG SCREWS "T' BRACKET J (2.5" PENE. INTO EA. STUD) 7/a" @ 3"SQ. POST W/ 3" _ c 1 2„ SIDE OF POST R 7' SO. ALUM POST 6., I 1' 1/4" M.B. THROUGH I POST I 3„ _� 7 GA. PL. (.18") I 11116"0 ROD 3/16" 1/6" 2 I 1040 STL. STEEL PARTS PAINTED20• b RUST-O-LEUM' OR EQUAL 20 3"SQ.POST BRACKET: 3",_3' OR HOT DIPPED GALVANIZED 2 12'x 2 1/2' (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 3/ a„ 9"x16x7 GA. STEEL 3" x 8" AlUM. HEADER NOTE: ASTM A36 TE "H" BRACKET SINGLE PASS WELDED MAY BE USED WITH _. SOIL ANCHOR _ NTED 3"SQ. ALUM. POST 'RUST -OE UM OR EQUAL HEADER BRACKET NOTE: ONLY. ORORHOT DIPPED GALVANIZED ELECTROPLTED STEEL FOOTINGS AND SOIL ANCHOR TO BE SINGLE PASS WELDED �� USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. STFFI FnnTINC; \ 6 / DRAWN BY: KK TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009COLUMN COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING / 10, 20 d 30 pst DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (95 1) 741.2107 POST TYPES HOR12 NAND - 6269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY' K.K. d O.P. 90. 1009 110 MPH 101A1 457-7n71 FAY dn3-151Q cclwdMA,ual,im r v., SHEET 9 OF 30 3"SO. POST / COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS G SO. 18" DEEP ALUM.T13RACKET USE WITH 18" 18" SO. 12" 20" POST TYPE B.C.O. OR E 12" STEELPOSTONLY: 25" SQ. -r BRACKET STEEL.-rBRACKET USE WITH POST TYPE BCDEFGHJ R 28" SQ. USE POSTjY.PE(3)-5/8"0 BOLTS WSO. POST W/ ,.,.,.,OK. 28" I F. G, H, J OR K _ FOR POST TYPE J (2)-412 SMS EA. SIDE 3' SO. POST ALUM."T"BRACKET: USE (2)-3/8-0 HILTI BOLTS 28" I 43" SQ. OF POST OR 1/4" M.B. THROUGH KWIK OR EQUAL STEEL."T"BRACKET: 12 DEPTH OF I i (2)-12"0 BOLTS POSTUSE SEE NOTES BELOW (2)-3/8'0 HILTI KWIK FOOTING OR I I FOR ALL OTHER 40" BOLTS OR EQUAL 12" MIN. EMBD. i CONDITIONS (2)-3/8"0 HILTI "KWIK" (2" MIN. EMBEDMENT DEPTH 69" SQ. 43" BOLTS, OR EQUAL, EACH FOR KWIK BOLTS Af i I BRACKET TO SLAB. T_O.C_ MINIMUM DISTANCE TO — EDGE OF SLAB = 2-1/2" - w Iff I w o DE TH a U) SLAB SHALL BE IN POURED CONCRETE , t„::'. 2 U GOOD CONDITION ` FOOTING SEE NOTE a rn •�:t.:::�':� o SO. POST (STL.) #74 FOR SIZE x(1)=42"0M.8. 3 1/2" MIN. SEE FOOTIN x9” LONG, 1" SQUARE OR 4" SO. POST (STL.) SCHEDULE QUAR FROM END SEE FRGS, INSERT - EXISTING _ �SCHED. OF POST - EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING 8O �' O PL.5/8"THK. SQUARE POST EMBED. +INTO FOOTING 1 12' ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18" DEEP ' CUBE FTG. 18" 18" SO. 12" 20" 21" SO. 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" SO. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64" SQ. 41" 44" 69" SQ. 43" CUBE FOOTING W/ 3 12" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23'& 24" CUBE (2)-12"0 3 1/4" 25" - 30" CUBE (4)-12"0 3 1/4' 31"- 34" CUBE (4).518"0 4' 35' - 39' CUBE (4)-3/410 43/4' 40"- 42" CUBE (4)3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BM. WANSERT, MAG. BEAM. 4" OR 7" I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X X" X 0' -SK" AT STEEL "T" 6RACKET. 