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10-1257 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: �' 19�OOD'01257 Property Address: ' 81154 SANTA ROSA CT APN: 7647270-999-26 -300234- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH 'DENSITY RES Application valuation: 6437 Applicant6 _' Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION I. hereby affirmunderpenalty of perjury that'I am licensed under provisions'of Chapter 9 (commencing with `Section 7,000) of,Division 3 of the Business and Professionals'Code, and my License is in full force and effect. 'License Class: B License No:: 770843 Dater Contra - OWNER -BUILDER DECLARATION -I hereby affirm under. penalty of perjury that I am exeState License from the,Contractor's StaLicense 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 imissuance, also requiresthe 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 (comjnencing with Section 70dO) 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'permn,subjects the applicant to.a civil penalty of not more than five hundred,dollars ($500).: as7owner of the property, or my employees with wages as their sole compensation, will do'the work, and ,the,str6cluie is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law doe's not apply to an owner of property who builds or improves thereon, and'who does the'woik 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: Tfie;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 ContractoW State License Law.). (_) 1 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: LQPSRMIT Owner: WELLS RESIDENCE 81154 SANTA ROSA COURT LA QUINTA, CA 92253 Contractor: LIFETIME PATIOS PO BOX 5806 LA QUINTA, CA 92248 (760)777-2650 L'ic. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 11'/17/10 ------------------------------------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm underpenalty of perjury one of the following declaration's: have and will maintain a certificate of consent to self -insure for workers" compensation, as provided for by Section 3700 of the. Labor. Code, for the performance of the work for which this permit'is -issued. - - have and will maintain workers' compensation insurance, as required. by Section 3700 of the Labor Code, for the performance of the work for which,this permit is issued. My workers' compensation insurance carrier and poticy number are: Carrier SOUTHERN INS Policy Number WSIO04013401 _ I certify that, in theperformance of the work for which this permit is issued, I shall not employ any. person in any manner so as to become subject to the workers' compensation laws of California, and agree that,. if I should become subject to the workers' compensation provisions of Section 700 of the Labor Code, 1 shall forthwith. comply with those provisions. Date, Applicant: - WARNING --FAILURE WORKERS' COMF'E ATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER.TO CRIMINAL PENALTIES AND.CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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 peimit. 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 for180days will'subject permit to,cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all . city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county o enter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agentl: - Application Number . . . . . 10-00001257 Permit . . . PATIO .COVER PERMIT Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 58.50. Issue Date Valuation . . . . 6437 Expiration Date 5/16/11 .Qty Unit Charge Per Extension BASE FEE 45.00 5.00 9.0`000 THOU BLDG 2,001-25,000 45.00 ..Special ..Notes and 'Comments, ------ WEATHERWOOD OPEN LATTICE SHADE STRUCTURE FREE •.STANDING° 2008 IBC, 2066, I -RC, . 2007 CBC. TOTAL 484 SQUARE FEET APPROVED PER A.J., & PLANNING.. Other Fees . . . . . . . . .. BLDG STDS,..ADMIN (SB1473) 1.00 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 1.00 .00 .00 1.00 Grand Total 149.50 .00 q0 t' 149..50 LQPERMIT Bin # City of La Quinta Building a Safety Division P.O. Box 1504; 78,495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 , Building Permit Application and Tracking Sheet Permit # 0' Project Address: • -` .- - �RaJ Owner's Name: Q.: .• Address: City, ST, Zip: Z Telephone: 111. A. P. Number: Legal Description: Contractor: 1_/FETAjCf% % / D.� _ Address: �© 16D Project Description: City, ST, Zip: L-Yq 0011WW, 64 Diol T 1 9 Telephone: 7laD " 77,� — Qd State Lic. # : 13' 77Dg 7 3. City Lic. #: 358 ; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #:,;� � t;r a Name of Contact Person: �/"��S / Construction Type: 'Occupancy: P roect type (circle one New Add'n .Alter Repair Demo l ) Sq. Ft: q #Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rec'd TRACKING PERMU 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 Energy Coles. 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.