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12-0578 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Applicant: Architect or Engineer: PIS °F�Ww BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: GREG COLLINS 43691 PARKWAY ESPLANADE EAST LA QUINTA, CA LA.QUINTA, CA 92253` Contractor: ,` (D VALLEY PATIOS I 37897 CHESTERFIELD STRE BERMUDA DUNES, CA 92203 (760)534-4634 Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: ' . 5/24/12, MAY 2 4 2012 CITY OF LA Q I TAU A! v ------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing, with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent.to self -insure for workers' compensation, as provided License lass: I C51 C8 License No.: 937811 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is �% issueif. Date C.. • ontractor: - _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION 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 acivil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property 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.).' (_ ) 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: .. LQPERMIT insurance carrier and policy number are: • Carrier SOUTHERN INS CO Policy Number WSIO047500-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws ,of California,' _ and agree that, if I should become subject to the workers' compensation provisions of Section fjnjI3J177000 of the Labor Code, I shall forthwith comply with those provisions. - te:e'LI Ap iEant:' WARNING: FAIL E TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. , -APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on'this application. i 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 shalj,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 fromdateof issuance of such permit, or cessation of work for 180 days will subject permit to cancellation: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of�this gonty,on the above-mentioned prop y for inspection purposes. '-ature (Applicant or Agent): - Application Number: "Y12=00000578 •� Property Address: 43. 91`PARKWAY—ESPLANADE E APN: 609-600-045- - - Application description: •PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Appl'cation valuation: 5719 Applicant: Architect or Engineer: PIS °F�Ww BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: GREG COLLINS 43691 PARKWAY ESPLANADE EAST LA QUINTA, CA LA.QUINTA, CA 92253` Contractor: ,` (D VALLEY PATIOS I 37897 CHESTERFIELD STRE BERMUDA DUNES, CA 92203 (760)534-4634 Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: ' . 5/24/12, MAY 2 4 2012 CITY OF LA Q I TAU A! v ------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing, with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent.to self -insure for workers' compensation, as provided License lass: I C51 C8 License No.: 937811 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is �% issueif. Date C.. • ontractor: - _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation OWNER -BUILDER DECLARATION 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 acivil penalty of not more than five hundred dollars ($500).: (_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property 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.).' (_ ) 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: .. LQPERMIT insurance carrier and policy number are: • Carrier SOUTHERN INS CO Policy Number WSIO047500-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws ,of California,' _ and agree that, if I should become subject to the workers' compensation provisions of Section fjnjI3J177000 of the Labor Code, I shall forthwith comply with those provisions. - te:e'LI Ap iEant:' WARNING: FAIL E TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. , -APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on'this application. i 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 shalj,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 fromdateof issuance of such permit, or cessation of work for 180 days will subject permit to cancellation: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of�this gonty,on the above-mentioned prop y for inspection purposes. '-ature (Applicant or Agent): - Application Number . . . . . 12=00000578 Permit PATIO COVER PERMIT Additional desc . Permit Fee• . . . . 81.00 Plan Check Fee 52.65 Issue Date . . . . Valuation 5719" Expiration Date 11/20/12 Qty Unit Charge Per Extension BASE FEE 45.00 4.00_ 9.0000 THOU BLDG 2.,001-25,000 36.00 Special Notes and Comments 430 S.F. SOLID WEATHERWOOD SHADE STRUCTURE AT REAR OF PROPERTY. 2010 CODES. -----------------_---------------------------------------------- Other Fees BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .57 Fee summary Charged Paid Credited Due Permit Fee Total 81.00 .00 .00 81.00. Plan Check Total 52.65 .00 .00 52.65 Other Fee Total 1.57 .00 .00 1.57 Grand Total 135.22 .00 .00 135.22 LQPERMIT N 0ty Of La QUtho' Bullding 8i Safety Division P.O. Box 1504,78-495 Calle Tampico U.Qulnta, CA 92253 - (760) 777-7012 Building Permit Appllcatlon and Tracking Sheet Permit # �, 51 1 Project Address:Owner's Name: 1 Va A. P. Number. Ei Address: 1 ^ Legal Des 'don: City, ST, Zip: (14 Contractor , - 'r Telephone: L� Address: Project Description: 01 L"18 City, ST, Zip: d n ,,0 2 L '2 Telephone u '- ,.l" State Lit #: '� City Lic #; Arch, Engr., Designer Address: City., ST, Zip: Telephone: State Lic. #: Name of Contact Person: , '„z. ., - Constriction Type:. Occupaacy: Project type (circle one): New Add'n A-ler Repair Demo Sq. Ft.: Ll ` o #Stories: # Unity: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE . it Submittal Req'd Rec'd