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09-1054 (PAT)'r P.O. 'BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 09-00001054 Property Address: 79050 DESERT STREAM DR APN: 604-373-012-32 -27899 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 6650 Td�144Q" Applicant: Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. LicenseClas: C51 Lic se o.: 49379 4 Date: �� fJ Contractor: WNER-BUILDER CLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the . permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State . License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/02/09 Owner: MIKE PERRY 79050 DESERT STREA, DRIVE LA QUINTA, CA 92253 Contractor: LA QUINTA PATIO COMPANY 11^T !1 t 40133 CALLE LOMA ENTRADA ? " 2,19 f ' BERMUDA DUNES, CA 92203 '-in--- p (760) 863-4335 Lic. No.: 449379 —� �- • ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS Policy Number WSII002541901 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should becomesubje to he workers' compens n provisions of Section 3700 of the Labor Co shall forth Iy h those pr, i ns. Date: / Applicant: 70 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE NLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,0001• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comp with all city and county ordinances and state laws relating to building construction, a ereby authorize rep ntatives of this cou y to enter upon the above-mentioned property f spection s s. DateSignature (Applicant or Agent): _ a -Application Number . . . . . 09-00001054 0 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 58.50 Issue Date . . . . Valuation 6650 Expiration Date 3/31/10 Qty Unit Charge Per Extension BASE FEE 45.00 - 5.00 9.0000 THOU BLDG 2,001-25,000 45.00 ----------------------------------------------------------------------------- Special Notes and Comments 500 S.F. ALUMAWOOD SOLID PATIO COVER @ REAR OF RESIDENCE. 2007 CODES. ---------------------------------------------- Other Fees . . . ----------------------------- . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .67 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- 'Permit Fee Total 90.00 .00 .00 90.00 Plan Check Total 58.50 .00 .00 58.50 Other Fee Total 1.67 .00 .00 1.67 Grand Total 150.17 .00 .00 150.17 LQPERMIT 79050 DESERT STREAM DRIVE PROPERTY LINE 5 04 3'-716" 20' 8,_22„ TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 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 and 2005 Aluminum Design Manual, ADM -01 and ADM -05. 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 ticampbeli(@charter.net should you require additional information. Sincerely, Tom Campbell, PE Exp.3 3 t CNI4 Site Information Owner's Name Address City/Town LA e2- State i Bin # City of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quints, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet t Permit # Project Address: ��©sp �t Owner's Name: A. P. Number: li &Z Address: p Legal Description: City, ST, Zip: L z'ZS"3 Contractor: .1 U(,) T—,PY Address: -1/0- (3 -3 -/0-(33 CI+LLL�—' P,+7-/0 0-0- �—OMA (=,kTJLA-bA Telephone: -Address: Project Description: City, ST, zip: I /J aro C- A- Telephone: 7 6,9 - S 7 4{ - / O'q -3 City Lic. #: 9c? / (P s State Lic. # : -q ! 3 % G O Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: W O L Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: � a- # I Submittal Pian Sets Structural Cates. Truss Cates. Energy Cates. Flood plain plan Grading plan Subcontactor List Grant Deed H.O.A. Approval IN HOUSE:- Plaualog Approval Pub. Wks. Appr School Fees APPLICANT: DO NOT WRITE BELOW THIS LINE Rec'd TRACKING Plan Check submitted Reviewed, ready for corrections Called Contact Person Plans picked up Plans resubmitted 2" Review, ready for corrections/issue Called Contact Person Plans picked up Plans resubmitted Review, ready for corrections/issue Called Contact Person Date of permit issue PERMIT FEES Item Plan Check Deposit Plan Check Balance Construction Mechanical Electrical Plumbing S.M.1. Grading Developer Impact Fcc A.1.1'.P. Amount Ul I Y OF LA QUINTA � tSl11C LJili li &Z z -.