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 91 NO EKISTP.'OIAJDSCAPE LORMN AFAR YARD BPCCIII.ATION. �g ' W E%ISTPCIOhRW" UTIIIIV IVES N REAR YARD WIACLNIAOI01 ° r...Ia • Say "Oi nic..� untm.un gg,� UO—TION F ..[[L "J ' SCOPE OF WORK a d nn cauma ° mn r°A[ T. TRENCMANDOSTALLOIb• FROM SAWM BSORLAIOAHIC HIWNELAETmom 2 SA W OR ATO NSTALL i NOt OR STONE ROSON O APAVERAND TO VAN A. BSOOWOroLLS WREISIEETOPOf 4 DOUBLE UUEUFAR MAL NEW BBOOLAtO � 0019tF SODRSAWFLEAW AUIESOOIP NO J y ACCE'SDmP8AlD FLF10.OMf LT OFF AND RUN WATER LINE FOR HOSE SIS PER PIAN GMBI®DECOBSIE PAVER08RIN0 1. REPAIR AND RESEED TREMN UIB NFRONIYARD 0. PATOOOVERSYUFE31141PA710 PLUMBING m W SEARam I.R'WI LismouALFRESCO GRSHLERF%UOR. W SEAR D7NEANDOO.RAE EOE BURNER fiuNfAF/OI ST01$000NIERfOP, BTIGOfACE TOlwiO11QISE � '(�Ue.l.(� »m �M SRL[ EXISTING RESIDENCE IBOX FOIIF YOTIIA 1EY ESD) } "nn i un�Rvw G-MMING POOL ~N rOPI WELLS RESIDENCE � AWA art xPw®m PlNlLruml o®Pr. NBWK LopsoO'!TI4TY9[e: 8•e• I 1>!1•IP ( DMt[L �_�+_�sL�eiO REVISIONS ' • / [0n0AUIO."NrWu n. w�NDO.MwiIwDumw�o0L on0Row[.oN0ne°su6 auImAmmtm mmaml omuq A14W 20,-L:--RMNu 22001 'A' —4 RONY3 W z INNER SELECTIONS U) CONSTRUCTION AUTHORIZATION Btu w INSTAIIATOIJ OF Pool SYSTIDLS AND GUIAPNOO IYAL CU1RY wTTNSALES FIELD TLE SECTION IIA• WWORY DATREOVAtE)WITS OOT AIAM TO BE NSTALIED W AL ODORS WRN ODWACCESS Dr.SWAM mfnpm APPR® ® BY PLANNING ® PA TMENT P EGUNITE DEC OOCOR POOLMEATERSIPUIPEOIAPYOJf S1 U BE NSTAN°* PER MAIM FACnJRFNB ERTBRO �� W RECONV9JDATIONS AND N ACCORDANCE WITH KCAL REGULATIONS�yy`� ®��� MASONRY PESS.[ub ALL DECOW WARSION JONM FOR REPRESENTAAN OMY. Bk•O[ YO DECK ETor'nRE FIE1DUVOVTWUVARY PRE -PEBBLE mo rl"'m ► 1 1 Ri Lit TIME los C U S T 0 M S H A 0 E S T R U C T U R E S TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 (951) 741-2107 April 19, 2010 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 2005 Aluminum Design Manual, 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 ticampbell(a�charter.net should you require additional information.QPf,VES, �o;� ��O PcJ 1. Sincerely, �r rz w ~ No.37948 r n Exp. 3/31 /1 .I s�qT C I V IL Tom Campbell, PE FOF cA, Site Information Owner's Name [A) Address City/Town State Z GENERAL NOTES: PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. JUL 151010 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 8 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 DES16NATEO "RIDGED BUILDINGS" AS DEFINEDIN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED,WAREAS 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" INACCORDANCE 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. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTFn 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 PERSQUARE F0OT. (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 8 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: KK TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY' K.K. 8 RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826jSHEET l(Qlfn4.1;7.7n7i 1 OF 30 D.P. An 100R110 MPH FAY An:L1F1P enlndlAuminm RAFTER, SEE TABLE FOR SIZE AND SPAGNG MAX. PROD. SEE SCHEDULE MAX. O.H.,�- 2S% OF SPAN *_o_H+ OPEN LATTICE TYPES 'ST'Nr' 81, NC NOTE: MAY NOT B ENCLO ED OR LO E ED. SEE SCHEDULE \ -11\ RAFTER, SIZE LE \ FOR SIZE AND SPAGNG SEE SCkEDULE •(�� -LENGTH OF STRUCTURE VARIES - � P SFF TSP NOTE: EACH COMPONENT IS INTER -CHANGEABLE TH ANY OTHER COMPONTENT,UN ESS OTHERWISE SHOWN- SFF q OPEN LATTICE -TYPE PATIO COVER - SCALE: NTS TYPE -."E" ATTACHED.SINGLE-SPAN � x .'RAFTER; SEE TABLE MAX PROD.. FOR SIZE �,i/SEE:Sc U AND SPACING ZSkOa 'y; 2MAX. SPAN O:H OST HEIGHT SE HEDULE- k LENGTH -0S UCTURE VARIES _ IJ"I NOTE: EACH,COMPONENT IS INTER- CHANGEABLE NTER-CHANGEABLE; WITH ANY OTHER COMPONTENT�UNLESS OTHERWISE SHOWN. OP.EN'LATTICE-TYPE PATIO COVER HEIGHT Fk�STNCe4'(O'NO . -PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES ryyC� ] 12' SLAB ATTACHMENT MAY BE USED WHEREJU - L ZO1O SFFT SjOgC.� POST WITH SIDE - PLATES SEE TAIL PERMITTED. - ' - OPEN LATTICE SEE SCHEDULE ` FOOTING WHERE' REQUIRED; ` O� ES SJ CH COMPONENT IS INTER- PD STSp 3 tSLAB ATTACHMENT MAlirBE USED WHERE �Q SEE SCHED FOR FOOTING 1i BLE-WITH ANY OTHER SF FPERMITTED. T1S(FC�NO 8269 ALPINE AVE., SACRAMENTO, CA 95826 - 0 NT UNLESS OTHERWISE SHOWN.' SEE SCHEDULE TE: THIS OPEN LATTICE TYPE STRU MAY NOT BE ENCLOSED OR: `(- - 2 .. ,. FOOTING WHERE REQUIRED. SEESCHED. FOR FOOTING CUBE SIZE TICE STRUCTU''d. <' Z "F" rn PE ATTACHED MULTISPAN .LATTICE STRUCTURE N948 . • . m * LATTICE -TYPE STRUCTURE NOTE: tiuv N MAX. PROD. TEN BE ENCLOSED OR COVERED. . NOTE: TKS OPEN LATTICE -TYPES ^ SEE SCHEDULE MAYNOTT BE ENCLOSED OR C. � [ RAFTER, BEE TABLE FOR SIZE _ ANDSPAGNG ' OH' M 2MAX. SPAN - O OSTHEIGHT SE EDULE , ,OG, '• IS O ,'P • G 16 -3 o� osrOSTDETJ SEE POST SS -SE ' iLENGTH OF STRUCTURE VARIES .✓ ,`' jDOS / POST CR SS -SECTION, SEE POST DET L ] ti2;61A8 - MAY SF T SOq F BE USED TO CONSTRAIN ✓ '"• ] 12' SLAB FOOTING SEE t I`- SCHEDULE NOTE: EACH COMPONENT IS INTER- PoST MAY BE USED TO CONSTRAIN .