TRACMG PERbirr FEES' Pipe sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Pian Check Deposit. . Truss Cates. Called Contact Person Plan Check Balance. Mile 24 Cates. Plane picked up Construction Flood plain plan Plans resubmitted.. Mechanical Giading plan 2i6 Review, ready for correctionsrissue Electrical Subeontactor List Called Contact Person Plumbing Grant Deed Plane picked up S.M,L B.O.A. Approval Plans resubmitted Grading ITV ROUSE:-' ''' Review; ready for correcdonshaut Developer Impact Fee Planning Approval Called Contact Person AXP -P. Pub. Wks. Appr ' Date of permit issue. School Fees ' Total Permit Fees CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPR®VED FOR CONSTRUCTION DATE a7 /ZgY 5/24/12 ccOW025-dada-401e-91bc-63dbf13d5fa5_project approved.html Esplanade c/o Desert Resort Management, Inc. 42635 Melanie Place Palm Desert, CA 92211 Customer Care: 760-346-1161 Fax: 760-346-9918 Website: www.dtmintemet.com Date: May 09, 2012 Project Ref [3 5122996] 43691 Parkway Esplanade .E Gregory Collins 43691 Parkway Esplanade E. La Quinta CA 92253 Dear Gregory, I am pleased to inform you that the Esplanade Architectural Committee has approved your application for the listed project item(s): Arbor -Patio Cover The approval is contingent upon compliance with the specifications set forth in the approved application. tf your change or addition requires a county, city or state permit, it is the responsibility of the homeowner to obtain this before starting construction. Please retain this letter in your files. If you have any questions regarding this matter, please contact Customer Care at 760-346-1161 or e-ma>7 us at. Sincerely, Esplanade ***ESTE DOCUMENTO ES MUY 1MPORTANTE. SI USTED NO PUEDE LEER INGLES, POR FAVOR CONSIGA A ALGUIEN PARA QUE LE TRADUZCA ESTE DOCUMENTO * * * Iliiii� liiilllll I p _ j�� pliiiill M Iliil Ilillll r y II��II DII Ilp lull 111m1II II = All IIID�I hII41i ('+�I� II��� 111 Il�ll Ii�f I �� 61111111j111j11111"I � - I � IIIIIIIIIIIIIII�I" � �I I� illllil!IIIIIIiI��U I I I — �I Il II II I II Ili llu IIIIIIIIIIIIIIIII �IIIIIIII��II - � (IIIIIIIIIIIIIII �Ilullu�lHu � _ _.� IIIIIIIIIIIIIII �I�rll I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi,,a11111101111I�IIIIIVIIullllllllllllllUllll � � � s=ue 111111111111111111111111111111111111111,dlllllllllllllllllllllllll�llllllllllulllllu � _�`�` � aau�u���u�����ulllululuul�ur,I��uuuuuullullll�luu���luulluuu9l ,a "�=�:�:R`'''' ,illy IIIIIIIIIIIIIIIIIIIIIII� �IIIIIIIIIIII�IIIIIIIIIII@° ''� I'' � WE ET IIII I4,� _ •.:••,.•�S�.,1 '# -SHEET TL, � I� � RIPTIONI'lll - P •' - ---- •'��', I ,1,11 I,IIIIIIIIII�III — THOMAS I. F l-' �. T-1 TITLE SHE LOADS,iI II CAMPBELL I >n1111111dlllllllllllllllll�llll - - I Il ��jj��jj������''����,,,, � � � �II�III®II 1 GENERALIYImY1�1�S1111 II 111111 2 --SOLID PANEL SIT 111 TURES ;1;Nlt ==f' I ;Q1�III IIIIIIII 3 OP_ -EN LA �JCTURES' 4 PANEL SP & W -PANEL '� C, IL 111.1 5 _:PANELS bNl 111 IPPN _ IIIIII� IIIIII� 8 .........-PANEL FASTE SI7,I�AN BEAM 7 RAFTER .�1 1 II I1 fi` O 8 ;COLUMN P I ,,,�S 6i1'ia1111nilIV III,I'111111111W hlh 8�"1111111111IIIIIIII �IIIIIIII� 9 ::HANGER C yAy��yyND BRACKET.'IIATTACHME �IIIII 11 COLUMN P , I I III1IOUNT ANDIIEwMBEDMEN s 'IIIIIIIIIIIIIII Illlllllllllllll' 11 BEAM TYP 12 BEAM SP•s'111111iI1;1i11�;1h111lilligl = _ iIIIIIIIIIIIIIIIIIIIIIIIIIIII G 13 BEAM TOI 1 1 HMENf14 ICE C,.7 ,5__MIN MUM4GNs Y OLUMNB _ 1IIIIIIIIIIIIIIIIIIIIIIIIIIIII 18&17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 18&19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 110# L.L. 100 MPH 20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 22 & 23. .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 24 & 26 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 26 ...LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MP, 28 LATTICE 1 JNGTAB1EFREESTANDNbW REESTAND NSD ATTACHED 1Q# 1I L .110 MMPWIII 29-— TTICEP30._.-=_.LATTICE P©SIPAC0NG TABLE ING TABLE REESTANDIN �4 (ACHED 20# L1_ 110 MP IIIIII�IIIIIIIIIIIIIIIIIII TANDI D ATTACHED 301 L.L. 110 MOI I, 31 SOLID POS PACING TABLE FREESTANDING ATTACHED 20# L L. 90-110 A8 32 SOLID PO III1,1 �1 CING TABLE FREESTANDING TTACHED 20# LL. 90-110 IIII� 33..=__. .INS.ULAT IRO NEL CONNECTIONS ) —-�IIIIIIIIIIIIIIIIIIIIIIIIIII�IIIr L.1111!111111,Iilulilllllll1111111�1h111 _ __� �I��IIIIIIIIIIIIIIIII�IIIIIIIID PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING .. OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EX_CEEDII11 ALLOWABLE RQ_I=SNOW LOADS SPECIFIED ON II1 NS;'AND''THA— ULA. -- SNt'Llll I I_DRESSHE L11111IIIILOAD PI OVISF IBC/CSII�I!L,11 THOS, INCLUDIN4 1 NOT;!LIMITED 0 ►IN -ON -SNOW I I SsURCHARGE L�rIBA IIL4NCE;D S►ND SNOW-_ DR�I��l �lllllll III I I I�I I u�111111111111111111plllllllll11111111111' � _ _ � + I� I� II��� ULUM Q7IDUCTS INC III�II( NIhIPPPIN,hMu,llillI.il I 41l',plllllll IIII111I11411I( _ � ' �IIIIIIIIIIIIIIII IIIIIIIIIIII ,�1�I,I,11111,111 !111,1!,1 DESIGN REQUIREMENTS T RESIDENTIAL APPLIC%C -GBG ANO IBC'CHAPT @ & IBC APPENDAEpCHAPTf IIGRC AND IRC APPENBI)C TER H I I�IIII�III I VVIIIIIIdIIIIIIVIIIUVIIIIII 111 - � IIIIIIIgIIF ROOF LIVE AN ", 20 -AND 30 P QUA SRE N FOGS �= II>IIIIIP�IIuIIP1UIP�IIiIIIIIIIIIV�u`' LOADS 10�� +�I�III II!IIIPdIIIIIIIII�IIIIUIIIIIIIIIIIIIu'I� COMMERCIAL APPLM NS- CBG AND_ IBC -CHAP I ROOF LIVE A_N j_ N[T_LOADS - IIIIIIIIIIII �IIII�I " ADDITIONAL DES! tk_F4T!lREMEN7S _I�IIIIIIIIIIIIIIII II Ip11 1. TABULATED SP� NOW LOADS ARE BASED O�I AI THE ROOF EQUAL TO 20 '-BASIC WIND 100 110-MPH,-EXPOSU 1 ���,1p y�,C IIT " JI Dtr' 1 ,� 3WJNO OCCUPAPI -"- = SIFICA710N AND IMPOI�,I',, , , @R TORI II"1.0. 11VIIp11!P 4.,1SEISMIC BASE—7 POUNDS PER LINEAR FO WIDTH OF GO?