� utr 1. �'�l1otra�cr�miyt F•ccs g�� s�� �� y 0\ 1 1 n V V c V FOR CONSTRUCTION DATE BY Amount PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: VATH THE 2006 INTERNATIONAL -BUILDING -CODE -2006 -INTERNATIONAL RESIDENTIAL DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 & 2005 ALU 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. B. 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 IMASCE/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 (H/P), 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 ( ICC -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. 32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED LE • •�: �-. - 4Y DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. 4 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 BAND 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 APPLICATIONS - 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 BAND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 4� DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = ' PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. ligiA14-0.7mi SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 • REVIRED BY: K K & D P - an inn&11n mPH FAY dn7-1518 calacG,lA naL,m rnm 4� /ATTACHMENT CHANNEL ALUMINUM/I SEE DETAIL — ROOF PANEL! SEE SCHEDULE FOR SPANS !`/ O. SPA "O.H." NOT/TO EXCEED 25 % �- OF SPAN/ SEE DETAIL FOR SPLICE \ SQ. POSTS, SIZE VARIES POST SP SEE SCHFp /NG ULES 3 1/2*SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT:=,12' ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H URE V SEEARIES EFOR FOOTING WHERE REQUIRED MIN. PER FT. SEE SCHEDULE FOR FOOTING CUBE SIZE II A II (SOLID-_ PANEL -TYPES I rNFPRLS��EpjRS�c/o�OSED \ OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING POST ANDA END BAYS.- NOTE: AYS-NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTH COMPONTENT UNLESS OTHE FOOTING WHERE REQUIRED --/I / J �� FOOTING WHERE REQUIRED _./ SEE SCHEDULE FOR FOOTING CUBE SIZE /Y— 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 'ICI' FREESTANDING W/CANTILEVER OPTION TYPE I'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. ATTACHMENT CHANNEL LC ALUMINUM PATIO COVER SYSTEM AS MFG. BY: ALUMINUM SEE DETAILS 0.25" SLOPE ANO SHr� OF STRUC r~EF'Rp ST O.H. RUCTURE �+'�V�i ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H URE V SEEARIES EFOR HEDULE ROOF PANEL SEESCHEDULE MIN. PER FT. EC�Io� F0. SPANS SCALE: NONE iMgyNOT STRUCTURES EN SANAFS ` BE ENCLOSED) ` BE ENCLpSED ED SP 90. 100 a 110 MPH O.H —SPA ) "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% SPA N OF SPAN OF SPAN OF SPAN SEE DETAIL FOR SPLICE _/ RMLD SEE DETAIL FOR SPLICE POS SEE DETAIL FOR SPLICE POST SPA SEE OPTI NAL: CANT LEVER B POSTSP OPTIONAL: CANTILEVER BEAM SE POSTESPACINDULE OR ~ x N = = SQ. POSTS. SIZE VARIES SEESCHE� SFS SEEPOS SPACINGSCHEDULE R m a 2 ALTERNATE: O H' NOT T 25°� OFgP xCEED 2 3 1/2" SLAB ATTACHMENT o'NOTTQ z s in i.l MAY BE USED WHERE ALTERNATE: OFSPAN c TO CONSTRAIN / FOOTING, SEE SCHEDULE PERMITTED. SINGLE POST AN O SPLICE A THIS O AT END BtYS. z SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' NOTE. -NO SPLICE AT THIS _ i POST AND AT END BAY C�+�1 FESSI ) DOTING WHERE REQUIRED FOR FOOTING CUBE SIZE EACH COMPONENT IS JESCHEDULE MAYOb�a��NOTE: INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. /flC Ilpll ATTAf�"C!"1 KAI II lnlll\AKITIl r 11r1 -f -1-1 FOOTING WHERE REQUIRED --/I / J �� FOOTING WHERE REQUIRED _./ SEE SCHEDULE FOR FOOTING CUBE SIZE /Y— 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 'ICI' FREESTANDING W/CANTILEVER OPTION TYPE I'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. LENGTH OF \ p ALUMINUM PATIO COVER SYSTEM AS MFG. BY: CENGTHOFSTRUCT ALUMINUM ROOF PANEL DATE: 5/0512009 ST O.H. RUCTURE �+'�V�i ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H URE V SEEARIES EFOR SEE SCHEDULE FOR SPANS DURALUM PRODUCTS, INC. (MAY NOT \ SPANS SCALE: NONE iMgyNOT STRUCTURES HORIZ. WIND = ` BE ENCLOSED) SHEET 2 OF 30 BE ENCLpSED 0. SP 90. 