3. POST TYPE F DO NOT USE STEEL "T" JUL 151010 BRACKET W/7" I -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED B 1 12" INSERT X.188" ASTM A3, STEEL WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SO. x 5/8" B. C. 0, F. G. & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8"' STEEL PER I.C.C. ESR -1917 OR EQUAL ( 4 3/4" EMBEDMENT DEPTH) DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGSURFACE COLUMN MOUNT 10, 20 & 30 psf DURALUM PRODUCTS, INC. REVISED BY: K.K. B O.P. RANCHO CUCAMONGA, CA (951) 741.2107 AND EMBEDMENT HORIZ. WIND = l(QlF;14.q7.7n7I 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100& 110 MPH PAY ent.t5t9 SHEET 10 nF 30 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" 2.00" 1 79" GUTTER EXT. CLIP GUTTER EXT. CLIP SPLICE WHERE OCCURS SPLICE WHERE OCCURS 3.100" SQ. 1 • - SPLICE WHERE OCCURS tO 73" 2.57" 2.19" 2.08" T 2 93" 4.s z.04" - T YP. 2.00 TossYP. 4.6' .075• TYP. 14"R TYP. 48' a.0000• .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004 -H366063 A 2.7" ALUM. ALLOY -T6 O ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 O ASTM A653 GRADE 40 (E)_ 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 4' 3.0" T' rJ r'7 SPLICE WHERE 4" OCCURS _ 070 SPLICE WHERE OCCURS 2„ I 1—T .024" y �-- .032" MAX. 2" —� f .042" 6.0" TYP. .110" TYP. .042" .032" ALUM. ALLOY 6063-T6 F ALUM. ALLOY 6083-T6 O ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL 4"�BEAM� 7" 1 -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM K 3 x 8 BEAM O �0 1.25. ALTERNATE STEEL C -BEAM FOR ALUM. i -BEAMS 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM r 3„ g.. AMAX. -� 3" r-- �L 25„ Iy f— .042" 8" I _ •042' T=14 GA. %•675" ASTM A653 GRADE 50 7" I-BEAf�V r� 3 1/4" x 12 GA. STEEL C -BEAM �FESS� I / LJUL 15 Q� �S�•Cq "9l 2010 ALUM. ALLOY 3004-H36 -� OR`E•OUAL - - O ALUM. ALLOY 3004H36 OR EQUAL II .625' L 2 875" F ^S ~ 1r 1T1 N0. 37948 3 X 8'13EAM S_T_LANSER O 3 BEAM O 'k W/ - DBL. 3 x 8 BEAM x 8 STEEL INSERT CAL DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOA COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE BEAM TYPES ItAlA14.R1.1.11 RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 11 OF 30 REVISED BY- K.K. B D.P. 90. 100 8 110 MPH FAY a11i-IEtG a=I.a61.A,w1„m .n... .'SQA BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA TOM CAMPBELL 8 ASSOCIATES, INC.uVE Logo = ( WOOD, ALUM. OR HARDBORD) 3" x 8" x.042" BEAM, DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 3" SQ. STEEL OR MAG BEAM. \)-#14 S.M.S. EA.'SIDE (4) -TOT. - SCALE: NONE REVISED BY- K.K. 8 D.P #14 S.M.S. TOP & BOTT. (2) -TOT. 2414 x 12" S.M.S. EACH SIDE OF 3' O. POST (4 TOTAL) HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 #14 x 112" S.M.S. TOP - NATE: 1/4'0 BOLT W/ WASHER 6 BOTT. (2) -TOT. 1 1/4" DE OF 3" SO. POST5 r /p1fl aF�.7mt Fpx A(I.L1A10 c=I"caara,rnnun _ SHEET 13 OF 30 =ROOF PANEL 4" 6 1/ . + 1.10" ROLLFORMEDOR. .35 j O ) EXTRUDED GUTTER +1 (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET 3' SO. POST TOP 8. BOTT. TOT.