/ER. —_ ObkTANdt 1IIIIIII�IIIIIIIIIIIIIIIIU IIIIIIIIIII���IIIIIII�IUIIIIIIIIIIIIIIIIIII V I I 111III1111i11I111i�IlySITE,CLASS _+III1111Ii1111�1iIIIl111j1PIIlIIIf'NIIIh'' SEISMIC DES1GtJDRY D �T a 4�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIp MAPPED SPEC SPONSE COEFFICIENTS: S_�-1.25)IS, 0.5, S. - 0,84, SQ_5 I, RESPONSE Mme( D!) R TION FACTOR, R:1.5 QIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'` 'f 8. EQUIVALENT CAFORCE PROCEDURE. 7. DESIGN ASSUMPTIONS; A. MAXIMUM BUILDING HEIGHT (AVERAGEY 19' B. MINIMUM COVER SIZE: W BY 8' C. LEAST BUILDING WIDTH: 30'; NN 8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED 'IIIIIIillllliil!i I' AT THIS NG OSSEAMS CONTINOUS OVER (IIIIIOR IIIIIII MORE COLUMNS 00 NOT REq=U=fRE —_ _ —= I1IIlIlIIIIIUIIIIIIIIIIIs �-��E 1 I _ ���III IIII 1111,,Illyily11411Idi1'1 � -- -' II "I 11!IUIIIIVdIIIuIIIIIIIIhIIIllllilhl�l � —_ Iw61i� 3 - �IIIIIIIIIIIIIIIIIII II - llplglplllllllllllllllllllllllllllll�llll�, - Ili ,t�lllll °Ilhl,lu 11111�1111, II�'•I1 � = II111111gnn 11,1 `�'� � - ANOTE TO THE L--�A{ORITY HAVING-JURISD EACH PROJECT SITTTO THE LOCAL AUTHO 111f1YIIHAY II„(� JURISDICT Y INCLUDE ONLY Tk$ PERTH IT SITE SPECIFIC S TR4 .'jUIRA �PMPONENTS OCATED WITHIN THIS IAMPQ VALUATION DEPORT; , ITl � UM, SUBMISSION FOR=D BUILDING PERMIT ML1 --�N—CLUOE THE F_-OLLOWINO INFAF�RWfION FROM TH19 EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (I.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED) Y- p11 C28ASED ON THE E= R D DESIGN LOADS, SITE III !� Ci RAFTER AN” WOR.PANEL 11 SPAN TABLES IiIIIIV° un�IIIIINIII D: TYPE OF HEA f-�I� TYPE &- QUANTITY, FOt �fN�� III(WHERE REQUIRED)y� BASED( ON TOM CIFIC DESIGN^LOADS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 FI OTHER DOCUMENSA?101 THATMA_Y BE REQUIRjDETAILSII � III ' LOCAIi`AU tt I R TY ti�IIIIIIIIIIIIHAUiNGJURI�1 _ IIIIIIIIIIIIII 1111 II 111111111111111111111�III � , � _� IIII IIIII� IIHIVIIIilllllllll1111111111111111111111�1 �ullllllll�uul'IIII, �ulluu� � = _ - 11111111Iuulll,. luii�ll� lillllllllll�illllllll,.. 1i�IIIIUi� �_ _ "1 = IAPIAO Eftp 0195 - OI0.TEt 4l� t9 1W"':','t! ��wnv. c,pylII1111,,,,1 COMMERCUI�-AND RESIDENTIAL 3TRUCTU ENGIN ING 1°'TITLESHEET 0830 pG- DURALUMIWROd ,INCJ'n 1'- S Q' f} 1 �,, ) I �I'1 X10 CUCAMONGq-CA; (851) 7 Q�,IIIIIII I I. I" DESIGN LOA09 WIND=_ 5110 MPH ` _._.' JAH EN-- �(8 B) 452'NE IIII 1� 519 sal s uumiun.00m -1 _---- '' „�� ................................... 'I '.I`. `I",I 11111 „1,II11 IlUlllll, � I��II�III ll��� � 1 11111IIIIIIIIIIIIIIIIIIIIII 1 If I1111, I'I IIUIII �Illllllllllllll��ll � � ____ I��II��I Illlllll �IIIIIIIIIIIIIIIII�IIIIIII uilil;l i.'lli % ' I I�I � ullll 1u,11111� I I �III��IIIIIIIVII�III�I�IIIIIIIIII� - Ih��IIIIIII� I��II�I�IIIIIIIIIIIII�II''ll��illlllllllll�wow-_ Illllll������lllllllllllll� — -_ l I 1111111@ _� —: �) I� _ _llll�lllll _..� _ _ ._ IIII 441, ei11:.� �_.. -- .nn111111111IIW1�„- r.. Ui`SNu„ -- — _ `_.. .n11111111111111uw. :.,,11II,Cv!e1,.. � - -.. .mnllllllllllllllw.. -,uNI III S`4da�1,.. � __ - III � IIIIII IIII _" IIII Ih�llllilll -_! •: ' � IIIIIIII InlilClO h _- � IIIIII�III �Hlll �lll l I � _ - I INNu , = � �- - IIS IIIIII I, pill lullh� , - � � SII IIIIII I ;;I NN �IpV � DII I IIIA hl NII 14°: � _ ISNI _ I I' I I I. II� _ �� �I I�I II �Iltil NSI �IIIIIINI�I�NNI _ - � IIIIIIIIIIIIIIIIIIIL , IIIIIII�II�NIINNiI� � , � �IIII�IIIIIIII��I I�IIIIIII�INN��NI , � � ... II�IIII�III��L IIIIIIIIIIIIINIIIp ' � - • •: _ . . illlll IIIIIIIII�IINN uliillll�llllllllllll��llll�llll@ _ _ I I�il�ll,, ,,, I,I��IIII�� ,,... _ = - .I Ilui�l II �iiuillu PATIO C� _ YSTEM-As MF DURALIIM -RUCTS-_INC. _ _ - Ip , II p IIIIII I�NIIIIIN�I� I��IIIIIIII� III�UIIIN. IiIIIIIIIuiIIIIiI�i�Illliii�Vulllu�liiu ___ (N�� �NIII IIIIII uiN�INlliiiiiuiilllluiiuiuiiiii�ul�. I��II��NI IIIIIIIII� ��NIINIIIIIIIIIINI�����II�IIII�IINIII - GENERA II OTES: I� _GOVERNING C I I ' ' � ��� ' - I = - VIII ����II��IIIIIIIIIII�IIIIIIIVIIIIIIIVII - _ _ I I I II P• 1111�����IhIIII�I�IIIIIIIIIVIIpll�llhI�������IIIIIIIIIIII pp III �II��NWIIPp�dINiI�IIINIIII JINIIINNIIIIIIIIII�IIIIIIN _ THE� ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL MIN, 0.26• SLOPE PER FT SEE SCHEDULE FOR SPANS IL LE s 0. 'O.H.' NOT TO EXCEED 26% DURALUM PRODUCTS, INC. OF SPAN SEE DETAIL FOR SPLICE RANCHO CUCAMONGA, CA (861) 741-2107 HORIZ WIND = BO,100 a 110 MPH 8289 ALPINE AVE_, SACRAMENTO, CA 98828 PO, >r SQ. POSTS, SIZE VARIES SFF' 3 FOR rHF pR JE (egg _NUMBER OF SOLID OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING s 112• SLAB ALTERNATE: —"UATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE \ WHERE PERMITTED. SEE SCHEDULE MAX HT.- 12 NOTE: NO SP OST AND END BAYS. IS FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE wrrH ANY OTHER- COMPONTENT UNLESS OTHERWISE SF `�`TYPE-"A"-ATTACHED SINGLE SPAN-IN/CANTILEVER ORTI ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES - ALTERNATE: 31n" BLAB SINGLE POST MAYBE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE in x 9' STEEL ROD TYPE BEAM SEE SCHEDULE FOR POST SPACIN N !, P SPLICE AT THIS AT END BAYS. / NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ING W/CANTILEVER OPTION D COLUMNS WHEN USING 2"X 8 1/2' SIDE PLATES. EL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAILS - ROOF PANEL MIN, 0.26• SLOPE PER FT SEE SCHEDULE FOR SPANS IL LE s 0. 'O.H.' NOT TO EXCEED 261% DURALUM PRODUCTS, INC. OF SPAN SEE DETAIL FOR SPLICE RANCHO CUCAMONGA, CA (861) 741-2107 HORIZ WIND = BO,100 a 110 MPH 8289 ALPINE AVE_, SACRAMENTO, CA 98828 3T SP S! FS AC)NC �k SQ, POSTS, SIZE VARIES CHfn�,. _ h/FPRO FC112 OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ,km al 31/2' SLAB ALTERNATE• 28� Op MAYBE USED ATTACHMENT SINGLE POST WHERE PERMITTED. SEE SCHEDULE ofZ], SEE SCHEDULE OTE. 0 SPLICE AT THIS MAX. HT.