100 a 110 MPH O.H —SPA ) "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% SPA N OF SPAN OF SPAN SEE DETAIL FOR SPLICE _/ SEE DETAIL FOR SPLICE POS OPTIONAL: CANT LEVER BEAM POST SPA SEE OPTI NAL: CANT LEVER B S0. POSTS. SIZE VARIES SEE CHEO /NG ULES SE POSTESPACINDULE OR ~ x SQ. POSTS, SIZE VARIES CING SC! EDUCES SEE SCHEDULE FOR PST SPACING 3 1 /2" SLAB MAY BE USED ALTERNATE: O H' NOT T 25°� OFgP xCEED 3 1/2" SLAB MAY BE USED ALTERNATE: �. o' NOT T pFSP EkCEED TO CONSTRAIN FOOTING. SEE SCHEDULE SINGLE POST SEE SCHEDULE AN NOTE O SPLICE AT THIS POST D AT END BAYS. TO CONSTRAIN / FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE POST AN O SPLICE A THIS O AT END BtYS. FOOTING WHERE REQUIRED --/I / J �� FOOTING WHERE REQUIRED _./ SEE SCHEDULE FOR FOOTING CUBE SIZE /Y— 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 'ICI' FREESTANDING W/CANTILEVER OPTION TYPE I'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10. 20 a 3o sr DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 2 OF 30 REVfSED RY' K K a 0 P 90. 100 a 110 MPH 1QlAl Asa7r»1 FAX Annzn.a10 oalncTi i4,ra1, �,., ten.., RAFTER. SEE TABLE FOR SIZE AND SPACING MAX. PROD. SEE SCHEDULE MAX. O.H. 25% OF SPAN O• A w 'OPEN LATTICE TYPES Fk/ST NOTE: THIS OPEN LATTICE•TYPE STRUCTURE MAX. PROJ. /N SEE SCHEDULE / GBv/�O/NG MAY N� OT BE ENCLOSED OR COVERED. RAFTER. SEE TABLE FOR SIZE .� AND SPACING SEE SCHEDULE p OG' • fi 7$ p� M . LENGTH OF. STRUCTURE VARIES �.� hqN G POST WITH SIDE- " _ PLATES SEE DETAIL., ' SFF rgeCeC/NG, 3 1/2- SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- n MAY BE USED WHERE CHANGEABLE WITH ANY OTHERsF�Ts qc MIT D.* COMPONTENT UNLESS OTHERWISE SHOWN. ALF /tic SEE EI, ,. FOOTING WHERE REQUIRED, �I SEE SCHED. FOR FOOTING Cy OPEN LATTICE -TYPE PATIO COVER° Q NOTE: THIS OPEN E ENC STR SCALE: NTS MAY NOT BE ENCLOSED OR TYPE "E" ATTACHED SINGLE SPAN LATTICE SIR UCT ; 00 z C w No. RAFTER: SEE TABLE C FOR SIZE SEE MAXS. PROD. CHE U E NOTE: THIS OPEN LATTICE -TY E S CT, AND SPACING MAY NOT BE ENCLOSE EREO. . o.H s C zS�QcM'41; 25%61OSPAN. . aOSTSVoFkN '7C/NA'G G OST HEIGHT q HEIGHT LENGTH OF, STRUCTURE VARIES P sFaTT saq 4gLFC/,yG, NOTE: EACH COMPONENT IS INTER- GEABLE WITH ANY OTHER TENT UNLESS OTHERWISE SHOWN. �'� TYPE "FII ATTACHED M' g PIIAY 0 a 2009 SEE SCHEDULERAFTER, SEE TABLE - POST WITH SIDE- - SE HEDULE PLATES SEE TAIL LIVE LOAD- 3 1/2 -SLAB ATTACHMENT MAY BE USED WHERE 11 .OG' PERMITTED, VG I SEE SCHEDULE OURALUM PRODUCTS, INC. FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE PAN LATTICE STRUCTURE HORIZ. VNND = NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY N.TT BE ENCLOSED OR COVERED. • BY: K.K. - SE HEDULE LIVE LOAD- Coi 11 .OG' , OPEN LATTICE 10, 20 R 30 psr OURALUM PRODUCTS, INC. LENGTH OF VARIES 0 V RHq -/B HORIZ. VNND = ALPINE AVE,. SACRAMENTO, CA 95826 STRUCTURE • REVISED BY; K K. R O P. - ,, 90.100 R 110 MPH /Q1A1469-7mi FAX en3-1A�o camc(nlAi vcl„m rnn, Ot,FRHq POST CROSS-SECTI SEE POST DETAI LENGTH OF STRUCTURE VARIES ' SFFT `S•�q POST CR SS -SECTION, SEE PO��TO NOTE: EACH COMPONENT IS INTER- a Q,p 3 112'SLABsF ye 9c/N �F G CHANGEABLE WITH ANY OTHER REFI SPgC/ MAY BE USED TO /2' SLAB yBE USED COMPONTENT UNLESS OTHERWISE SHOWN. �<F NG I` FOOTING. SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- p Qs T CONSTRAIN FOOTING, SEE OPEN LATTICE -TYPE PATIO•COVER CHANGEABLE WITH ANY OTHER . S Sp FFT q I �e<Fc/NG SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED - SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED, FOR FOOTING CUBE 512E TYPE "G" FREESTANDING SINGLE SPAN.LATTICE STRUCTURE TYPE "HIL FREESTANDING MULTISPAN LATTICE STRUCTURE BY: K.K. TOM CAMPBELL d ASSOCIATES, -INC. LIVE LOAD- PAT PATIO COVER SYSTEM AS MFG. BY: [DRAWN GATE". 