=16 014 S.M.S. @12"O.C. 2.35" - 2- 1" 6 1/2"x2"x .024"RAFTER 2-614 x 12' S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) , ALTERNATE: 114"0 BOLT W/ WASHER EA. SIDE OF 3" SD. POST - RAFTER "TAIL" TO GUTTER - 3"'X 3"ALUM. OR STEEL POST 3.00" 3" SQ. POST - OR .240 14 3125 GUTTER FASCIA H - BRACKET TO POST 2. 2 I -2 x RAF 1 MAG BEAM 3 SO. POST 1 3"SQ. STL. BEAMLUM�ALLOY3003-H24 r ALUM. ALLOY 3003-H24 1HT 50" 1.5001 s 1 1/2" t =.040" 6063-T6 L .� 3 2•• 28" L 2.. 4 " _ t = .040" 3004-H36 ALI - a r . 4 • ,��' _ -..018 - T` " 4 - #14 x 3/4" TEK SCREWS ��BE. BRACKET TO RAFTER 2"x3' LATTIC* 1 1/2" SQ. OR P2 w2" MIN.' '+ ( 2" LATTICE TUBE o 6 x z'sMS 2 1/2 l�U� 1 2�� ?VOFESS�ON _ OR 3 1/2", IYP. 1- o 1 1/2" OR 2" SQ. OR 2"x3" LATTICE <(/ .O O J _ _ Q 3"O.C. MIN. UP TO-7"O.C. MAX.co C7 f - rr-• Z 2.750' _,RAFTER c. N0.37948 Ifi � " 1 LATTICE TUBE TO•RAFTER _ s, Xp 3( 1 * 4)„�#14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" - i BRACKET TO BEAM - 1=7=il "U BRACKET RAFTER TO;BES 15 SCREWS ' DRAWN BY: KK _ TOM CAMPBELL 8 ASSOCIATES, INC.uVE Logo = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 20 8 30 pil DURALUM PRODUCTS, INC. - SCALE: NONE REVISED BY- K.K. 8 D.P RANCHO CUCAMONGA. CA (951) 741.2107 ATTACHMENT HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 & 110 MPH /p1fl aF�.7mt Fpx A(I.L1A10 c=I"caara,rnnun _ SHEET 13 OF 30 SPLICE DETAILS 11 SIMPLE SPLICE FULL MOMENT ' I I #10 S.M.S. (9 TOT. II #12 S.M.S. II TYP. THICKNESS =.035' (24 TOT TYP THICKN 11 =.035- 6.38" I II II t t t ft -f- + + + tit ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. 3„ TOTAL= (8)-1/2"0 BOLTS �17.........................................T 1....................................................................... `JUL 15 SPLICE WHERE OCCURS 4" 6063-T6 II --1 6" 1 " IF -- 4" I -BEAM T-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WHI OCCUI ALUM. ALLOY 6063-T6 7" I -BEAM Mf)MFNT C -SPI ICF BEAM TO POST DETAILS (2VALLEY, TYF�. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY I $Q. POST,CONNECT WEB (6061-T6) ALTERNATEI)! I TO POST W/(2)-1/2-0STL. C -BEAM I THRU-BOLTS SQ. POST' 3Si No. 37948 i :\P.3131111 yw #12 METAL BACKED, QQ� NEOPRENE WASHERED TEK SCREWS @ 8-O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL — — — 4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. � TO BRACKET 2- 3/8"0 M.B. THRU STL. -T" BRACKET TO POST. POST, SEE SCHEDULE -- ALTERNATE ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 psl DURALUM PRODUCTS, INC. 115-1-1111-111111 REVISED BY, K.K. d O.P RANCHO CUCAMONGA, CA 51 (9 1741-2107 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 90. 