= 12' POST AND AT END BAY FOOTING WHERE REQUIRED SEE SCHEDULE FOOTING CUBE SIZE NOTE: EACH C CHANGEABLE' COMPONTENT "ATTACHED MULTISPAN W>CANI MIN. 0.25' SLOPE PER 'O.H ' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLIT SO. POSTS, SIZE VARIES - IS .o..��. � "N ,T lA Q% . 't.. OT D MAS e s IAPMO ERW 0198 IL LE s SOLID PANEL 9TRUCTURE9 10, 208 JO pU SEE SCHEDULE FOR P ST SPACING ALTERNATE: -76 OFsp 31/Y SLAB SINGLE POST MAY BE USED SEE SCHEDULE InOTf O SPLICE A THIS TO CONSTRAIN FOOTING, SEE POST D AT END BOYS. SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9• STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. e TYPE "D" FREESTANDING MUI TISPAN W/rANTu Fvl`R rlPTInKI DRAWN 8Y: E.N DATE• TOM CAMPBELL 8 AS80CIATE3, INC. WE LOAD = A SYSTEMG. BY: IAPMO ERW 0198 4R8n011 SCALE: NONE COMMERCIAL AND RESIDENTULL STRUCTURAL ENGINEERING SOLID PANEL 9TRUCTURE9 10, 208 JO pU DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (861) 741-2107 HORIZ WIND = BO,100 a 110 MPH 8289 ALPINE AVE_, SACRAMENTO, CA 98828 SHEET 2 OF 33 (916) 482-702t FAX 4031619 seles®duretummm �. RAFTER. SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6112* SIDE PLATES. ., . FOR SIZE. AND BPACNG OPEN LATTICE TYPES r SEE SCHEDULE n�BUZ 7 25% OF SPAN 0- ATIO VERS STEM A3 FG. : IAPMO ER# 0195 �lD3RAj28WyEojNj'TOM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPENLATTICE 10, 20 6 30 PW O RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIL WIND ° 80,100 8110 MPHSHEET 8269 ALPINE AVE. SACRAMENTO, CA 95626 3 OF 33 N ��O (918)482.7021 FAIL 4031519 °elee@durSllun.com O LENGTH OF STRUCTURE VARIER G POST WITH SIDE PLATES SEE DETAIL NOTE: EACH COMPONENT IS INTER. 3 112E MAY N CHANGEABLE WITH ANY OTHER PERMITTED USED V TED. COMPONTENT UNLESS OTHERWISE SHOWN. Tgg� SEE SCHEDULE FOOTING WHERE REQUIRED, OPEN LATTICE TYPE PATIO COVER SEE SCHED. FOR FOOTING CUBE SCALE:NT6 NOTE THIS OPEN LATTICE -TYPE STRUCTURE MAYAUBECOVERED. ZYPEO'E"=ATTACHED SINGLE SPAN LATTICE STRUCTUIp€- RAFT FEETABLE MAX'PROJ• FR SIZE 8EE SCHE E BM THIS OPEN LATTICE -TYPE AND SPACING MAYAMBE COVERED. LENGTH OF STRUCTURE VARIES NINT tlE VJtiJ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER B� FOOTING BEE COMPONTENT UNLESS OTHERWISE SHOWN. Tin SCHEDULE OPEN LATTICE -TYPE PATIO COVER \ FOOTING WHERE REQUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE NOTE THIS OPEN LATTICE -TYRE STRUCTUREMAX. PRa' MAYM=BE COVERED. BEE SCHEDULE LENGTH OF STRUCTURE VARIES COMPONENTISINTER- WITH ANYUMER X UNLESS OTHERWISE SHOWN. "F" ATTACHED MULTISPAN 'LATTI NOTE: MAX. FROJ. SEE SCHEDULE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. POST WITH SIDE PLATES Tk SEE DETAIL POST CRC SEE POST 3112' SLAB MAY BE USED TO CON97RAIN FOOTING, SEE SCHEDULE SEE SGHED. FOR FOOTING CUBE SIZE TYPE "H" FRFESTANDING Ml J1 TIRPAN I - TZP RTRI IrTI IRF �S I. "•• 04 ELL ° , CAMPBELL & ASSOCIATES, INC: LIVE LOAD • ATIO VERS STEM A3 FG. : IAPMO ER# 0195 �lD3RAj28WyEojNj'TOM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPENLATTICE 10, 20 6 30 PW DURALUM PRODUCTS, INC. RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIL WIND ° 80,100 8110 MPHSHEET 8269 ALPINE AVE. SACRAMENTO, CA 95626 3 OF 33 (918)482.7021 FAIL 4031519 °elee@durSllun.com SOLID PANEL SPANS-FOR_COMMERCIAL & P.` � C4 25' 2.5" ALL UNMARKED RA011.08i1,. O�" °°THOMAS I. ••° \` 4 I CAMPBELL : o 5"5" 111 �, w xp� 3 : rn no h i C ALUM. ALLOY 300"36 OR EQUAL • • -GIS' 90/100/110 MPH EXPOSURE B & C 6" x 2 Y2";.aFLAT PAN (SEE NOTE 1 BELOW) x2VFLATPAN(SEENOTE-I-BEL'OW)-J ? •°' " 901MPH SPAN 100 MPH SPAN 110 MPH SPAN (L..S� PATIO COVER SYSTEMAS FO. BY: ht\ EXP.0 L.L. PA N "T"j 90.MPH SPAN 1 100 MPH SPAN 110 MPH SPA (PSF ) � 12'5" 12'-3" EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP 12'-1" 12'-1" 12-1" 12'-1" 12'-1" 11'-7" 12'-5" .020 11'-8" 10'-7" 020 13'-4" 13'-4" 13'-4" 13'-4° 13'-4' 12'-1" 13'-4" 13'-4" 12'-7" 12'-7" 11=5" 10 .024 14'-9" 13'-1" 13'-1" 12'_11" 14'-8" .024 1d'-8" 14'-9" 14'-0' 13'-1" 12'-4" 12'-4" 11'-2" 17" " .032 1T-4" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3° 17,_4. T 4' 18'-5" 16'-5" 15=8" 153° 15'-3" 15'-3" 14'-5" 114' 5" 13'-9° /Q�pfES$j 19'-7" 19'-7' 19'-7" 18'-T 018 10-3" 10'3" 17'3" 17'-3" 17'-3" 1 T-3" 1 T-3" 17'-3" /' O�►,p 10'3' .040 9'-11" 17"-3" 1r.3" 17'-3" 16'-5" 1615" 11'-0" F' No. 371)40 020 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 020 10'-0" 10' 0" 10'-0" 9'-5" 9'-5" 8'-9" E� 024 10'-10° 10'-10' 10'-10" 10'-10" 10-10" 10'-10' 12'-T 20 12'-7° 12'_7" 10'-10" 10'-10" 10'-10" 10'-5" 10'5' 10'-0" .032 12'-7' 12'-7" 12'-7" 12'-T 12'-7" 12'-2' 12'-2•" 11'-9" .032 14'-3' 12'-7" 12'-7° 1.2'-7" 12'-2" 12'_2"1'-8" P127• .040 id'3° 14'-3" 14'-3" 14'-3' 14'-0" 14�14-3"14'14'-3 .040 18'-2° 16'-2' 16'-2' 16'-2' 16'-2' 16'-T 14'3" 13'-9° 16'-2" .020 T-8" 7'-8" T-8" 7'-8" 7'-8" T5' 018 8'-1 i" 8'-11" T-8" T-6' 7' 8" 7'-5" 1 -5" 7'-0" 024 81_11" 9'-5" 9'S' 9'-5" 9'-5° 9'S° 9'-7" 9'-7' 30 9'-T 9'-7" 9=5" 9'-5' 9'-5" 8'-3' 9'-3" 9'-0" 9' 4" 032 30 10'-11" 10'-M12-5.12'-'�� 10'-7' " 10'-11" 10'-11" 10'-T to' -T t0'-7^ 10'-11" 1'-9" 1a4" to' -0" 10'-9' 10'-6" 040 12'-5" 12'5" 12'-° 12'5" 12'-5' 12'-5" 12'5" 12'-5" 12 IT -1 12'5" 040 '-3° 14'_1" 14'-1" NOTE 1• WHERE MOLT 8" 13'-8° 90/100/110 MPH EXPOSURE B & C IPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN FIGURE INDICATESFIGURE INDICATES ENCLOSED IN TABLE 1, SHEET 1. NOT ENCLOSED IRI Arr%nonawlne %.I— nen ° ..,.. ---:' . 