` CHANGEABLE WITH ANY OTHER SFFT� qc/N SCHE SCHEDULE CLE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. (F `- FOR EOOTIN-_ G. CUBE SIZE FOOTING WHERE REQUIRED �SEE �SCHED �T SEE SCHED. FOR FOOTING CUBE SIZE WLATTI,CE STRUCTURES ; Q TYPE "H" FREESTANDING MULTISPAN TTICF STRUCTI IRF DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG: BY: DATE: 5!052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERIND' OPEN LATTICE 10, 20d 30 pst DURALUM PRODUCTS, INC. - SCALE: NONE .. REVISED BV• K.K.S D.P - _. _ RANCHO GUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 301A _ 90.1008 110 MPH fQlR1 452.76 FAY 4NA.15.=Lm�,m.=u�=, ,�„�. SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL AlVOSHq(OFSTRlvo UC 77URC V, ROOF SEE SCHEDULE HEPROJE TpN,�( SS Af—IS S FOR SPANS EIV --LA, 0. SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SEE DETAIL FOR SPLICE —� LIVE LOAD . POST OPTIONAL: CANTILEVER BEAM S SO. POSTS, SIZE VARIES SEE SCHED� SEEPOST ED FORSPACING F SD. POSTS. SIZE VARIES eS ppSTEDULE SPACINOR ~ SD. POSTS. SIZE VARIES Q4 IV IV SEE SCHEDULE FOR PAST SPACING SCALE: NONE REVISED BY: K.K. 9 D.P. O•M. = 312" SLAB ATTACHMENT 8269 ALPINE AVE., SACRAMENTO, CA 95826 250 MAY BE USED WHERE ALTERNATE: OF SPgN v PERMITTED. SINGLE POST MAY BE USED ALTERNATE: OF SP SEE SCHEDULE SEE SCHEDULE NOTE O SPLICE AT THIS TO CONSTRAIN FOOTING. SEE SCHEDULE MAX. HT.= 12' POST DAT END BAYS. ~ j NOTE: NO CE AT OST AND APEIND SAYS. S FOOTING WHERE REQUIRED ✓ Q(`O PCJ SEE SCHEDULE FOR FOOTING CUBE SIZE O� NOTE: EACH COMPONENT IS I CHANGEABLE WITH ANY OTHER {.� COMPONTENT UNLESS OTHERVI OWN.NQ, TVnr IIA II ATTA�urn e%IK1!' I r nMAKI IA0—AK n r..r.-. .. ..Fyn. ALUMINUM ._"f OF ROOF PANEL O.H STRUCTURE VA S FOR SPANS EE E OW 0. S AY 'VO 7' Be E/VC(OSED "O.H." NOT TO EXCEED 25% OF SPAN _ ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H" NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS. SIZE VARIES 3 112' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' ATTACHMENT CHANNEL SEE DETAILS -� MIN D 75" St f1PF PFR FT. MEGWHERE REQUIRED —./DULE FOR FOOTING CUBE SIZE JUL 152010 ^^ 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. ziii;T BE ENC(OSEp ) SEE DETAIL FOR SPLICE _� DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SEE DETAIL FOR SPLICE —� LIVE LOAD . PATIO COVER SYSTEM AS MFG. BY: POSTSP SEESCM�OING OPTIONAL: CANT EVER BEAM SE DATE: 5/05/2009 POST OPTI NAL: CANT LE SEE3Cy 4 SD. POSTS. SIZE VARIES (ES ppSTEDULE SPACINOR ~ SD. POSTS. SIZE VARIES Q4 IV IV SEE SCHEDULE FOR PAST SPACING SCALE: NONE REVISED BY: K.K. 9 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 = HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 3 12" SLAB MAY BE O.N. 25 ' 3 12" SLAB O.N. 25 " USED /teal e57-7071 FAY AI x i.siq a.La9A.M1naL�m rnm OF SPgN N MAY BE USED ALTERNATE: OF SP O CONSTRAIN FOOTING. SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE O SPLICE AT THIS TO CONSTRAIN FOOTING. SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE O SPLICE A THIS POST DAT END BAYS. POST DAT END VYS. FOOTING WHERE REQUIRED —/ FOOTING WHERE REQUIRED __/ SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 12 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 "CI FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILFVFR OPTIC)N 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 SOLID PANEL 10, 20 d 30 ps1 DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 9 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 30 90. 100 6 110 MPH /teal e57-7071 FAY AI x i.siq a.La9A.M1naL�m rnm RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 2" 6` .SPS. MAX. 2" ice- 6.5" 024" d 032" y '012" .024" ALUM. ALLOY 3004-H36 y ' .032" OR EQUAL aEBELOW, ALUM. ALLOY 3004-H36 SEE NO »sc Ar OR EQUAL ,c;-�,ca 2 z:6'N1/2 RAFTER d DBL. 2 x 6 1/2"RAFTER c" _ . .. . _..:. PSF o. c L.L.= 90,"..100 8 1 MPH (' ) (IN.) m -o 'EXPOSURE 6 BYC (PSF) (IN.) _N',o EXPOSURE BAG 024 16". .14'-11" 024 16..' 21,_i„ .24" 12'-2"10 7.. 24': 17'-2° 16' 20,_1. X1'0` 032 .032 24"` 16-5" 24" 23:-3" 15 x..16 24 10 ` 16 3' - � }� '..24-G W7K. JUL 15 . 010 20 D24 24 ",2 5' >� 16" 10'-10" 16" ' 20'_7" .024 :_1, - .032' 24. 8'-10° `QApFESS/ �� 24" 20 .032 16' 14, 7„ ;��p. PS q ,Cq�A o2a24". 16 13-g' - 30 241. 11',2„ 16„ 18,-0., Z r Z .'042 24„ 14,x„ W N0.3794s' r `m .032 ' za" 15, 1„ Exp.9131 Ti a .16„ 3024 �P 24" 7'-11" QCT` 30 90/100/110 MPH EXPOSURE B & C 3.0" �--�� 8.0" 16" 16'-2" .042 24" 13'-2" .042" ALUM. ALLOY 3004-H36 OR EQUAL SEE NOTE BELOW - 00 v c 13 (A o . , 3 x 8" RAFTER L:L.= (PSF) 1 (IN.) 100 MPH_ ' 110 MPH EXP. B & C EXP. B' EXP.0 (FT.) .042 16„ –: 28,_5, 28'-5' 27-4- 24" 23'4" 23'-2" 27-6" 10 16 17 18 19 20 21 0 3 4 4 .042 16" 201-01, 20'-6" 20,_6,• 24" ' 16'-9" 16'-9" 16'-9" .20 4 5 5 6 6 7 7 8 8 9 9 10 .042 . 