5(052409 COMMERCIAL AND RESIDENTIAL STRUCTURACENGINEERING OPEN LATTICE 10, 20 R 30 psr OURALUM PRODUCTS, INC. REALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES ' HORIZ. VNND = ALPINE AVE,. SACRAMENTO, CA 95826 ' SHEET 3 OF 30' • REVISED BY; K K. R O P. - ,, 90.100 R 110 MPH /Q1A1469-7mi FAX en3-1A�o camc(nlAi vcl„m rnn, SLID, -PANE -L SPANS--FOR-CQI 25" ALL UNMARKED RADII .06R - 2.5" - 38" N 192" �;75"�, 192" �.75"1 1.92" � CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs. ) WALL .'8"x2 1/2" FLAT PAN (PSF) (I N.) 90,100 &110 MPH SPAN EXP.B & EXP.O? 10 .018 17'-9" .020 13'-4" t t .024 14'-2" .032 16'-4" .040 _18' 4„ 20 .020 ,020 .024 11'-6" .032 13'-4" .040 15'-0" 30 .020 9'-5" .024 10'-0" .032 11--7- .040 12'-11" KIRAII05::j 90/100/110 MPH FAN BEAM N� N r m '. I,'iAY 0 G 20 No. 7948 m Exp. T=.075" TYP--- — clo— EXIST. WALL HEADER FAN BEAM ALUM: ALLOY 6063-T6 EXPOSURE B & C 2:T-_� ALL UNMARKED RADII t2.5" T=SEE TABLE BE ALUM. ALLOY 3004-H36 OR EQUAL ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 10# 21'-6" 20# 17'-9" 30# 16'-3" ATTACHMENT AT HANGER CHANNEL FAN BEAM SEE SCHED. 5--HANGERANNEL 3"' FAN BEAM \ #12 S.M.S. SCREW \ #12 S.M.S, SCREW AT HANGER CHANNEL FAN BEAM ATTACHMENT AT HEADER FAN BEAM \ —} 3" 0.042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW AT HEADER 6"x2 1/2" FLAT PAN L.L.= (PSF) "T" (IN.) 90,100 &110 MPH SPAN EXP.B & EXP.0 10 .018 13'-B,. .020 14'-3" .024 15'-7" .032 18'-1" .040 20'-2" 20 ,020 11'-3" .024 12'-10" .032 14'-10" - .040 16'-4" 30 .020 .024 .032 13'-8" .040 15'-2" DRAWN BY: K.K.PATIO TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD= COVER SYSTEM AS MFG. BY: DATE: 5(052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANELSPANS 10, 20 & 30 ps( DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO C(1CAMONGA, CA (951) 741-2107 8 FAN BEAM HORIZ. WINO = 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 5 OF 30 70. 90 & 110 MPH mim d57.7n71 Fnx an7-157a cn�oc(nlrUva�im rnm SOLID PANEL SPANS FOR COMMERCIAL & PATIOS P/1ll,Y 90/100/110 MPH EXPOSURE B & C 25" —I I— .67" T=SEE TABL 8E W 340" 75" Q� — IM1. 'II40., (16o p 2.46" 1.70" 7040' 35 3 L J i - r.� �.1z5TAB B OW1.48" .40" I 0- a"w NO,37948rr3.00" — 4.50" -- 4.50" -- 4.50"-- 4.50" — 1075' 300" 1 EXP. 3 3 6 �- 24.00„ .0'• .. a, ALUM. ALLOY 3004-H36 OR EQUAL 's civic 1z � ALUM. ALLOY 3004-H36 OR FOl1AL I 24" TRI -"V" PAN L.L.= (PSF) PANEL"T' (I N.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .018 111_01, 10'_0„ 101_0" 9'-0" 9'-7" 8'-8" SHEET 4 OF 30 .024 12'-10" 11'-7" 11'-7" 10,-4„ 111_0„ 101_0•1 .032 14,_9„ 13'-4" 13'_4„ 12'-0" 12,_10„ 11,_7, .040 21,_6„ 21,_6„ 21'_6„ 21'_6„ 21._6„ 21._6„ 20 .018 9'_6" 91-61, 91-61, 9'_6" 9,_6., 9,_6„ .024 10'-7" 10'-7" 10'_7" 10'-4" 10'-7" 10'-0" .032 11,_8„ 11'-8" 11 _8" 11'-R" 11 _8„ 11'_7 .040 17,_9„ 17,_9" 17,_9„ 17,_9„ 17,_9„ 17'-9" 30 .018 7'-9" 7'-9" 7'-9" 71-91, 7'-9" 7'-9" .024 91_01 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" .032 101_21, 10'-2" 10,_7, 10,_2" 10,_2„ 10'-2" .040 16'-3'' 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 12" x 3 1/2" W PANEL L.L.= (PSF) PANEL"T' (IN.) 90 MPH SPAN ' 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 15.1„ 15.1" 15.1„ 15._1„ 15,_1„ 15,_1„ SHEET 4 OF 30 .024 16'-7" 16'_7' 16'-7" 16'-7" 16._7„ 16,_7„ .032 19,_3„ 19,_3„ 19'_3., 19,_3" 19,_3„ 19._3" .040 21,_6„ 21,_6„ 21'_6„ 21'_6„ 21._6„ 21._6„ 20 .020 12,_6„ 12._6., 12,_6" 12'_6., 12,_6., 12,_6" .024 13,_8„ 13,_8" 13,_8" 13'_8'. 