6" x 2 Y2";.aFLAT PAN (SEE NOTE 1 BELOW) 3� P NE "1'" 901MPH SPAN 100 MPH SPAN 110 MPH SPAN (L..S� PATIO COVER SYSTEMAS FO. BY: EXP:B EXP.0 EXP.B EXP.0 EXP.B EXP.0 jj 018 12'5" •' 12'5" 12'-5" 12'5° 12'5" 12'-3" 12'-5" 12'-5" 11' 8" 11'-8" 10'-7" 020 13'-4" 13'-4" 13'-4" 13'-4° 13'-4' 13'-2" 13'-4" 13'-4" 12'-7" 12'-7" 11=5" 10 .024 14'-9" 14'-0' 14'-9" 14'-9" 14'-9" 14'-8" 14'-9" 1d'-8" 14'-9" 14'-0' 14'-0" 13'-1" fl32 17" " 1T-4" 1T-4" 17'-4' 1T-4" 17' 4° 17,_4. T 4' 18'-5" 16'-5" 15=8" .040 19'-T 19'-7" 19'-7" 19'-7' 19'-7" 18'-T 018 10-3" 10'3" 10',3• 10'-3" 101_31 `\ 10'-3" 10'3' 10'-3° 9'-11" 9'-11" 9'-7" 11'-0° 11'-0" 11'-0" 020 11'-0" 11'-0" i t'-0" 10'-3" 12'-T 12'-7" 12'-7° 12'_7" 12'_7° .024 1T-7' 12'-7° 12'-7" 12'-2' 12'-2•" 11'-9" .032 14'-3' 14'3" 14'-3" 14'-3" 14'-3' 14'-3" 14'-3' id'3° 14'-3" 13=10' 13'-10" 13'-3" .040 18'-2° 16'-2' 16'-2' 16'-2' 16'-2' 16'-T 18'-2" 16'-2" 16'-2"15'-8" 018 8'-1 i" 8'-11" 8'-11" B'-11" 8'-11' 8'-11' 81_11" 81-8" 8t8"• 8'_6" 020 9' T 9'-7" 9'-7' 9'-7" 9'-T 9'-7" 9-7" 9'-T 9'-4" 9' 4" 9'-1" 30 .024 10'-7" 10'-7' 10'-T 10'-7" 10'-7' 10'-T to' -T t0'-7^ to' -7" 10'4" 1a4" to' -0" .032 12'5" 12'-5" 12'-5" 12'-5' , 12'5" 12'5" 12'-5" 12 IT -1 040 14'_1" 14'-1" 14,,1" 8" 13'-8° IPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN FIGURE INDICATESFIGURE INDICATES ENCLOSED IN TABLE 1, SHEET 1. NOT ENCLOSED IRI Arr%nonawlne %.I— nen ° ..,.. ---:' . DRAWN BY: E.N. _ IAPMO ERA 0195 DATE:: TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEMAS FO. BY: SCALE: NONE NONE COMMERCIAIAND RESIDENTIAL STRUCTURAL ENGINEERING PANELSPANS 10, 20830 pet DURALUM PRODUCTS, INC. [918)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 - HORM WIND ° 269 ALPINE 288 ALPINE AVE, SACRAMENTO, CA 16826 ACRAMENelea®duratumwm 80, 1008 110 MPH FAX SHEET 6 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH - EXPOSURE B-& C 26' J L B7. T=SEE TABLE BELOW 36�iit, 40• �7�" �l 1� 4ou-&J-40' I— z.4e• 70' dq• .40 .25 1.48 40" I 4 40' .35" 3.00"-- 4.60° 4.60' T 4.50' 4.56' 3.00' 24.00' ALUM. ALLOY 3004-H36 OR EQUAL 24' TRI -"V PAN (SEE NOTE 1 BELOW) L.L= (PSF) PANEL'r (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 .020 .018 11'-9' 101-8' 11'-9' 9'-7' 101-8' 81-8' 10 .024 13'-9' 12'-7' 13'-9• 11-3" 12'-8' 10'-3' 18'-8' 032 16'-1" 14'-6' 16'-1' 13'-0" 14'-5' 11'-9' 20'-11' .018 9'-8" 91-8" 91-8" 9'-7' 9'_8• 8 20 .024 111-8• 111-6' 11'-8' 11'-3' 11'-0' 10'-0• 12'-10" .032 13'-4' 13'-4• 13'-4' 13'-0' 13'-4' 11'-9' 16'-6' .018 8'-6' 17'3' IT -3" 8'-5' 81.5• 81-51 30 .024 101-0 10'-0' 10'4 10'-0' 10'-0' 10'-0' 10'-4" 032 11'-7' 11'-7" 11-7' 11'-7' 11'-7' 1V-2' NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. �W\\\hu1 G EE THOMAS I. '•. 0 CAMP ELL �� • -m 3 m •a . .-w wm cuaiu. 12"x 3 1/2"W PANEL (SEE NOTE 1 BELOW) L.L- (PSF) PANEL -r (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.S EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 '\ .020 14'-3' 14-3' 14-3• 14-2" 14'-3" 12'-10' .024 15'-7' 15'-T 15'-7' 15'-7' 15'-7' 14'-1" 032 18'-8• 18'-8' 18'-8" 18'-8' 181-8" IT -3" .040 20-11• 20'-11' 20'-11' 20'-11'' ' 20'-11" FF 20 020 11'-10" 11'-10" 11'-10' 11'-10' 11'-10' 11'-10' 024 12'-10' 12'-10' 12'-10' 12'-10" 12'-10' 12'-10' .032 15'-5• 15'-5" 15-5' 15'-5' 16'-6' .040 17'3' IT -3" 1r-3— 17'-3' 17'-3' 17'-3" 30 .020 10'-4' 10'4• 10'-4° 1(Y-4' Iw-V 10'-4" .024 11-2' 11-2• 1V-2" 1r-2' 1V-2" 1V-2' .032 13'-8' 13'-8' 13'48" 13'-8' 13'-8' 13'-6" .040 15'-1" 15'-1" 16'-1' 16'-1" 16'-1' 16'-1" DRAWN BY: EN. DATE, TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • PATIO VER S A MFG. B IAPMO ER110195 SCALE: NONE : NONE COMMERCIAL AND RESIDENTULL STRUCTURAL ENGINEERING PANEL SPANS 10.20 a 30 Pal DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951)741.2107 HORIL WIND - 70, 90 a 1 to MPN 8208 ALPINE AVE, SACRAMENTO, CA B8BZ0 958 8 SHEET 4 OF33 (818)452.7021 FAX403.18 a•baCA RAFTER SPANS' FOR OPEN LATTICE COMMERCIAL- & PATIOS 90/ ,NIPH EXPOSURE B & C 2's.s• FE G , !{+— /O4'�Q� A. MAX. 2• — 6 5' V • • • q 4 'k• Sj� %��'Uw 3.0" -� 8.0' `$ t'�Qi, '� • TH MAS I. •'s��G o`3z� �Q �: CA PEEL 8 G .042• -n .Dn2' I—, No, 379^ ALUM. ALLOY J004H3t. , • m OR EQUAL s ALUMALLOY 3000-H35 • • OR EQUAL ALUM. ALLOY 3004-H38 • f, qVL ,SEE NOTE BELOW \ oREQUAISEE NOTE BELO�2 X 6 1/2"!RAFTERDBL. 2 x 6 1/2" RAFTER 83 x 8" RAFTER L.L.= "T" a', 90 MPH 100 MPH 1 O MPH IPSP) (INJ w zip B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (P8F) ON H 90 MPH 100 MPH 1 0 PH Ll a •T^ 90 MPH 100 MPH 110 MPH 8 EXP. B 1 EXP.0 I EXP. B I EXPJ EXP. EXP.0 (PSI -W4-) -.02 . 024 16" 12'-2" 12'-2" 12'-2" 11'-10" 11'-i0° 1T-5" =�} �` 024 16" 17'-0^ 1T-3" 17=3" 16'-8' 1$'-8^ 18'-1" 18 24" 9'-11" t9'-11 - 9'-11" 9'-8" 9'-8" 9'=3".... 24" 14'-1" 14'-1" 14'-1' 13'-7" 13'-7" 13'-2" 10 �-- 10 10 .032 16" 16'-3" 16'-3" 18'-3" 15'-9' 15'-9" 15-2" .032 16" 23'-0" 23'-0" 23'-0" 22'-3" 22'3' 21'-8" 24" 13'-3" 13'3" 13'-3" 12'-10" 12'-10" 12:-6" 24" 18'-9" 1B'-9" 18'-9' 18--2" 18'-2" 17'-8" 1' 4 5 5- 6 6 .042 16" 21'4" 21'-4" 21'-4" 20'-8^ 20'-8' 19'-11" .042 18" 30'-2" 30'-2" 30'2" 293" 29'-3" 28'-2" 5 6 6 7 7 24" 17'-5" 17'5" 17'-5" 16'-10" 16'-10' 16'-3" 24" 24'-7" 24'-7" 24-7^ 23'-10" 23'-10" 23'-0'. 