16 18-6 18-6 18'-6' 24" 15'-1" 15'-1" 15'-1" 30 11 11 12 12 13 3' — 7 7 032 24" NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED 10'-8" AND SINGLE RAFTERS SPACED 24" O.C. MAYBE USED AT 48" O.C. WHEN DOUBLED. PROJECTION - SPAN O.H. T RIBUTARY TRIBUTARY= WIDTH 1/2 SPAN r O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN 16" 16'-2" .042 24" 13'-2" TOM CAMPBELL 6 ASSOCIATES, INC. uvE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE 510512 0 0 9 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - 10,20 8 30 Psf TRIBUTARY WIDTH TABLE SCALE: NONE REVISED BY• K.K. B D.P. - CLEAR SPAN (FT.) HORIZ. WIND= 8269 ALPINE SACRAMENTO, CA 95826 j O.H. 6 7 8 9 10 11 12 13 14 15 1 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 V 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 9 9 10 1 10 11 ' 11 12 12 13 13 14 14 15 11 11 12 12 1 13, 1 13 14 14 15 1 15 1 16 PROJECTION - SPAN O.H. T RIBUTARY TRIBUTARY= WIDTH 1/2 SPAN r O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY KK TOM CAMPBELL 6 ASSOCIATES, INC. uvE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE 510512 0 0 9 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - 10,20 8 30 Psf DURALUM PRODUCTS, INC. - SCALE: NONE REVISED BY• K.K. B D.P. RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND= 8269 ALPINE SACRAMENTO, CA 95826 j 90. 100 8 110 MPH IR1A7 457.7mi FAX ifM.151a ."i.'.m+A" tL SHEET 7 OF 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. 12" x 3 1/2" W PANEL 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 LL.= 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" FLAT PAN W/(2) -VS F;07 #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: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 P. DURALUM PRODUCTS, INC. SCALE: NONE,RANCHO REVISED BY' K.. B O.P CUCAMONGA. CA (95 1) 741-2107 PANEL FASTENERS HORIZ. WIND - 6269 ALPINE AVE., SACRAMENTO, CA 95526 i(AIRI SHEET 6 OF 30 90. 1008 110 MPH 4s7.7n71 FAY dna1F1A .r.., COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS a: �2 I 3.00" SQ. 3.00" SQ. o T ;. „;w. 3.00"SQ• .. .024" #10 SMS 032" @24 O C �I1.00C� '!� G3xt=:188 EA.CSIDE - H=3"SQ.xt=.250'11 OYr 6t5_" 3., 075" J=4"SQ.xt=.18811 C o � — 14"R TYP. •040" ALUM. K18811 ' L-32- .048"STEEL 30' ' 4.0OR 5. 0 @) 5�8--,, TIG P 3" Q. ALUM:-POST 3,�SQ�A �P S `1 + O, X3004- -36 MAG.POST SQUARE WITH`'SIDE'PLATESs 3" SQ: STEEL`'POST 3" SQ. ALUM. POST STEEL' POST ALUM. ALLOY`3004-H36 �0 .JUL 15-201U 7ALUM_ ALLOY 3004-H36ASTM A653 , ALUM: ALLOY 6063-T6 ASTM`A36 GRADE`40. r ALUM. ALLOY'3 00 FESS/�QR 6063-T5 - 2.40 ` z.o^ �QQ, tijQm �2G� _ 1.375" O s h 16 0H0 2 1/B" PART 7l LE 6"2 FLANGES jj coZ. r z 0 .75" W ~ N0.3Z948 r 'T 0 - ASTM GRADE 36 STEEL 1.125" 2:5" . 3 ?, p:- 13111 *; 75" 0 75" T BASE FLARES 157 O 3"WIDE.EA. 't1r 1.60" TYP�' -- — LAN • - 1.5 c .. SID E OF FLANGES GES INSTALL WASH. PLATE POST FOR 7 1�`x 5/16',x 5 ' WHEN USING .090" TMP" ONLY 5 6, 1-7/16"0. HOLE IN 110 MPH WND`AREA rk 2- 5/16"0 HOLES 8 2-3/8" HOLES .090" BRACKET FOR 3" POSTS TYP: EA. SIDE ALUM "T" BRACKET STEEL- "T" BRACKET 5' T=.060" TYP. y, �3)- 318" LAG SCREWS OR - 6„ 4)-1/4" LAG SCREWS 2 1/8" 2 1/8" 'T' BRACKET J (2:5" PENE: INTO' EA. STUD) 7/a" @ 3-SQ. POST W/ J - _ 1:2.. , (2)-#72 SMS-EA. 3* SO. ALUMPOSTSIDE OF POST OR 6 i 1 2 1/4' M.B. THROUGH XN 1 POST'—, 3,. W -� 7 GA. PL. (.18'� 11/1 STLROD 3/16" 1/e" 2 1 zo L. STEEL PARTS PAINTED 3" 3' "RUST-O-LEUM' OR EQUAL 20" 3"SQ.POST BRACKET: 2 112"x 2 1/2' OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. x 7 GA. STL OR ELECTROPLATED PER SIDE (2-TOT.) PLT. ASTM A36 'ALUM. ALLOY 4" DIA. 9 GA. -- 6063-T53" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3/ 6" 95.16 Y7 GA. STEEL PLATE "H" BRACKET 3" x 8" ALUM. HEADER SINGLE PASS WELDED NOTE: ASTM A36 SOIL ANCHOR MAY BE USED WITH STEEL PARTS PAINTED — WSQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER BRACKET NOTE: ONLY. OR HOT DIPPED GALVANIZED OR ELECTROPLATED STEEL FOOTINGS AND SOIL ANCHOR TO BE SINGLE PASS WELDED (d l USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. CTGLE CS WELDED ` DRAWN BY: KK TOM CAMPBELL & ASSOCIATES; INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ - 10, 20 & 30 pal DURALUM PRODUCTS, INC. - SCALE: NONE REVISED BVi K.K: 9 O.P. - RANCHO CUCAMONGA, CA (B51) 741-2107 POST TYPES HORIZ. WIND - H 90. 100 8268 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 9 OF 30 & 110 MPH (QlRi'AB7 mi FAY d0A-151Q �nN�nl,.w,�,m m". HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50' WALLFASTENERS 2,740" 1 •06 1 1 1 / IA TC1 SEE TABLE 300" 633" 1O WALL FASTENERS 1.75" O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \c ALUM. PANEL 2x OR / 3x ALUM. RAFTER --� FASCIA BOARD' ALLOWABLE PROJ. SEE TABLE BELOW .25"R (2)=�DIA. #14 SMS @ PANEL 0 b LOCKS OR #8 SMS 10 .563" 281" AT EA. CONTACT CONTINUOUS A- RAIL ALUM.ALLOY RO�PANELQ (WHERE OCCURS) 6063-T6 .060 ALUM.ALLOY B #14 SMS @ EA. CONTACT ,�—� 6063-T6 AL6063 LOY EXTRUDED HANGER CHANNEL WALL CONNECTION D I.R. HANGER EXIST. EAVES, RAFTER EXISTING EAVE_— EXISTING EAVE CONNECTION ( 2 T=.060" --J w N WALL FASTENERS 0 SEE TABLE O a � APPROVED 3" OR f' N IINSUL ROOF PANEL 0 