13'_8„ 13,_8„ .032 15'-'10" 15'-'10" 15'_10" 15'-10" 15,_10„ 15'_10" .040 17,_9„ 17,_9" 17,_9„ 17,_9„ 17,_9„ 17'-9" 30 .020 .024 12,_7, 12,_7, 12,_7' 12,_7, 12._7, 12'-7, .032 14'-6" 14,_6„ 14,_6„ 14,_6" 14,_6„ 14'-6" .040 16'-3'' 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: - DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING10, PANEL SPANS 20 & 30 ps1 DURALUNI PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951)741-2107 HORIZ. WAND = 90. 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 ro+FI a57-7n?l cnx nna- SHEET 4 OF 30 REVISED BY: K.K. & D.P. .Slq HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1'50" WALL FASTENERS .06 " See TABLE .25"R N o b WALL Ci M FASTENERS 1,-7 -� A ROLLFORMEDyHANGER R. F. OR°EXT.. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. �c IM. PANEL 2x OR/ \ PLUM. RAFTER FASCIA BOARD EXIST. EAV ALLOWABLE PROJ. EXISTING EA 3EE TABLE BELOW OVERHAN( 281" ALUM.ALLOY 6063 -T6063 -T6 060" 11 f l�l B EXTRUDED HANGER CHI NEL 2 #14 SMS @PANEL # LOCKS OR #8 SMS 11// AT EA. CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED 20 �� W/ SIMPSON A35 CONTINUOUS A- RAIL OCCURS) ROOF PANEL (WHERE LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ALUM.ALLOY A BorD I r 6063-T6 #14 SMS @ EA. CONTACT w WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER CC }-- 2.740" T=.060" WALL FASTENERS SEE TABLE I APPROVED 3" OR 4" INSUL. ROOF PANEL EXIST..RA_ FTER_.;�" y HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD I BorD E E E J J K" 100 BorC BorD BorD E E E J J K 110 D BorD BorD I E E E J J K 10'-8" DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) Of A=3/8"O x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE' zz 13=3/8"O x 1 1/2" @ 8" O.C. 'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE wQ C=7/16"O x 1 1/2" @ 10" O.C. HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 I-_ iNl''lo_ D=7/16"O x 1 1/2" @ 12" O.C. 2'-0" LLFn�_ E=3/8"O x 4" @ EACH STUD 16'-9" F=7/16"O x 4" @ EACH STUD EXIST..RA_ FTER_.;�" y DRAWN BY: K.K. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2• x q FULL OR 16" O.C. V-6" 16,-8„ 13,-10„ 9'_3" ... 2'-0" 11'-8" 8'-8" 5'-10" 2 x 4 FULL 24" O.C. V-6" 10'-8" 8'-3" 5'-6" 2'-0" 7'-0" 4'-6" 3'-0" 2"x6" FULL OR 2"xB" NOTCHED 24" O.C. 2'-0" 17'-6" 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 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: r (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 1 1/2" �_1 No. Exp. S w N O 0 i O A N 0 0 #14 SMS T&B r AT 12" O.C. J `-vLAy "AY 0 6 2p0z 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#L.L.=(2)#14 SMS EA. SIDE3/16" BRACKET STEEL 1/4"0 HOLES,TYP. �3/4' OR 1 1/2" NOTE: PROVIDE WATER 2" x 6 1/2" OR �)�i PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE 5" MIN.3" x B" ALUM. TO DRAIN RAFTER L BRACKET AT EVERY 2x /4"OR11/21 1/4" \ FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH 2 EACH 1/4"0 x 3-112" LAG SCREWS L.L.=10 psf RAFTER `" ' 2 EACH 7116"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf (2" MIN. PENETRATION INTO (3)-#14x3112" W.S. EXISTING WOOD STUD) RAFTER TO WALL CONNECTION ' O NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION Ix8 OR 2x8 LEDGER 3)J114x1 3l4" PATIO COVER NOTE:BRACKET MAY BE MOUNTED BELOW RAFTER W/ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10, 20 & 30 psf DURALUM PRODUCTS, INC. - SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30 REVISED BY K K 8 D P 90. 100 8 110 MPH raiFl ep2-7n» Fox enan Sia o=�ncridA,ral„m .-.,... .COLUMN /.POST T�,RP S 8"=SU�R.ACE MOUN-TIATTACHMENT DETAILS . = t. 13„1-2.,_i 3.00" SQ. If 3.00" SQ. - —I J— o �I 3.00"SQ. 024 032" #10 snns @24"O,�C, � I 11.00� I I I t O G =a" o.xt=.laa"II H=3"SO.xt=.250"'I — EA. SIDE 70 v 4"SQ.xt=.1886.5" „O TYP. 040" ALUM. — TCQlT.032"11 / NK =5"SO.xt=.188" .032" \ -- .048"STEEL' 28" yP> O 3.0" 4,0" OR 5.0" O5l8" PLASTIC PLUG 3" SQ. ALUM. POST `�3'4-SQ ALUM. POST.f / �' o/ i3 A Mf MAG POST 3" SQ. ALUM. POST SQUARE STEEL POST AL'M-A- 3004= 36 WITH'SIDE_PLA ES OD 3'-SQ: STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 ALUM. ALLOY-3004-H36 ASTM A36 GRADE 40 ASTM A653 RAD 4 ALUM. ALLOY 3.00" OR 6063-T5 2:40" 1.375" 7/16"OHOLE 56 2 FLANGES 2 1/8" APART 75" 0 4WASH. ASTM GRADE 36 STEEL 1.125" LZ72.5" 75" 75" BASE FLARES 0 1,60" .157" TO 3"WIDE EA. TYP SIDE OF FLANGES 0 USE FOR 3" 1.75" TE 090" TYP. 1%" x 5/16" x 5Y2" WHEN USING POST ONLY 5.50" Q, 1-7/16"0 HOLE IN 110 MPH WIND AREA q 2- 5116"0 HOLES &TYP. EA SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" lYl' — -- (3)-3/8" LAG SCREWS OR Iv�f�Y 0 h 1��9 4 -1/4" LAG SCREWS (2.5" PENE. INTO. EA. STUD) FES 3 6" Q �O f. C S ��%q H 3„ Lu w �.0. 