100 8 110 MPH PAY en..t isip am.*e "h,m6,.n rn.., SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION 1 1/2" OR 2"LATTICE LIVE LOAD - BEAM -SPLICE TO 3" SQ. x .032" + (2)-2" x 6 1/2" x .024 W/ (6)-#14 S.M.S. EACH SIDE. #8 S.M.S. - OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ALTERNATE 1/2" DOUBLE RAFTER- I POST. NOT PERMITTED PLUG WHERE BOLT CONNECTIO : . PLAN 2 6,SCREWS I @ 2 -POST UNITS _SCREW IS INSIDE JUL-1 CONNECTIONS ALTERNATE : PER'SIDE I Lo�O • _ 4414 S.M.S. EACH ��"° #14 SMS MAY ...,. s _ . RAFTER TO COL. BE USE AS r t -- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO w (2) 3/8" LAG SCREW ' " 3.5" 3.5" 1/4"0 BOLTS ALTERNATE: 1/2" BOLT ,�, I. 0`7----- --- 1 _ _ 5 8" BEAM mm .3131111 * , I ----- 4.5" 0 6" OR a i I ALTERNATE: 1 6-#14 SMS EA. 2- #14 S.M.S. EACH RAFTER 1E" STUCCO SIDE OR EQUAL _ 3"x 3"STL.POST (24") INSERT ATTACHED 1 O I ALTERNATE: 1 6 1/2" SIDEPLATE EA. � -SMS OR " I (z) -2x6.5" OR #14 EA. SIDE I I SIDE SEE POST SCHED. STUB COLUMN TO DOUBLEHEADER CONN. 2p 3"x 3"STL.POST COLUMN FOR FREESTANDING (2)-3"x8"HEADER TOP;..MID'HEIGHT AND BOTTOM:. :Ted (z)-1/2 3'SQ"POST BETWEEN SIDE PLATES -BEAt-Z TO POST CONNECTfON'"'' 2"x 6.5" SIDEPLATE PO -ST SC W E D"U LE DBL.•RAFTER / DBL. HEADER CONN. 19 LIVE LOAD - �. s 3" SQ. x .032" + (2)-2" x 6 1/2" x .024 W/ (6)-#14 S.M.S. EACH SIDE. 3" SQ. x•.032" + (2)-2" z 6 1/2" x .032 ❑Z W/ (6)-#14 S.M.S. EACH SIDE. - �„/USE�ON,GONC. SLAB,ONtY " USE ON CONC. SLAB OR FOOTING 10. 20 Q 30 psf '[Z- EXIST. : . - .. �. SHEATHING _ JUL-1 CONNECTIONS #8 S.M.S. EACH SIDE '' 8269 ALPINE AVE., SACRAMENTO. CA 95826 Imni4s7.7n7i Lo�O • _ LATTICE 1 1/ � 2" OR 2" a k {. 2"x6" LEDGER (NEW OR EXIST.) ...,. s _ . X s: QAQFES$ QUO Pg l Cq� q!� r t u 2"x6.5" OR 3"x8" RAFTER w (2) 3/8" LAG SCREW " ALTERNATE: 1/2" BOLT ,�, ', ~ N0.37948 r mm .3131111 * , ALTERNATE: 2- #14 S.M.S. EACH RAFTER 1E" STUCCO COLUMN CONNECTION (4 -TOTAL) OR EQUAL _ ALTERNATE: 2.5" PENE.INTO EACH WOOD STUD ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR " CONNECTOR (2)-#14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER ATTACHMENT DETAIL , '- STUB COLUMN TO DOUBLEHEADER CONN. 2p ` DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE:: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 Q 30 psf '[Z- DURALUM PRODUCTS, INC. SCALE: NONE NONE REVISED By K.K. 8 O.P RANCHO CUCAMONGA, CA (951) 741-2107 CONNECTIONS 6,, WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 Imni4s7.7n7i 90. 