EXIST. RAFTER 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 BorD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD. BorD E E E J J K FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) wo A=3/8"0 x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE zz B=3/8"0 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 Ww Wa D=7/16"O x 1 1/2" @ 12" O.C. 16'-9" U_ V5 E=318"0 x 4" @EACH STUD F=7/16"0 x 4" @ EACH STUD EXIST. RAFTER _f__ ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2' x 4"V-6" FULL OR 2" x 4"1'-6" FULL 16' O.C. RAFTER 16,4„ 13'-10" T-3" 2'4" 11'-8" 8'-8" 5'-10" 24" O.C. 10'-8" 8'-3" 5'-6" FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 17,-6„ 14,4„ 9'-6„ 2"x8" FUIL 24" G.C. T -O" 29'4" 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: (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 `yam 4#14 SMS T&B 1.880-- * AT 12" O.C. pROFE No.37948 r ; P•3 ii L 151010 1 1/2" 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#L.L: (2)#14 SMS EA. SIDE U -BRACKET _f__ 3/16" STEEL __ 3/4' OR 1 1/2" LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 1/4"0HOLES,TYP. NOTE: PROVIDE WATER I 2" x 6 112" OR 5" MIN. 3" x 8" ALUM. DATE: 5/0512009 8PROTECTION METAL FLASHING CHUCK JOINtS AND SLOPE TO DRAIN RAFTER L BRACKET AT EVERY 2x 1 114" /4" OR 1 1/2" RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMEAND NET TS Ho. WIND = \ FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH 9o. 100 d 110 MPH 191A1 dF7-71171 FAY dn.m.s1A =nbNTA—i— �I 2Y6 OR 2.8 LEDGER 2 EACH 1/4"0 x 3-1/2" LAG SCREWS LL=10 sr R` 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psl RAFTER (2- MIN. PENETRATION INTO (3)11 4x3 1/2" W.S. }#14x1 3/4" PATIO COVER EXISTING WOOD STUD) RAFTER TO WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET MAY BE MOUNTED 4 BRACKET CONNECTION BELOWRAFTERW/ DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 6 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY K.K. 6 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMEAND NET TS Ho. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 j SHEET 8 OF 30 9o. 100 d 110 MPH 191A1 dF7-71171 FAY dn.m.s1A =nbNTA—i— HEADER BEAM TYPES & ATTACHMENT. DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP_ 3.00" SQ. 2.00" SPLICE WHERE _..11 , - " 1.79" OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS 4.6 075- `D 73" 2.57" 4.6" TYR aR 2.19'. 2.04• 065 2.08" 2.04• TYP. 065^ 2 93" T TYP: a.0000 3.0�--I .281. 2.r ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 O ALLOY 3004-H36. O 6063-T6' O O 6.5" ROLLFORMED 4.5!' -GUTTER B'. MAG'. GUTTER O' MAG BEAM 3" SQ. STEEL BEAM 4" 3.0" 3., 6.5• 3 2„ 6.5" • "J 2"� � MAX. SPLICE - —i .042" WHERE` 4" SPLICE WHERE .024" OCCURS 070 OCCURS --*----.032" 8.0" TYP.. .042" .032" .110" TYP. 1 ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3bO4-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 60,63-T6 ' ' C 6063-T6 J I OR EQUAL fi 4' I -BEAM O 7" I -BEAM O 2x`6 RAFTER DBL. 2 x 6.5 BEAM . O 3 0 ' 3x.8 BEAM /I 1.25" ALTERNATE STEEL C -BEAM, FOR ALUM. I -BEAMS r--I� 3 e' 625" ' r M 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C. -BEAM -y --m-042" 4 .042"_. T=14 GA 7" I -BEA r- 3 1l4" x 12 GA. STEEL C -BEAM 8" 7•875�� ASTM A653 GRADE 50 OFESS� o,. JUL 1 E 2010ioF ALUM ALLOY 3004-H36 ALUM. ALLOY 3004-1436 625 ~ i tTl GR ESL �� OR EQUAL �� No. 3794rn 8 ST_LfINSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL INSERT ^a�Q DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOA&W PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl OURALUM PRODUCTS, INC. ' SCALE: NONE .REVISED BY: K.K. 8 D.P. • ----_ RANCHO CUCAMONGA, CA 951 741-2107.. BEAM TYPES - - HOR12. WIND,=_ 6269.ALPINE AVE., SACRAMENTO, CA 95828 SHEET 11 OF 30 90. 100 & 110 MPH UHAI 467_7n7l FAY 403_1Ftp COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 18" 18" SQ. 12" ALUM.-MRACKET USE WITH 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. POST TYPE B.C.D. OR E. 26" 32" SQ. STEEL POST ONLY: 28" 35" SQ. 'T" BRACKET 30" STEEL."rBRACKET USE WITH 28" i USE POST TYPE (3}S/B"0 BOLTS 34" 3 SD. POST W/ 32" POST TYPE B.C,D,E,F,G,H,J OR K _ . ' F. G, H.�J OR K FOR POST TYPE J 55" SQ. 3"SQ. POST (2) #12 SMS EA. 3 5q. POST ALUM.R ERACKET: USE (z}3/a 0 wln 39" - I i 64" SQ. 4I5,. 44" SIDE OF POST OR ' 1/4" M.B. THROUGH 43" KWIK BOLTS OR EQUAL STEEL.TBRACKET: I 12 DEPTH OF \ 2 12"0 BOLTS FOR 16"INSERT . POST SEE NOTES BELOW USE (2)OR E UALHILTKWIK BOLTS OR EQUAL j FOOTING OR I I 12" MIN. EMBD. I 1 ALL OTHER CONDITIONS 45 • 1 I ASTM"A3� (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH ;; , STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS I I ' 7 •`;� T_O.C: BRACKET TO SLAB. I I I MINIMUM DISTANCE TO ' BAS P EDGE OF SLAB = 2-112" ... G �� W j ASTM A572 STEEL �` "••. SLAB SHALL BE IN DEPTH 4 . POURED '�;L; '•S . t.•�•:' vwi i�� F w 3n6" _ GOOD CONDITION e CONCRETE FOOTING SEE NOTE ` .