7948 ' a m I Exp. aA2 L' t. ALUM. ALLOY 0� CAU 6063-T5 . 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HEADER BRACKET "H" BRACKET DRAWN BY'. K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ POST TYPES 10, 208 30 psi DURALUM PRODUCTS, INC. REVISED Rv K H ADP RANCHO CUCAMONGA, CA 951 741.2107 ( ) HORIZ. WIND = 90. 1009 110MPN 8269 ALPINE AVE., SACRAMENTO, CA 95826 ic1R1 eaz7m� F4 r ena.ula ea,cc/filAnralnm SHEET 9 OF 30 • COLUMN/ POST TYPES & SURFACE MOUN;TjAND EMBEDMENT DETAILS ALUM.?'BRACKET USE WITH �' POST TYPE B,C,D, OR E. STEEL POST ONLY: STEEL."T"BRACKET USE WITH412"MIN. , I USE POST TYPE (3)-5/8"0 BOLTS "T" BRACKET POST TYPE B,C.D,E.F,G,H.J OR K. F. G. H, J OR K FOR POST TYPE J X. POST WI I ' 3"SQ. POST @ ALUM."T'B S0 HILT: i I 4 5" 3" 50. POST (2)-#12 $M$ EA. USE (2)-3/8'0 HILTI SIDE OF POST OR KWIi<BOITS OR EQUAL (2)-1/2"0 BOLTS 16"INSERT I STEEL:T'BRACKET: OF I i —�- 1/4" M.B. THROUGH USE (2)-3/8'0 HILTI KWIK R I I CONDITIONS NFOR ALL ER 415•• x .188" POST SEE NOTES BELOW BOLTS OR EQUAL BD. ASTM A3 (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH •.. I STEEL mm r BOLTS, OR EQUAL, EACH FOR KWIK BOLTS I ' : T.O.C.- BRACKET _O.C_ BRACKET TO SLAB ; 1 I •"• MINIMUM DISTANCE TO I ' EDGE OF SLAB = 2-1/2" d LL DE11TH o w w `� x SLAB SHALL BE IN c POURED CONCRETE F=- GOOD t GOOD CONDITION FOOTING SEE NOTE w FOR SIZE (1)-1/2"OM.B. 3 1/2" MIN. SEE FOOTINx9" LONG. 1" SQUARE SCHEDULE SQUAR FROM END SEE FTG OF POST SCHED .� EXISTING SLABO7 3" SQ. POSTS TO CONC. FOOTING_ .O SQUARE POST EMBED INTO FOOTING 1 I, ATTACHED ALTERNATE FTG. CUBE SIZE SO. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. '20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30„ 34" 47' SQ. 32" 36" 51" SQ. 34" 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SQ. 41' 44" 69" SQ. 43" 'CUBE FOOTING W/ 3 1/2" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" 8 24" CUBE (2)-1/2"0 3 1/4" 25" - 30" CUBE (4)-1/2"0 3 1/4" 31" - 34" CUBE (4)-5/8"0 4" 35" - 39" CUBE (4)-3/4"0 4 3/4" 40" - 42" CUBE (4)-3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 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 ,Y„" X U-59" ATSTEEL "T' BRACKET. r1 �(� 3. POST TYPE F f iAyj/ U 6 [1009 DO NOT USE STEEL "T' BRACKET W/7" I -BEAM. , 0 FESS/�"� w� � No. 37948 `r Exp313 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED A572 / 3/16" 3" SO. POST (STL.) OR FLUTED OR 4" SQ. POST (STL.) INSERT— PL.518"THK. - 1 1/2" 1/2" _WELDED STEEL BASE PLATE_ Q BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SQ. x 5/8" 1 B. C. D, F. G. & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH ) DRAWN BY: KA. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 10, 20 & 30 pst DURALUM PRODUCTS, INC. ItQIR% SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED BY' K K R 0 P 90. 100 & 110 MPH 457.7n7i PAY em_i.51c .amo SHFFT 10 (1F 30' HEADER. BEAM TYPES_ & ATTACHMENT DETAILS 1.52" �d,61" GUTTER EXT. CLIP GUTTER EXT. CLIP tI3.00" SQ. �I1.00If (� 2.00 SPLICE WHERE 1 79" OCCURS SPLICE WHERE SPLICE OCCURS OCCURS E 4.6" .075" P. '-73" 2.57" 4.6" TY 14"R .048' 2.19" � - � z.oa• _ oss• TYP. 2.08" 2.04" 065" TYP. —T— TYP. 2. 3" 7=4.0000"- 2.7" .0000••z 7" ASTM A653 GRADE 40 038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 O E ALLOY 3004-H36 O 6063-T6 BO CO DO �6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM 1— 4„ I I I 3.0" I-- -+-1 2" If 6.5" MAX.' 2" I 6.5" JL r"'7SPLICE —1 I —� �— .042" 024' WHERE SPLICE WHERE — B.0" OCCURS OCCURS — �— .032" 070" •042" 032" TYP. TYP. ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOYOR 3o6 \\\ H36 ' ALUM. ALLOY ALUM. ALLOY 6063-T6 \ 6063-T6 J J .EAM %" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 1.25" „ . j\L , ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3" .625 e" MAX. '�I 3" � � 4"d -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM ' i l 06 �.. j $042"T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL—�7.875 ASTM A653 GRADE 50 ALUM. ALLOY 3004-H36' ALUM. ALLOY 3004-H36 IW No.3 94rrOR EQUAL OREQUALO ---1 2..875" . I ^' Exp.. I 3 x 8 BEAM W/ STL.,INS,ERT DBL. 3 x 8 BEAM 3 x 8 BEAM O STEEL INSERT CIVIC P BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: [DRAWN DATE: 5(05)2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. " - SCALE: NONE RANCHO CUCAMONGA. CA. (951) 741-2107 BEAM TYPES HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED RY: K.K. R D.P, 90. 100 & 110 MPH IP1F1 d57-7(191 cnx am -141Q calaNnlduralnm rnm DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO;,P-OST—CON-N-ECTIO_N:., BEAM SPLICE TO NN OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 1 1/2" OR 2"LATTICE #8 S.M.S. I POST. NOT PERMITTED PLUG WHER fw ALTERNATE 1/2" DOUBLE RAFTER- I @ 2 -POST UNITS SCREW IS INSIDE BOLT CONNEC_TIO PLAN 2 a6SCREWS ALTERNATE: PERaSIDE I #14 SMS MAY 4,#14 S.M.S. EACH 5" .5. BE USE AS RAFTER TO COL, q12 3.5" ALTERNATE TO -- CONNECT. (8 -TOT.) 1/4"Q1 BOLTS - 3.5" G -T----- --- 1.• 8" BEAM 4.5" 0 6•• 'OR - 1" 6t#14 SMS EA. I I SIDE I I 6 1/2" SIDEPLATE EA. i 3"x WSTL.POST (24") I ° I ALT'E'RNATE: I INSERT ATTACHED OR I I (2)•2x6.5" OR #14 SMS EA. SIDE I I SIDE SEE POST SCHED. 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER TOP, MID HEIGHT FOR FREESTANDING �L— AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES -w (z)-1/z"BOLT BEAM TO POST CONNECTION r 2"x 6.5" SIDEPLATE POST. G H E D U LE _ ��-- --'� -=-`' 21 DBL. RAFTER / DBL. HEADER CONN. 19 3" SQ. x.032" + (2)-2" x 6 1/2" x.024"— SQ. x .032" + (2)-2" x 6 1/2" x .032 ❑1 W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING EXIST. � SHEATHING / A #8 S.M.S. EACH SIDE II0 LATTICE 1 1/2" OR 2" 2•'x6" LEDGER (NEW OR EXIST.) 1. C, X '' 1• e, .2. (2) 3/8" LAG SCREW � 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT 0 h No. 7948 Exp. 3 31�j� �r ALTERNATE: cm 2)- #14 S.M.S. EACH RAFTER EXIST. TO COLUMN CONNECTION (4 -TOTAL) 1' STUCCO OR EQUAL A7 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 DOUBLE HEADER CONN. 20 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGACA (957) 741.2707 , CONNECTIONS HORI2. WIND = 8259 ALPINE AVE.. SACRAMENTO. CA 95626 jtqlr14r,?-7n7i SHEET 14 OF 30 REVISED BY, K K R D P 90. 100& 110 MPH FCx dfli_151q c=m�d"me,m rnm ti r1TO# I=. 9L C) -P-H=FREE-STAN-DI-N-G-&-ATTACHED=SO_LI_D:PATIOS------12' OR LESS EXP. B & C SOLID LIVE LOAD= PATIO COVER SYSTEM AS M 7" I -BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x;o32" BEAM BE-AM�wJ[NSERT, POST SPACING TABLE FREESTANDING 10.2 0 8 30 psl DURAIUM PRODUCTS, INC. Of Q SCALE: NONE REVISED BY: K.K.80. P. RANCHO CUCAMONGA. CA (951) 741-2107 OR 3x8 BEAM ,3"x8" 8269 ALPINE AVE., SACRAMENTO, CA 95826 /o1F1657.7n71 Fox dflz_151Q ealoclnlA�imliim mm SHEET 16 OF 30 .� F 5 0 O z 5 U— g MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING ,FREESTAND ATTACHED MAX.POST FREESTAND (ATTACHED la— F 0 0 m SS r U� '� 4 Z SPACING SPACING FOR DBL. FOR 3" x 8" SPACING m r FTG. MIN. POST FTG MIN. POST FTG. MIN' POST FTG MIN. POST FTG. MIN' POST FTG MIN. POST FTG. MIN. POST FTG MIN. POST gyp (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) ,TYPE 4' 17'-0" 28'-10" 38 G 23 B 19'-2" 38 G 20 B 13'_7° 13'-T 32 F 23 B 24'-9" 38 G 23 B 4' 5' 13'-7" 25'-10" 38 G 24 B/E 17'-2" 32 G 20 B 12'-1" 12'-2". 