10 .024 16" 9'-4^ 9-4- W-4- 9'4r gt4• 9'-2" 10 024 16" 13'-2" 13'-2" 13'-2" 13-2" 13'-2" 13'-0" 20 24" 7'-7" T-7" 7'-7" 7'-7"7-7" T-8" 24" 10'-9" 10'-9" 10'-9' 10'-9" 1015^ 10'-7" 20 .032 16" 12'-5" 12'5 " 12'-5" 12'-5" 12'-5" 12'-3" 20 .032 16" 17-7" 1r-7" 17'-7' 17'-7" 1 T-7" 17"4' 30 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-0" 24" 14'-4" 14'-4" 14'4" 14'4' 14--4"14-2" 042 16 16'-4" 16'-4" 16'-4" 16--4" 18'-4" 16'-1" 16" 23'-1" 23'-1" 23'-1" 23'-1" 23'-1' 22'-9" 24" 13-4-.04213'-4' 13'-0" 1T-4" 13'-4" 13-2" 24" 18'-10" 18--10' 18'-10" 18'-10" 18'-10^ 18'-7" .024 16" _ _ _ _ _ _ .024 16" 10'-10' 10'-10" 10'-1o' 10'-10" 10'-10' 10-10" 24" - - - - - - 24' 8'-10" 8'-10' 8'-10' 8'-10" 8'-10" 8'-10" .032 16" 10'-3" 10'3" 10'3" 10'-3" 10'-3' 10'3'16' .032 14'-6" 14'3" 143' 14'•6" 14'-6^ 14'-6" 30 30 24" 8'-4" 8'-4" 8'-4" 8'4" 8'-4" 8'-0" 24" 11'-10" 11'-10" 11'-10' 11'-10" 11'-10" 11'-10" 042 16" 13'-5" 13'-5" 13'5" 13'-5" 13'-5" 13'5" 042 16" 19'-0" 19-0" 19 '-0" -0 19'' 191-W 19'-0" 24" 11'-0" 11'-0" r1 V -W 11'-0" 11'-0" 11'-0" 24" 15' 8' 15'•8' 15'-8" 15'-6^ 15'5" 15'-6" -W4-) TRIBUTARY WIDTH TABLE EXP.0 - CLEAR SPAN (FT.) EXP. B EXP.0 DATE: 42012011• SCALE: NONE IREVISEDBY. 16" 24'-8" O.H. 6 7 e 9 10 11 12 13 14 15 16 17 1 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5- 6 6 7 7 8 8 9 9 10 10 11 11 12 2- 5 6 6 7 7 8 8 9 9 '10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' 10 11 11 12 12 13 13 14 14 15 5 - - - - _ 11 11 12 12 13 13 14 14 15 15 16 -W4-) %3 EXP.13 EXP.0 EXP. B 1 EXP.0 EXP. B EXP.0 DATE: 42012011• SCALE: NONE IREVISEDBY. 16" 24'-8" 23'5" 24'-W 22'-B" 23'-5" 21'-10" •042 24" 20'-0" 19'-1" 19-7" 18'5" 19'-1" 17'-10" 16' 17'-9" 17'-9" 17'-9" 1 T-9" 1 17'-9" 17--7- .042 24" 14'-6" 14'-6" 1 14'-8" 14'-6" 14'-8" 1 14'-4" - ' - ' - I - I - I - - I - I - I - I - I - * NOTE: SINGLE RAFTERS SPACED 18" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24' O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED, 1 PROJECTION SPAN O.H. r T RIBUTARY TRIBUTARY= h WIDTH 1 112 SPAN * O.H. t NOTE: TRIBUTARY ON MULTIPLE SPANS 16 EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY E.N. TOM CAMPBELL S ASSOCIATES, INC. LNE LOAD • COVER SYSTEM S MFG. BY: IAPMO ERA 0195 DATE: 42012011• SCALE: NONE IREVISEDBY. COMMERCULL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANS 10, 20630 pet IVATIO DURALUM PRODUCTS, INC. RANCHO CUCAMONGACA(951)741-2101 o.100810MPH 6289 ALPINEAVE.,SACRAMENTO,CABSB20' (918) 462.7021 FAx403.1619 aalea�duredtm.00m SHEET 7 OF 33 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C r #14X 3/4' S.M.S. AT EACH VALLEY TO BEAM IT/ 24" 24" TRI='V" PAN EXIST. WALL #10 OR #14 X Y4' S.M.S. AT EACH VALLEY TO BEAM * SEE NOTE BELOW EXIST 12" ; 12" x 3 1/2" W PANEL SEE r1#10 OR #14 X Y4" S.M.S. AT EACH VALLEY TO BEAM * SEE NOTE BELOW �---- 8.00' 18.00- 6"1 8.00' 6"/ 8"x 2 Y2" PLAT PAN W/(2)—V'S NOTE: FASTENERS INDICATED ARE TO BE USEDrt— AT EACH SUPPORT BEAM AND HEADER * USE #10 FOR 80 & 100 MPH WIND SP�USE #14 FOR 110 MPH WIND SPEED FAN BEAM (19'-0' MAX SPAN) HEADER - CEILING FAN AND/ OR LIGHT FIXTURE ( MAX. 30 lbs. ) T=.075' TYP.-- — II 2 'THOMAS 1.+'+ CAMPBeL ATTACHMENT AT HANGER CHANNEL I e4 FAN BEAM- ' I 180 *151 FAN BEAM 2 /2" SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM #14 x 31/2" S.M.S. SCREW AT BEAM FAN BEAM Y r' 2 /2" 0.042'x3918' HEADER #14 x 31/2' S.M.S. SCREW AT BEAM U1PM0 ERN 0198 DRAWN Br. E.N. DATE' 11PANEL BELL S ASSOCIATES, INC. LME LOAD • PA CO YS M A MFG. : NON SCALE: NONE fCOMMERCTIOALMACNDAMREPSIDENTIAL STRUCTURAL ENGINEERING FASTENERS 1D, 20 8 50 paf DUAALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (851)741.2107 1 FAN BEAM HORI2. WIND = '5288 ALPINE AVE., SACRAMENTO, CA OSB29 958 6 1(916)462-7021 80, 100 6 110 MPH FAX 403-1519 saas4A SHEET 8 OF 33 .., r COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS _ MAX. HEIGHT 3 2{MAX, HEIGHT C -=10'- ` } - G =3'SQ.xt=.168" r i 3.00°SQ. I� �„ I 3.00" SQ. #10 SMS 3.00 S(1. JK =3'sQ.xt=.260" A. DE-y�1.0�- e =3'SQ.xt=.313' Cl =4'SQx1=.168°.14"R C -4'S .xt°.250- 032' TYP. 048"STEELS t. B5/8" PLASTIC PLUG : 2B" i F O ,f ; 30 O 0• k 3" SQ. ALUM POST r� MAG HOST SQUARE 3" SO. ALUM. POST rVVITH"SIDE PLATES'' 'D� 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H38 — ALUM: ALLOY 3004=N38- 3 �. 3" S :STEEL POST , S ALUM. ALLOY 6083 -TB ` -_ ASTM A600 GRADE B -ALLIM: AL-L-OY-...".. 3.00'•OR - ----2.40" " . . 7/18"0 HOLE 1.375". �.� ' 1NEE _ FOR 3/8" MB .58' 2 FLANGES /\i ST�III :0 - n 2 1J8" APART jg,• • • • •' • •'9��1/r 0 . 75 ASTM GRADE 38 STEEL 1.126' „•„• • �j 2.5' • TWOMAS I. •' % INSTALL'lj2' x Ub'x J6' HDO ctti ' t WASHER PLATE AT ANCHORS 6” 76' BASE FLARES : CAMPOELL • • O 157• TO 3'WIDE EA. 1.60" IYP SIDE OF FLANGES • _ . :m s CXp� INSTALL 1 x t ' x " HDO X90° .TYP. .PSffM OS 3 5.50' IL WASHER PLATE AT ANCHORS % 1-7/16.0 HOLE • ' .a FOR 110 MPH 2, 6/16*0 HOLES -/'O". 2-318" HOLES TYP. EA. SIDE 4q • • �_fALUM-°T"-BRACKET" ! STEEL "T' BRACKET 5 ti *- J T=.060" TYP-- r-- (4}SDS 26412 ,: i ALUM. ALLOYi' 3' x 8° ALUM. RAFT. BRACKET —� 8083-T8 ' • W x 8" ALUM. HEADER .-"H" BRACKET HEADER BRACKET n ' DRAWN EIY: EN. ,, TOM CAMPBELL&ABSOCWTES,INC.:' LIVE LOAD TI O ER S MF .8 v IAPMO ER00186 - ' DATE:4R8ROt1 , SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEER0J0 ' COLUMN / T .to,20890paf• DURALUMPRODUCTB,INC. . 7 REVISED BY: .. RANCHO CUCAMON00. CA (881) )<t-2107 POST TYPES - • HORIZ WIND„ fio, 100 8 110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 85826 SHEET S OF 33 (678)462-7021 FAx�011618 eNoe®tlureWm.wm HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H38 1.50" WALL FASTENERS 7S 2:-F 740" SEE TABLE 900' 1.5 " O6 .633" t--0.04" O1 "x90 .202" .26"R .OS �2) DIA. #14 SMS O PANEL LOCKS OR 98 SMS T fO c i$ .563' AT E0. CONTACT tV m .281" b• WALL FA WALL .20 SEE FASTENERS CONTINUOUS A- RAIL ALUM.ALLOY ROOF PANEL (WHERE OCCURS) SEETABLE O6 60 s TB AL 6083 T8 YO APALUM.ALLOYINS#14SMS®EACONTACT 8083-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNELWALL CONNECTION I.R. HANGER nC R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. SEE TABLE ING ANGLE ALUM. PANELF R-/ 3x ALUM. RAFTER FASCIA BOAR -U D EXIST. EAVES, RAFTER ALLOWABLE PROJ. •EXISTING �, EAV SEE TABLE BELOW OVERHANG (24" MAX.) EXISTING EAVE CONNECTION O EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 18" O.C. CELL AT FASTENER) OR CONC. OVERHANG L LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=: 90 A B B C O D E E F 100 A B B C D D E E F j 110 A B B C D D E E F 181-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW wo A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.G. MAX. 