� \ ": moi,.;•::". w 3" SQ. POST (STL.) FOR SIZE '(1)-112"OM.B. �o OR FLUTED 3 1/2" MIN. SEE FOOTIN x9". LONG, 1" SQUARE OR 4" SO. POST (STL.) SCHEDULE QUAR FROM END-- SEE FTGS, INSERT OF POST_ SCHED. EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING8 SQUARE POST INTO FOOTING EMBED. 9 PL.5/8"THK. ` 1 12" g• t 12" 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 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)-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. -r BRACKET WITH 3X8 BM. WANSERT, MAG. BEAM, 4"OR 7"I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X Y„' X 0'44' AT STEEL "T" BRACKET. 3. POST TYPE F DO NOT USE STEEL "T" JUL 151010 BRACKET W/7" 1 -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED WELDED STEEL BASE PLATE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SQ. x 5/8" B. C. D. F, G. & H FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS 9"Wx 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH) DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT10, 20 d 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY' K.K. B D.P. RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1101M 90. 1008110 MPH As7.7ml FAY 40.•-151p""hc4i4ivaun"rn". SHEET 100 30 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" –.61" GUTTER EXT. CLIP! GUTTER EXT. CLIP. 3.0 2.00" i 1.79" SPLICE WHERE OCCURS SPLICE WHERE SPLICE WHERE _11.0or- OCCURS OCCURS 2.57" 2.19" i., I 4. I 4,6" 2.04* .075" TYP. 14"R Typ. -048': 2.08" 2.04' Oar TYP. T.yP. 2e .038"'R F GUTTER FASCIA-ALUM. ALLOY3004-436- 6.51" ROLLFORMED 2.7: ALU.. ALLOY 6063-T6 ALUM. ALLOY 6063-'T6 ALUM. ALLOY 6063-T6 ASTM A653 GRADE 40 E 4 4.5" GurrtRO MAG.-GUTTEROO MAG BEAM 3" SQ. STEEL BEAM r 3.0 SPUCE WHERE OCCURS__ 4* —070" TY. P. SPLICE WHERE OCCURS 7" .110" 024" .032*." .(?421" 3' MAX. 2', .032" .042 80 ALUM. . ALLOY 6063-T6 ALUM. ALLOY 6063-T! ALUM. ALLOY 3004-H36 OR EQUAL i ALUM. ALLOY 360444315 OR ECILITA ALUM. ALLOY 30044 136 OR EQUAL 4" I-BEAlk O 7" 1-BEAM 2 x- 6 RAFTER. DBL. 2 x 6.5 BEAM 3 x 6 BEAM ALTERNATE STEEL C;-BEAM FOR ALUM. [-BEAMS 3' 625 4" i-BEAM = 7"x.2 3/4". x 16 GA. STEEL C-BEAM )42" 042". T- 14 GA. " ;; 7I-BEA1/4" x 12 GA. STEEL C-BEAM 7. ASTM A853 GRADE 50 OFS �l IFF 15 JUL 010 ca ALUM. ALLOY 300"36 lla OR EQUAL ALUM. ALLOY.3004T443 OR EQUAL O3 .2.875- FS 625" No. 3 7.948 ;3 k x 8 BEAM DBL J A V BEAM STEEL INSERT CA BY: KK I TOMCAMPBELL& AssocfATEs.,INC.- lAnO COVER SYSTEM AS MFG. BY: LIVE LOA DU k5r�009 L MMERCLAL AND RESIDENTIAL STRUCTURALENGINEERING16, 20 & 30 PSI UM- PRODUCTS; INC. NONE BEAM TYPES HORLL WIND INE AVE., SACRAMENTO, CA 9sem DRAWN ATE SCALE: REVISED RANCHO CUCAMONGA, CA (951) 741-2107 SHEET 11 OF 30 — BY' K.K. D.P. go. 100A 110 MPH 101M eCf.Mii FAW 4M.1510 .,J..~­brnm OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM, OR HARDBORD ) 2414 x 1/2' S.M.S. EACH SIDE OF 3' SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER EA. SIDE OF 3' SO. POST .5 + tto" .O _ +'1 2.35 3" SO. POST 2-#14:12'SMS EACH SIDE OF 3" SO. POST{4-TOTAL)) .ALTERNATE 1/4'0 -BOLT W/ WASHER EA'. SIDE OF 3' SO. POST' - 3" X 3" ALUM. OR STEEL POST 3.00' 3' SO. POST 1 w OR .240" Y GUTTER FASCIA H -BRACKET TO POST MAG BEAM 3' SO. POST I 3"SQ. STL. BE) M13 ' •} ALUM. ALLOY,3003-H24:. " ALUM;,ALLOY}3 03 H24','- 3: . BEAM TO POST CONNECTION DETAILS 3" x 8" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM. #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR ' EXTRUDED GUTTER (4)-#14 SDS @ E.A. SIDE FASCIA TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C./ 6 1/2"x2"x .024"RAFTER I. ------*ems .28" 3..1.50' 2.. z8" � 2.. L -J� .. � 01 i 2"x3" LATTICE TUBE 4 112=OR_2" SQ. OR 2'x3" LATTICE aQ 3"O.C. MIN. UP TO 7"O.C. MAX. RAFTER 16 1010 r; N0.37948 r , 4 ri- U m, I I \)-#14 S.M.S. EA. SIDE (4) -TOT. #14 S.M.S. TOP '& BOTT. (2) -TOT. 1 1/4" J_j 1_1 -1 J4" 6 1/ ALUM.BRACKETX Finn RAFTER "TAIL" TO GUTTER I = .U4U" (0) bU(i3 t = .040" 3004-H36 (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER '1/2" MIN. 0 0 4 x 3/4" TEK SCREWS OR (6) #10 x 3/4" CKET TO BEAM EWS DRAWN BY: K.K TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST 10, 206 30 psf DURALUM PRODUCTS, INC. REVISED BY: K.K. BD.P.. - RANCHO CUCAMONGA, CA (951) 741-2107: ATTACHMENT HORIZ. WIND =' - 8269 ALPINE AVE 'SACRAMENTO. CA 95826 90. 1008;110'MPH (F/F1 eF7.7o91 FAx 401-1F1G svMcMMimh.m _ SHEET 13 OF 30 SPLICE DETAILS 11 1 BEAM TO POST DETAILS~ 12 SIMPLE SPLICE FULL MOMENT ' I I III, to S.M.S. II #12 S.M.S. (b TOT. TYP THICKNESS = .035 (24 TOT II „ TYP. THICKN ISS = .035" II 6.38" 11 t t t tt t+ +t ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. 3' TOTAL= (8)-1/2"0 BOLTS i ....................................