100 8 110 MPH SHEET 14 OF 30 r DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES. INC. 6.5" ROLLFORM 4" I -BEAM PATIO COVER SYSTEM AS MFG. BY: 4.5" / MAG GUTTER MAG BEAM OATS:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE 3" SQ. STEEL BEAM � H m o iE MAX.COL. SPACING ON SLABST MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING FTG. MIN. FTG MIN. POST POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED 7GMp,IN.FTG YPE (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.MIN. (IN.) POST TYPE FTG 'POS (IN.) MIN. TYP 4' 17'-0" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 13'-10" 32 F 19 B 12'-7" 32 F 19 B 13'-7" 32 F 21 B 5' 13'-7" 12'-4" 32 F 20 B 16'-3" 32 G 22 B 12'-5" 32 F 20 B 11'-8" 29 F 20 B 12'-2" 32 F 21 B 6' 11'-4" 11'-3" 29 F 21 B 14'-11" 32 G 22 B 11'-4" 29 F 21 B 10'-10" 29 F 21 B 11'-1" 29 F 22 B 7' 9'-8" 10'-5" 29 G 21 B 13'-10" 32 G 23 B 10'-6" 29 G 21 B 10'-0" 29 G 21 B 10'-3" 29 G 23 B 8' 8'-6" 9'4" 29 G 22 B 12'-11" 32 G 24 B 9'-10" 29 G 22 B 9'-4" 29 G 22 B 9'-7" 29 G 23 B 9' T-7" 9'-2" 29 G 22 B 12'-2" 32 G 24 B 9'-3" 29 G 22 B 8'-10" 29 G 22 B 9'-1" 29 G 24 B 10' 6'-9" 8'-9" 29 G 22 B 11'-7" 29 G 24 B 8'-9" 29 G 22 B 8'-5" 29 G 22 B 8'-7" 29 G 24 B 11' 6'-2" 8,4, 29 G 23 B 11'-0" 29 G 25 B 8'-4" 29 G 23 B 8'-0" 29 G 23 B 8'-2" 29 G 25 B 12' 5'-8" 10'-6" 29 G 25 B 7'-8" 29 G 23 B T-10" 29 G 25 B 13' 5'-2" 10'-2" 32 H 25 B 7'-4" 32 H 23 B T-6" 32 H 25 B )4' 4'-10" 9'-9" 32 H 26 B T-1" 32 H 24 B 7'-3" 32 H 26 B 15' 4'-6" 9'-5" 32 H 26 B Jun 5 6'-10" 32 H 24 B T-0" 32 H 26 B 16' 4'-3" 9'-2" 32 H 26 BE SS/ 6'-8„ 32 H 24 B 6'-10" 32 26 B 17' 4'-0" 8'-10" 32 H 27 B Q� Q,S CA �p 6'_5" 32 H 24 B 6'-7' 32 H 26 B 18' 3'-9" 8'-7" 32 Fi 27 B r rn 6'-3" 32 H 25 B 6'-5" 32 H 27 B 19' T -T' 8'-5" 38 H 27 B 3/31/ 1 6'-l" 38 H 25 B 6'-3" 38 H 27 B 20' 3'-4" 8'-2" 38 H 27 B 11 �,i 5'-11" 38 H 25 B 6'-1" 38 H 27 B POST F MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" V 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. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES. INC. SOLID LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: OATS:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE FREESTANDING POST SPACING TABLE t0, 20 d 30 P sl DU RALUM PRODUCTS, INC. 1141MAS7.711711 REVISED BY: K.K. d O.P. RANCHO CUCAMONGA• CA (951) 741.2107 AND ATTACHED HORIZ. WIND • 90.100 & 6269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 15 OF 30 110 MPH F6Y AMARIp „I.,rmn,,.,u,m n,,., 111111e1 - "M T-9" . T-3" - - _EREESTAND&_ATTACHE=D=OPEN=LATTICErPA'TIOS12 J DBL. 3"x8"x.042"BEAM _ ., 34 J - -R_L� OESS. - T-5" - EXP-.�B�& C 1¢- 0 o �� OZm cv — g ¢ - 2 n. Z 2 rn O 3" SQ. STEEL BEAM J. - DBL.2"x6.5"x.032" BEAM OR 3"X8"BEAM 3"x8"=6EAMw/INS.ERT e ` -� 20• 0 O F FOR ATTACHED PATIOS MINIMUM NO. OF POST .TYPE D FOOTNOTE:' MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. 38 MAX.POST SPACING FREESTAND ATT. MAX POST SPACING FREESTANO ATT. FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MOST TYPE FTG. (IN.) FTG. (IN.) POST TYPE FTG. (IN.) POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C 4' 1 T-0" 14'-4" 32 G 17 19'-2" 5' 39 G 21 16'-4" 34 G 20 29'-1.1" 39 G 23 s• 12 2 2 2" 5' 13'-7" 13,-4„ 32 G 18 17'-216,-s . 34 G 22 14'-8" 34 G 20 �_ „ 2s" 9 39 G 24 7. 