'wwC=SDS25412 B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. 8'-10" AT EACH STUD, 18" O.C. MAX. u� � D=3/8"0 x 4" LAG SCREW AT EACH STUD LLN�- •E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11° "F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 2 SHEET 1 EXIST. RAFTER DRAWN BY: E.N. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG L LL=10 LL=20 LL=30 2"x 4"1'-8° FULL OR "x 6"11-8" NOTCHED 18" O.C. 181-8" 14'-2" 2'-0" 14'-0" 12'-B" 9--7- '-7"22"x 24" O.C. 12'-5" 11'-8" 8'-10" 2'-0" 9'4" T-4" 5'-7" 2"x6" FULL 2"x8"NOTCHED 24" O.C. 2'-0" 19'-11° 19'-4" 2"x8" FULL OR 2"x10" NOTCHED 24" O.C. 2'-0" NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND§ 11. 1.3 AND 11.1.4, RESPECTNELY, THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATf0 ' 1 112, 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#L.L.-(2)#14 SMS EA. SIDE U43RACKET _ 14"OR 1 1/2" 2'x81/2"OR 51 MIN. 3'x8"ALUM. i RAFTER —L3/4' OR 1 1/2' EXISTING WOOD STUD FRAMING 1 4 SMS T&B AT 12" O.C. 1 1/4" YP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE 2� I 2,00RI"LEOOER 2 EACH 114"0 x 3-1/2' LAG SCREW&L.L -10 psf 2 EACH 7/18'0 x 3.1/2' LAO SCREWS L.L.-20 AND 30 psff(3)"#4x3112 W 8 }#14x1 3/a•a,\1\\\�(2" MIN. PENETRATION INTO PATIOCOWR nlmilAll EXISTING WOOD STUD) ".• ••. •1NOTE: USE LEDGERWHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING '.�% I NOTE: BRACKET I E S FOR ATTACHMENT NOTE: PLACE "SIKA MILAR MAY BE MOUNTED 'THOMAS I. "•• MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ CAMPBELL RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. xfa 3i1 13 m WALL CONNECTION 3O 4O BRACKET CONNECTION DRAWN BY: E.N. &�// TOM IR� FUWGER CHANNEL LIVE LOAD' A COVER SYSTEM ASM G. Y: IAPMO ER# 0196 DATE:4282011 SCALE: NONE CIN�C: CommERCUIL AN 8T(LUCTURAL AND BRACKET 190�R00&IIOMPH 10, 20 & 70 p•1 DURALUM PRODUCTS, INC. REVISED BY: %~' RANCH ZW1.0)i1�df 107 ATTACHMENTS .w 828BAlPIN21 FA SACRAig sE CA86B2B (818) 48Z-7021 FAx 4031818 eelee(RjdwaMmoom SHEET 1/4" M.B. THROUGH POST -(2)-1/4"0 POWERS WEDGE - BOLTS+ OR EQUAL, EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB o 4" OR TO CRACK - 1(r (1 '' MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 3 1/2• MIN. EMBEDMENT DEPTH KWIK80LTS) A FOOTINGSEENOTE TABLE I' SO. POSTS TO CONC. ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ. 78• DEEP _ COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDME BRACKET (� 3 SQ. POST W/ 122 SM8 EA� - I AWM.'TBRACKET USE WITH POST T1PE B.C.D.OR E. STEEL.'i'BRACKET USE WITH ,FA.H J OR K - - - - - _ STEEL POBTONLY:— USE POST TYPE h F, Ci H. J OR K 3'1_(�(2� F POST OR s" �� 1 M � K r ` 18• '1 1/4" M.B. THROUGH POST -(2)-1/4"0 POWERS WEDGE - BOLTS+ OR EQUAL, EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB o 4" OR TO CRACK - 1(r (1 '' MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 3 1/2• MIN. EMBEDMENT DEPTH KWIK80LTS) A FOOTINGSEENOTE TABLE I' SO. POSTS TO CONC. • CUBE FOOTING W/ 4' SLAB DEPTH NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM W/INSERT, MAO BEAM, 4- OR 7'1 -BEAMS. 2.P ST TYPE INSTALL WASHER PLATE 2"X)PX5VAT STEEL T BRACKET, 3. POST TYPE F 00 NOT USE STET -I= BRACKET W/7' 1-B AM- �-Nar,NeER"1a�) THOMAS 1. - I ICAMPB)� o rPJ "Z3 r O IJ t � 5 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISIE NOTED DRAWN BY: E.N. •! SCATOM CAMPBELL 8 ASSOCIATES, INC. COLUMN IAPMO Eft 0195 SCALE: NONE 011 ,COMMERCIAL AND kE810ENTIAL STRUCTURAL ENGINEERING, SURFACE -MOUNT IREVISEDBY.* RANCHO CUCAMONGA CA (951) 741-2107 AND EMBEDMENT F � , DETAILS IB'0 BOLTS POST TYPE J ! A572 3- SO. POST (STL.) ORR FLUTED OOST (STL) INSER PL.S/8•THK, 17 INSERT X.188* ASTM A36 STEEL 1/2" WELDED STEEL BASE PLATE 1 0 BASE PLATE SCHEDULE PLATESIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SO. x 5/8' I B, C, 0, F, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4'0 HILTI KWIK BOLT TZ STAINLESS 9'x91c 5/8' STEEL PER I.C.C. ESR -.1917 OR EQUAL (4 314' EMBEDMENT DEPTH) LIVELOAD-rr� I IU WVEK SYSTEM AS MFG. BY: 10. 204 80p•f OURALUM PRODUCTS, INC. HORIL WIND - 8288 ALPINE AVE., SACRAMENTO, CA 8SB28 00, 100 8110 MPH (91B) d62-7021 FAx 403.1818 �elee�dulalum.mm SHEET 10 OF 33 ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SQ. 78• DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18• SQ. 12' BOLTS 20" 21" SQ. 12' 23' 8 24• CUBE (2)-1/2"0 3 1/4' 22' 25* SQ. r ` 18• '1 25'-30'CUBE (4)-1/TO 3114' 8 28' SQ. 32'SQ. 35' SQ. 20' 23' 28" 31'-34•CUSE (4)-8/8'0 4' 35'-39'CUSE (4)3/410 43/4• 30' 39"SO. 28• 32" 43" SO. 3(" 40'-42• CUBE (4)314'9 43/4' n 34" 47" SO. 32' NOTES: BOLTS 8HALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL 38' 51" SO. �" 38' 55" SQ. 37" 4D' 80" SO. 39" 42" 84' SQ. 41" _44:__j_ 69' SO. 43' • CUBE FOOTING W/ 4' SLAB DEPTH NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM W/INSERT, MAO BEAM, 4- OR 7'1 -BEAMS. 2.P ST TYPE INSTALL WASHER PLATE 2"X)PX5VAT STEEL T BRACKET, 3. POST TYPE F 00 NOT USE STET -I= BRACKET W/7' 1-B AM- �-Nar,NeER"1a�) THOMAS 1. - I ICAMPB)� o rPJ "Z3 r O IJ t � 5 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISIE NOTED DRAWN BY: E.N. •! SCATOM CAMPBELL 8 ASSOCIATES, INC. COLUMN IAPMO Eft 0195 SCALE: NONE 011 ,COMMERCIAL AND kE810ENTIAL STRUCTURAL ENGINEERING, SURFACE -MOUNT IREVISEDBY.