�_..........i ............... ..... JUL 15 SPLICE WHERE OCCURS ALUM.ALLOY DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = 6063-T6 16" ---II 1. IF+ - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 4" I -BEAM 10, 20 b 30 ps1 3'-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WHI OCCUF ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C --;PI ICF (2 LO S.M.S.W. EA. VALLEY, TY . NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR [-BEAM ALUM ALLOYJ-11 SO. POST,CONNECT WEB (6061-T6) ALTERNATE TO POST W/(2)-1/2"0 STL. C -BEAM THRU-BOLTS SO. POST 1E SI0, BEAM TO POST CONN. P� ti1,p Fy No.37948 r m : P-3/31/11 'o, #12 METAL BACKED. OQ NEOPRENE WASHERED TEK SCREWS @ B-O.C. 'qAAX. STAGGER IN BEAM FLANGE ROOF PANEL — — — '— 4-x3' ALUM. "I" BM. OR (4)-1/4.0 M.B. BEAM 7'x4' ALUM. "1' BM. lf TO BRACKET 2- 3/8"0 M.B. THRU STL. -r BRACKET TO POST. POST, SEE SCHEDULE ­— _v__ ALTERNATE BEAM TO POST CONN. DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 b 30 ps1 DURALUM PRODUCTS, INC. R REVISED 8V K.K. b D.P RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 b 110 MPH SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO.. CONNECTION /BEAM SPLICE TO 1 1/2" OR 2"LATTICE #8 S.M.S. I OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ALTERNATE 1/2" DOUBLE RAFTER - POST. NOT PERMITTED PLUG WHERE I @ 2 -POST UNITS SCREW IS INSIDE BOLT CONNECTIO PLAN 2 6'SCREWS ALTERNATE: -PER SIDE I 4414 S.M.S. EACH #1'4'SMS MAY RAFTER TO COL.--------------- BE-USE:A -- CONNECT. (8-TOT.)"j ALTERNATE TO Ile,1/4"0 BOLTS 3:5" i• 8" BEAM as o 6 a1 ORx a- i I- 1" 6-1114 SMS EA. SIDE -*I' I I . 6 1/2"SIDEPLATE EA. 3"x 3"STL.POST (24") I o I ALTERNATE: ��� ' I INSERT ATTACHED OR #14 SMS EA. SIDE SIDE:SEE POST=SCHED ^ 3"x 3"STL:POST COLUMN (2) 2x6.5" OR I I. (2)-3"x8"HEADER TOP, MID.FiEIGHT r FOR FREESTANDING AND BOTTOM. 3 SQ -POST BETWEEN SIDE PLATES (2) -1/2 -BOLT BEAMtT-0 P0ST7C0NNECTION 2"x 6.5" SIDEPLATE 31t,*'?v --y� r - (CTI.; ? POST SCHEDULE 21 DBL. RAFTER./ DBL. HEADER CONN. 9 ti. �".�jV•n"�l'{S y F,�•'q 1.. a3" SO. x.032" + (2)-2" x 6 1/2" x.024" 3'` SQ x_.03A2Y,�3(2)-2" x 6 1/2" x.032, 1 W/ (b 414 S.M.S. EACH SIDE. W/ (6)-#14 S M. S. EACH SIDE. USE ON-CONC. SLAB ONLY US&ON CONC. SLAB OR FOOTING, #8 S.M.S. EACH SIDE /-- LATTICE 1 1/2" OR 2" I 3"x8" RAFTER NTE: 1/2" BOLT ALTERNATE: 2 - #14 S.M.S. EACH RAFTER Tb COLUMN CONNECTION (4 -TOTAL) ALTERNATE: 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 STUB COLUMN TO DOUBLE HEADER CONN. 2p EXIST. SHEATHINGJUL5'20�0' J' f 2"x6" LEDGER (NEW OR EXIST.) rn . ��� (2) 3/6" LAG SCREW • E STUCCO OR EQUAL 5" PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. UVE LOAD - - PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10; 20 8 30 ps1 DURALUM PRODUCTS, INC. 110IM452.7n7l SCALE: NONE RANCHO CUCAMONGA. CA 741-2107 CONNECTIONS HORIZ: WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BV' k.K. 8 O.P. ;(951) 90. 100 8'110 MPH FAX ena151A mi".aam�.dnT �,.,.. SHEET 14 OF 30 I Uft- L. L. yU IVIrrl rrcCCJ IAN UINU 6c A I I AUME—U SOLID PATIOS 12' OR LESS EXP. B & C } SOLID 6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL AL ENGINEERING 3" SQ. STEEL BEAM o Fy MAX.COL. SPACING ON SLAB MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE ATTACHED FTG MIN. POST (IN. ) TYPE MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE ATTACHED FTG. MIN. POST (IN.) TYPE MAX.POST FREESTAND ATTACHED SPACING FTG. MIN. FTG MIN. POST POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE ATTACHED FTG MIN. POST (IN.) TYPE MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE ATTACHED FTG. MIN. POS (IN-) TYP 4' 17'4" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 13'-10" 32 F 19 B 1 12'-7" 32 F 19 B 13'-7" 32 F 1 21 B 5' 13'-7" 12'-4" 32 F 20 B 16'-3" 32 G 22 B 12'-5" 32 F 20 B 11'4" 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' 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" 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 I 7'-8" 29 G 23 B 7'-10" 29 G 25 B 13' 5'-2" 10'-2" 1 32 H 25 B T-4" 32 H 23 B 7'-6" 32 H 25 B 14' 4'-10" 9'-9" 32 H 26 B 7'-1" 32 H 24 B 7'-3" 32 H 26 B 15' 4'-6" 9'-5" 32 H 26 B JUL 5 210 6'-10" 32 H 24 B 7'-0" 32 H 26 B 16' 4'-3" 9'-2" 32 H 26 B p ESS/ 6'-8" 32 Ei 24 B 6'-10" 32 H 26 B 17' 4'4" 8'-10" 32 H 27 B 0� QS C'9 A!<1 6-5" 32 H 24 B 6'-7" 32 H 26 B 18' 3'-9" 8'-7" 32 H 27 B r rn 6'-3"2 H 25 B 6'-5" 32 H 27 B 19' 3'-7" 8'-5" 38 H 2701 B 3131 1 6'-1"8 Fi 25 B r- rr 6 3 38 H 27 B 20' T-4" 8'-2" 38 H 27 B n �" nQ�\ 5'-11'P3 8 H 25 B 6'-1" 38 H 27 B POST F MAX HT.= 8' 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 SIZEVV�uJII 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 DATE: TOM CAMPBELL 8 ASSOCIATES, INC. SOLID LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: SCALE:: NONE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL AL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 30 s1 DURALUM PRODUCTS, INC. REVISED BY: K.K. 8 O.P. RANCHO CUCAMONGA, CA (851) 741.2107 AND ATTACHED HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 85826 90.1006110 MPH rcta1 a5z7mt Fax ana_t5ta •oLa�A,"m„m rn.., SHEET 15 OF 30 JUL } Y SQ. STEEL BEAM DBL. 3"x8"7.042"BEAM �.' J v0 Z m FREESTAND ATT. FREESTAND ATT. 5 MAX.POST MAX.POST ��. a Z SPACING FTG. MIN• FTG. SPACING FTG MIN. FTG. (, �w0 POST (IN.) TYPE (IN.) (IN.) TYPE (IN.) 37x8',yBEAMw4NSERT- 17'-0" 14'-4" 32 G .16 19'-2" 38 G 20 5' 13'-7" 13'4" 32 G 17 17'-2" 32 G 20 6' 11'-4" 12'-6" 32 G 18 15'-8° 32 G 21 7' 9'-8" 11'-7" 29 G . 