2 3 2 2 11-4 12'-6„ 32 G 19 15'-8" 34 ALLOWABLE SLAB SPACING 22 13'-4" 34 G 21 r z4 -s' .: _.,1 39 G 24. , E e 2 3 2 2 ` 7' 9'-8" 11'-7" 29 G 19 14'-s' 13 11 34 G 23 COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS - 12'4" 34 G 21 22'-7" 39 G 25 s 3 3 2 2 FIGURE INDICATES EXPOSURE B 8' 8'-6" 10'-10" 29 G 20 13'-7" 13'-0" 34 G 24 ALTERNATE FOOTING TABLES 11'-7" 30 G 22 21'-2" 39 G 26 10 3 3 2 2 _ — .+4 9' T-7" 10'-3" 29 G 20 12%1p: 2'-3"1 34 G 24 10'-10" 30 G 22 19'-11" 39 G 26 t1, 3 4 2 2 _10' 6'-9" 9'-8" 29 G 21 • 12'-2" 11'-8" 34 G 24 •10,-4"- 30 G 23 18'-11" 39 G 27 12• 3 4 2 2 11 6'_2,. 9,-3" 29 H • 21 11'-711 •-1" 30 H " 25 9'-10" 30 H 2318'-0" 34 H 27 13' 4 4 2 3 12' 5'-8". 8'-10" 29 H 22 11'-1" 30 H 25 - g'_5" 30H' 23 17'-3" 34 H 27 14• 4 5 2 3 �+ 13' 5'-2" . 8'-6" ,32 H 22 10'-80'-7" 34 H 25 9'-1" 34 H '24 16'-7" 34 28 1s• 4 5 3 3 14' 4,:10„ 8'-2" 32 'H . 22• 10'-3" 34 H 26 ' 8'-9„ 34 H 24 16-0" 34 H 28 .16' 4 . 5 3' 3 = 15' # 4'-6" '. 7'-11" 32 ' . H 23 _ 6„ 34 H - 26 8 -5' ' 34 H • 24 15 -5' 34 Fi 28 1r 5 6 3 3 L :16' 4'-3„ 7"81 32 J 23 9-7 '-2" 34 'j ' 26 _ 8'-2" 34 j 24 14'-11" 34 29 ie 5 6 ` 3 ' 3 17 4'70" • T-5" 32 • J 23 9 -4 '34 J 27 T-10" 34 J 25 14'-6" 34 J 29 1s' S 6 3 3 18 T-9" . T-3" - 32 J 24 _ ., 34 J 27 - T-5" - 34 J 25 14'-11 34 J. 29 20• 5 6 3 3 (PIA1457-71171 FAx dm_vgie .al..end".4n,m enm 19' 3'-7" T-0" 38 24 8'-10" 8'-5" 39 :� 27 7'-0' 39 J 25 13'-9" ' 39 J 29 FOOTNOTE: ' 20' 3'-4" 6'-10" 38 J 24 8 =7 39 J 39 J 25 39 J 30 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST 8' 3„ S' 6'-8" 13'-4" EXCEED - ALLOWABLE SLAB SPACING ti1,0��2c OR LESSER MUST BE USED JUL q q 1 1010 Q�� FOOTNOTE:' COL.•TYPES NOTE: D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY FOOTING SHOWN REPRESENTS LENGTH OF _ M m ) COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE t ~ - NO'31g48 3 ��1 r FOOTNOTE: "SAMPLE" " MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. • f � ' FIGURE INDICATES EXPOSURE B y FIGURf=1NDICATES'EXPOSURE 4TSEE � � G ALTERNATE FOOTING TABLES , Q�Q" O ADDITIONAL FOOTNOTE: -WHERE ONLY=ONE-FIGURESHOWN-INDICATES EXP' B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING C \-�� r � _ — .+4 DRAWN eY: K.K. TOM CAMPBELL ASSOCIATES, INC.: LATTICE J LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: _ ., DATE: SI05/2009 _ SCALE: NONE COMMERCIAI'AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING • 10, 20 & 70 psf DURALUM PRODUCTS, INC. ' REVISE. BY: K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = B269 ALPINE AVE.. SACRAMENTO, CA 95626 90. 100 d 110 MPH (PIA1457-71171 FAx dm_vgie .al..end".4n,m enm SHEET 26 OF 30 10# L.L. 110 MPH FREESTAND"& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C Ir TOM CAMPBELL 8 4F 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DATE: 5/05Q009 SCALE: NONE COMMERCIAL AND RESIDENTIAL ERING POST SPACING TABLE DBL.2"x6.5"X.032" � OR 3"x8'BEAM BEAM REVISED BY: K.N.6 D.P. 3"x8" BEAMw/INSERT ANDFREA ATTACHED HORI2. WIND - 80. 