32 F 24 B 22'-2" 38 G 24 B 5' 6' 11'-4" 23'-7" 38 G 25 B/E 15' 8.. 32 G 21 B 11' 1" 11' 1" 29 F 25 B 20'-3" 38 G, 25 / 6' 7' 9'-8" 21'-10" 38 G* 25 E 14'-6" 32 G 22 B 10'-3" 10'-3" 29 G 25 B 18'-9" 32 G 25 �C 7. 8' 8'4" 20'-5" 38 G 26 B/E 13'-6.. 32 G 22 B 9'-7" 9'-7" 29 G 26 B 17'-6" 32 G 26 B/E g 9' 7'-7" 19'-3" 38 G 27 E /F 12'-9" 32 G 22 B 9'-1" s'-1'. 29 G 27 B 16'-6" 32 G 27 B /E 9, 10' 6'-9" 18'-3" 38 G 27 E� 12'-1„ 32 G 23 B 8'-7" 8'-7" 29 G 27 B 15'-8" 32 G 27 B/E 10' 6'-2" • 17'-5". 32 G 27 E/F 11'-6„ 29 G 23 B 8'-2" 8'-2" 29 G 27 B 1[ 32 G=27 '.l 1 12 5'-8" 16'-8" 32 G 28 E /. 11' 1" 29 G 24 B 7' 10" 7' 10" 29 28 B 14'-4" 32 G 28 B E 12' 13' 5-2" 16'-0" 32 28 E/F 10'-8,, 32 H 24 B 7'-6" 7'-6" 32 H 28 B 13'-9" 32 H 28 �E 13' 14' 4'-10" 15'-5" 32 H 29 Ez 10'-3" 32 H 24 B 7'-3" 7'-3" 32 H 29 B 13`-3" 32 H 29 B /E 14' 15 4'-6". 14'-11' 32 H 29 E/F 9'-10" 32 H 24 B 7, O.. 7. 0,. 32 H 29 B 12'-10" 32 H 29 BE 15' 16' 4'-3" 14'-5" 32 H 29 F 9'-7" 32 H 25 B 6-7" 6_9, 32 H 29 B 12'-6" 32 H 29 BE 16' 17' 4'-0" 14'-0" 32 H 29 F 9'-3" 32 H 25 B 6-2" 6-7 32 H 29 B 12'-o" 32 H 29 E 17' 18' 3'-9" 13'-8" 32 H 30 F 9' o" 32 H 25 B 5'-10" 6'-4" 32 H 30 B 11'-8" 32 H 30 BE 18' 19' 3'-7" 13'-3". 38 H 3o F a'-9" 38 H 25 B 5'-7" 6,_2„ 38 H 30 B 11'-4" 38 H 30 B/E 19 20' 3'-4" 12'-11' 38 H 30 F g. 7., 38 H 26 B 5'-3" 6, 1,• 38 H 30 - B 11'-1" C— 20 . �s 1. Cq POST F MAX HT.= 8' FREESTANDING ONLY 1 NOTE: FOOTNOTE: "SAMPLE" n FOOTING SHOWN REPRESENTS LENGTH OF W EACH SIDE OF CUBED FOOTING WITHOUT SLAB.OG c FIGURE INDICATES EXPOSURE B C WHERE SLAB OCCURS, CUBED FOOTING SIZE �� ,EIGURE-INDICATES E-XPOSLIR) �"� EXN. 3 3 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: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATIO COVER SYSTEM AS M DATE: 5105!2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10.2 0 8 30 psl DURAIUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K.80. P. RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 90. 1008110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 /o1F1657.7n71 Fox dflz_151Q ealoclnlA�imliim mm SHEET 16 OF 30 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 6.5" ROLLFORM 4" I -BEAM DATE: 5/052009 4.5" I MAG GUTTER MAG BEAM 10, 20 S 30 psf 3" SQ, STEEL BEAM F -H m CI F- MAX.COL. SPACING ON SLAB MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED PREESTAND ATTACHCD MAX.POST SPACING FTG. MIN. FTG MIN. POST POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) N. 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. POS 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'-9" 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' 7'-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" 1 29 G 24 B 10' 6'-9" 8'-9" 29 G 22 B 11'-7" 29 G 24 B 8'4" 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 2 B 8'-0" 29 G 23 B 8'-2" 29 G 25 B 12' 5'-8" 10'-6" 29 G 25 t8 ` 7'-8" 29 G 23 B 7'-10" 29 G 25 B 13' 5',2" 10'-2" 32 H 25 B . „ . 7.4., 32 H 23 B 7'-6" 32 H 25 B 14' 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 6'-10" 32 H 24 B 7'-0" 32 H 26 B 16' 4,,3„ 9'-2" 32 H 26 B gyp' 6'-8" 32 H 24 B 6'-10" 32 H 26 B 17' 4, 0„ 8'-10" 32 H 27 B w �;_;-� �m 6'-5" 32 H 24 B 6'-7" 32 H 26 B 18' T,9" 8'-7" 32 H 27 B Exp. 3 6-3" 32 H 25 B 6-5" 32 H 27 B 19' 3. 7„ 8'-5" 38 H 27 B A1\_ 6'-1" 38 H 25 B 6'-3" 38 1 H 27 B 20'3, 4" 8'-2" 38 H 27 B 5'-11'� 38 H 25 B 6'-1" 38 H 27 B POST F MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGUR INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURES IOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING TABLES r nrrnrucn a cur 7e Fl1R FRFFCTANFIINI; DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING T BLE FREESTANDIN 10, 20 S 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHE HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95026 SHEET 15 OF 30 REVISED BY: K.K. 8 D.P. - ��. 90.1008 110 MPH F.Y en'L151C