18 14'-6" 32 G .22 8' 8'4" r 10'-10" 29 G 19 13'-7" 32 -G 22 9-- T-7" 10'-3" 29 G 19. 12'-10" 32 G 22 .10' 61, 911 9'-8" 29 G 20 12'-2" 32 G 23 2 6'-2p 91-311 29 G 20 11'-7" 29 G 23 121:. 5'-8" 8'-10" 29 G 20 11'-1" 39 G 24 -13' 6-2" 8'-6" 32 H 21 10'-8" 32 H 24 14' 4'-10" 8'-2" 32 H 21 10--Y, 32 H 24 G 4'-6" T-11" 32H 3 21 9'-11" 32 H 24 16 4'-3" T-8" 32 H 22 9'-7" 32 H 25 17' 4'4" T-5" 32H 9'-10" 22 9- All ' 32 H 25 18' T-9" . T-3" 32 H- 22 9'-1 " 32 H, 25 19' T-7" 7'=0" . 38_ H 22 8'-1011 38 H 25 20' 3'4" 6-1011 38 H 22 8'-711 38. H 1266- 6: JUL 15 2010 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 t��,•��, ���:.c°/ 'I IVVi, #; L u[A L -Ar.— : D-;Gt �. DBL -.2"x6 5N.032" OR 3"x8"BEAM BEAM 37x8',yBEAMw4NSERT- ""' TOM CAMP,AfrdL8 SSOAA ES; INC. Y H F ] p m FOR ATTACHED PATIOS MINIMUM NO. OF POST TYPE D FOOTNOTE: PATIO COVER SYSTEM AS MFG. BY: MAX.POST SPACING FREESTAND IDATE:: NON 09 SCALE: NONE ATT.FREESTAND MAX.POST SPACING'I - - 1 y9 �.;•aya DURALUM PRODUCTS, INC. I.ATT. FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) ' MIN.. POST TYpE FTG. (IN.) POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C (p1F1 d57-7!197 FG%dpi.lE7p Iulwl i?,Allro4,m rnm 16-4" 32 G 20 C29'1" 38 G 21 6• 2 2 2 2 14'4" 32 G 20 26'-9" 38 G 22 �, 2 2 2 2 13'-4" 32 G 21 24'-5" 38 G 23 e 2 2 2 2 12'-4" 32 G 22 22'-7" 38 G 23 9, 2 3 2 2 29 G • 22 21'-2" 38 G 24 10• 2 3 2 2 10'-11" 29 G 22 19'-11" 38 G 24 11 3 3 2 2 101-411 29 G 23 18'-1111 .38 G 25 12, 3 3 2 2 9'-10" 29 G 23 -.18'-0"32? . 25 13' 3 4 2 2 9'-5" 29 G 24 -17'-3" 32 ' G 26 14' 3 4 2 2 9'-1" 32 H 24 16'-7" 32 H 26 15, 3 4 2 3 8'-9" 32 H 24L 16-0" 32 H 26 16• 4 4 2 3 8'-5" 32 H 24 15'-5" 32 H 27 1r 4 5 2 3 8'-2" 32, H 25 .14'-11" 32 H 27 16• 4 5 2 3 8'4" 32 H 25 14'-6" 32 H 27 1e 4 5 3 3 32 H 25 14'-1" 32 H 27 20' 4 5 3 3 T-6' 38 H 25 13'-9" 38 H 28 FOOTNOTE: HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED USE ON CONC. SLAB ONLY ON CONC. SLAB OR FOOTING 7'-4" - H 26 13-4' 38 H 28 q� Fy y FOOTNOTE: COL. COL. TYPES TYPES D-1 =.024" 0-2 =.032" SIDEPLATES, SIDEPLATES, X11 * FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES}EXPOSUREIC ?#ADDITIONAL FOOTNOTES WHERFi(1N1 Y CINF FI( LAR F`CI If11NN 5A1 n Irrn TCC cvo _ o p r DRAWN BY: K.K. TOM CAMP,AfrdL8 SSOAA ES; INC. LATTICE LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IDATE:: NON 09 SCALE: NONE MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 d 30 psl DURALUM PRODUCTS, INC. REVISED BY: KK. 8 D.P. RANCHO CUCAMONGA, CA (951) 701-2107 AND ATTACHED HORIZ. WINDS 8268 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30 -c. 90.1006110 MPH (p1F1 d57-7!197 FG%dpi.lE7p Iulwl i?,Allro4,m rnm 30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( >_T' 90 MPH I -BEAM 110 MPH WIDTH DBL. TWN.042"BM EXB&C DBL.2"x6.5"x.032" BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP .ND ATTACHED OR 3"x8"BEAM 4'-7" SQ x 5'-0" SQ x MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING MAKPOST Q m❑ Z Lo)U FREESTAND ATTACHED Q o Z icn O SPACING SPACING FOR DBL. FOR 3 x 8 BEAM SPACING FTG. MIN. FTG MIN. POST FTG. MIN. POST FTG MIN. EFREEMSTANDATTACHED FTG MIN. POST FTG MIN. FTG MIN. (IN)POST TYPE ( INS TYPE (IN.) TYPE IN'POST ( ) TYPE 2x6.5x.032 (IN•) TYPE (IN•) POST PE (IN.) POS TYP a• 6'-2" 20'-11" 41 J 24 F 13'-11 32 J 22 B 9'-10" 9'-10" 3220 B J 1 C 1� 36 Y24 / 5• 4'-10" 18'-9" 41 ,J 25 F 12'-5" 32 J 23 B 8'-10" 8'-9" 32 J 20 B 17 36 �5 C/ 6'-1" s' 4'-0" 17'-1 " 36 J 26 F 11'-4" 28 J 23 B 8'-1 " 8'-0" 32 J 21 B 15'4 36 J 26 C/ �„ r 3'-6" 15-10" 36 J 26 F 10'-6" 28 J 24 1 B 7'-5" 7'-5" 29 J 22 B 14'-43-7" 36 J 26 C/ B 3'-1" 14'-10" 36 J 27 F 9'-10" 28 J 24 B 7'-0" 6'-11" 29 J 22B 13'-5" 36 J 27 E/ - 9• 14'-0" 36 J 27 F 9'-3" 28 J 25 B 6'-7" 6'-7" 32 J 23 B 12'-8" 36 J X27 E/ 2"_011 10• 13'-3" 36 J 28 F 8'-9" 28 J 25 B 6'-3" 6'-3" 32 J 23 B 12'-0" 29 f 25/ E/ 8 11 12'-8" 36 J 28 F 8'-5" 28 J 26 B 5'-11" 5'-11" 32 J 23 B 11'-5" 29 J 2 E/ 10'- 28 12• 12'-1" 36 J 29 F 8'-0" 28 J 26 B 10'-1 J 2Y2,9 E/ 29 13 11'-7" 36 K 1 29 F 7'-9" 32 K 27 B 10'-6" 36 K 229 E/ 1a 11'-2" 36 KI 29 F 7'-5" 32 K 27 B TT_36 10'-2" K 26 /9 E / FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EX 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 JUL 15 2010 ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP .ND ATTACHED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAwN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LNE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE: 5!05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 paf OURALUM PRODUCTS, INC. 1fQ1Ald.';7.7n7i j REVISED BY: K.K. 6 D.P. RANCHO CUCAMONGA, CA (851) 711-2107 .ND ATTACHED HORIZ WIND • 8269 ALPINE AVE.. SACRAMENTO, CA 95826 80.100 & 110 MPH FAX Anl.tito •n4�A1tA,"nl„m SHEET 24 OF 30