8266 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 27 OF FOR ATTACHED PATIOS 100 d 110 MPH 101RI A57amf FAX dn1761G ..L—rme,"n6—_, 30 MINIMUM NO. OF POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POSTMAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. I- O p TYPE D FOOTNOTE: c5 IT SPACING SPACING. SPACING FOR DBL. SPACING FOR 3" x 8" SPACING 00 FTG. MIN FTG. FTG. MIN. FTG. FTG. MIN. FTG.FTG. IN FTG. POST TYPE 1 POST TYPE 2 (IN.) POST TYPE (IN.) (IN.) POST TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) POST TYPE (IN.) (IN.) POST PE (IN.) EXP. B EXP. C EXP. B EXP. C 4' -0 114'-4" 32 G 18 19 41 1 H 22 16'4" 16'4" 36 H 20 29'-11" 41 H 2y4 s- 2 1 2 2 2 7,_s„ 5' 13'-7" 13'-4" 32 G 19 17'-2" 36 H 23 14'-8" 14'-8" 36 H 21 26'-9" 41 H 2/ZS 2 3 2 2 7' 6' 11'-4" 12'-6" 32 G 20 15'-8" 36 H 24 13'-5" 13'-4" 36 H 21 24'-5" 41 H 23 6. 3 3 2 2 /�'s 7' 9'-8" 11'-7" 29 G 21 1a,�„ 36 H 25 12'-5" 12'-4" 36 H 22 '_ -, 22 7 41 H 23` s' 3 3 2 2 3'-3' /Z7 8' 8'-6" 10'-10" 29 G 21 13 12'-5" 36 H 25 11'-7" 11'-7" 32 H 22 21'-2" 41 H 227 1D' 3 4 2 2 9.22 10'-3" 29 G 22 12-11,-8„ 36 H 26 10'-11" 10'-11" 32 H 23 19'-11" 41 H 24�'j8 11 3 4 2 2 10' 6'4" 9'4" 29 G 22 12' -' 36 26 10'-5" 10'-4" 32 H 23 18'-11" 41 H �8 1z' 4 4 2 3 ill -ill 11' 6'-2" 9,4„ 29 H 23 11'-710,-7" 32 H 26 9'-11" 9'-10" 32 { 24 18'-0" 36 H 2�9 13' 4 5 2 3 12' 5'-8" 8'-10" 29 H 23 11' 32 H 27 g'_2" g _5" 32 �--� 24 17'-3" 36 H 25z1 14 4 01-1., 5 3 3 13' S'-2" 8'-6" 32 H 24 lol-9, 9„ 36 27 8'-5" 9'-1" 36 J 24 16-7" 36 J 2%0 15• 4 5 3 3 14' 4'-10" 8'-2" 32 H 24 10'-3" 36 J 28 7'-10" 8'-9" 36 J 25 16-0" 36 % 1s 5 6 3 3 15' 4'-6" T-11" 32 H 24 9- 1 _1 36 28 7'-4" 8'-5" 36 J 25 15-5' - 36 7l X30 17' S 6 3 4 16' 4'-3" T-8" 32 H 25 9.7 8'-9" 36 28 6 -10" 8'-2" 36 J 25 14'-11" 36 21 18' 5 6 3 4 17' 4'-0" T-5" 32 J 25 9 � 36 J 28 6'-5" T-11" 36 J 25 14'-6" 36 j 2�� 19' S 7 3 4 18' T-9" T-3" 32 J 25 911. 36 29 6-_1" 7,_9„ 36 J 26 14'-1" 36 J 20' 6 7 3 4 8,_3„ X31 FOOTNOTE: HEADER REpUIRED 19' 3'-7" 7'-0" 38 J 25 8'-10' 8'-0" 41 J 29 5'-9" 7'-6" 41 26 13 -9" 41 J1 8 AND OR MIN. SPACING MUST NO. OF POST EXCEED 20' 3'-4" 6'-10" 38 J 26 g _7 �'-1 n / 41 J 29 5'-s" 7,_4„ 41 J 26 13'•,4" 41 J 8/ 2�2 JUL 1510 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. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE:' COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING! FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL 8 4F LATTICE LIVE LOAD m PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05Q009 SCALE: NONE COMMERCIAL AND RESIDENTIAL ERING POST SPACING TABLE 10, 20 6 10 pal DURALUM PRODUCTS, INC. REVISED BY: K.N.6 D.P. RANCHO CUCAMONGA, C 79Pr741-2107 IO"� ANDFREA ATTACHED HORI2. WIND - 80. 8266 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 27 OF 100 d 110 MPH 101RI A57amf FAX dn1761G ..L—rme,"n6—_, 30