* RANCHO CUCAMONGA CA (951) 741-2107 AND EMBEDMENT F � , DETAILS IB'0 BOLTS POST TYPE J ! A572 3- SO. POST (STL.) ORR FLUTED OOST (STL) INSER PL.S/8•THK, 17 INSERT X.188* ASTM A36 STEEL 1/2" WELDED STEEL BASE PLATE 1 0 BASE PLATE SCHEDULE PLATESIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SO. x 5/8' I B, C, 0, F, G, & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) (4)- 3/4'0 HILTI KWIK BOLT TZ STAINLESS 9'x91c 5/8' STEEL PER I.C.C. ESR -.1917 OR EQUAL (4 314' EMBEDMENT DEPTH) LIVELOAD-rr� I IU WVEK SYSTEM AS MFG. BY: 10. 204 80p•f OURALUM PRODUCTS, INC. HORIL WIND - 8288 ALPINE AVE., SACRAMENTO, CA 8SB28 00, 100 8110 MPH (91B) d62-7021 FAx 403.1818 �elee�dulalum.mm SHEET 10 OF 33 HEADER BEAM TYPES &PATTACHMENT DETAILS I 3.00" SQ. 2.00" SPLICE WHERE I �r 1.79" OCCURS SPLICE WHERE SPLICE WHEREP3.1 -.. 1�'OM - OCCURS OCCURS N , 7 4.6' 2.57" 4.6• TYP.2.19" 2.04• [.005* TYP. 0 8,r 2.08" 2.04• TYP. �- D85' TYP. .0000' .28" .038" R.F. GUTTER 2'T" ASTM A653 GRADE 40 FASCIA -ALUM. ALUM. ALLOY ALUM. ALLOY1'>tiiiil���1 ALUM. ALLOY O ALLOY 3004-H36 A 6063-T6 O 6083 T8 GIN �1(n 6063 T6 E 6.5" ROLLFORMED 4.5" GUTTER MAG. G f+tN •'• �'• ;-9V�W MAG BEAM O 3" SQ. STEEL BEAM • h. THOMAS i - _ 4 oQ • oressrq CAMPS l 1 'gam Mnx. 2" D.3i,1{48�� IVIL • '�' 'l SPL W EIRE SPLICE tJG r F •• • • '•' .042, OCCURS 4" OWCCHER ,�� •• 2 PIY .032" 8.0 TYP. ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 6063-T6 O 6063-T8 J OR EQUAL 4" I -BEAM 7" 1 -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM V 3 x 8 BEAM O I_.3 1.25" t - MAX. 3" 9• MAX.3" 1 .375" oat° 42 0--•.042 T • 14 GA 7.8 5" T-0.126' 8" ASTM A053 GRADE 50 8656" ALUM. ALLOY 6063-T8 t V6 --u ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H36 T+ OR EQUAL OR EQUAL I I I " 1375" ALUA1. ALLOY 3004-H38 Lt �Y 2.875" 1�'� 1'�i •75"� OR EQUAL j 3 ' 3 -x -8 -BEAM W/ STL. INSERT) DBL. -3'x x 8 BEAM O W/ DBBL3 x 8 STLAINSERT O STEEL NS RT O L I -BEAM E OP SPLICE /INSERT DRAWN �' OATE:4/18Q011 TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD • PATIO COVE SYSTE MFG. BY: IAPMO ERN 0195 SCALE NONE ' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SEAM TYPES f0, 2083Dpef DURALUM PRODUCTS, INC. REVISED 9Y: RANCHOCUCAMONGIJLCA(981)741-2107 HORIZ. WIND • 9g1DD6110MPH 8288 ALPINE AVE., SACRAMENTO, CA 96828 SHEET 11 OF 33 (916)462-7021 FAX403-1510sslee®durslum.00m • BEAM'- TO -POST': CONNECTION DETAILS y P OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HAROSORD ) +"" `3`x.8" x .042" BEAM, 3" SQ. STEEL OR MAG BEAM: - 2-W14 x 1/2' S.M.S. EACH SIDE OF 3' ?-- SQ. POST (4 -TOTAL) 10' ALTERNATE: 114'0 BOLT W/ WASHER EA. SIDE OF 3' 80. POST ' "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12 - #14 SDS FASTENER SPACING - 3!4" FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES 1#14 x 1R" S.M.S. TOP AT OVERHANG e . . & BOTT. (2) -TOT. + .76 k2.35*' 1' 3'SQ. POST 4 (4)-#14 SDS @ EA. SIDE' ROOF PANEL o o GROUP ER 61 + ` TOP & BOTT. TOT. r 16 ROLLFORMED OR o O y ..;EXTRUDED GUTTER ' ALUM. BRACKET X #14 S.M.S. @12"O.C. - 2-414 x 1/2' S.M.S. EACH SIDE OF 3' - + - - • FASCIA - SQ. POST (4 -TOTAL) - ALTERNATE: 114.0 BOLT W/ WASHER EA. SIDE OF 3" SQ. POST 2" 1" ."V SEE TABLE - + 6 1/2"x2"x.024 \_'3"X 3" ALUM. OR' _RAFTER O STEEL POST_ . .` o��GFESSIpy;. RAFTER "TAIL" TO GUTTER 15 3.00' 3SO. POST rk OR .240' - .. • t.1 1• CA,�.y ' GUTTER FASCIA MAO BEAM 3• sQ. POST 3"SQ. STL. BEAM13 ' -',; 4 I' No, 3754 3.125" FOR- 3 x -RAF fER O . • � H .- BRACKET -TO POST O ` - - � _ • - 5:• x - ALUM. ALLOY 3105-H25 i44 1.50" 1.50"' 28 ` ' t /2" f = .040" @ 6063-T6 2" 1 11/2" (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER , 1/2" MIN. 40 .1 .750 " (4) -#14-x 3/4" TEK-SCREWS OR -(6) #10 x-3/4_TEK SCREWS BRACKET TO "U" BRACKET -RAFTER TO BEAM 18 DRAWN BY: E.N. ! .TOM CAMPBELL 6 ASSOCIATES, INC. _._ 018" 11/2".SQ.+2"SQ.,- OR 2"x3" LATTICE IAPMOERN0186 •.' • 1 U ." . #8 x 2'SMS, 2 1/2" @ 3" O.C. MIN.. . P2 OR 31/2", TYP. - UP TO S"O C�(yU„11 NE ti, 1 1/2" SQ. OR 2" LATTICE TUBE. 7y�G• • . • • ° • • . , � =P�THOMAS I NORM WIND a 80, 100 8 110 MPH ALUM: ALS Lo 105 H2Y5 . .7 _ SHEET 13 OF 33 IRA Q s CAMPBELL 28" ExP j P� R 'TUBE t 2"x3" IC ETU LATTICE FTE (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER , 1/2" MIN. 40 .1 .750 " (4) -#14-x 3/4" TEK-SCREWS OR -(6) #10 x-3/4_TEK SCREWS BRACKET TO "U" BRACKET -RAFTER TO BEAM 18 DRAWN BY: E.N. ! .TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD = TIO COVER SYSTEM AS MFG, BY: IAPMOERN0186 •.' • DATE 4/28/mt 1 NONE .COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGSCALE: BEAM TO POST t0, 630 pal RALUM PRODUCTS, LNC. rD I REVISEDBY: S RANCHO CUCAMONWL CA (8S1) 741.2107 ATTACHMENT •- NORM WIND a 80, 100 8 110 MPH 8PINE AVE., SACRAMENTO, CA 85826 81 FAX 403.1618 sales) ®dureNmcom SHEET 13 OF 33 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT s• 24• 3* 111INEEhi NOMAS I. (2)/10 S.M.S.( EA. : O VALLEY, TYP. (8 TOT 'B' II #12 S.M.S. II AMPYELL ELL ; -n TYP. THICKNESS =.036 8.96' (24 TOT TYP. THICKNEPS = .035• II ALUM. ALLOY 3004-838 • • � '� '�� � � R8035OR 6063 -TS FOR EXTRUDED O8-TFOREX RUDED 1 •, d10e . NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OG U IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY� SPLICES - ROLLFORMED & EXTRUDED FASCIAS L/ NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12• SIMPLE C.SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE OCCCWH URS .070" Typ, 0 0 ALUM. ALLOY 8063-T8 4"I -BEAM 9 0" MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH OCCUI ALUM. ALLOY 6063-T6 7" I -BEAM N0. NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (8081-T8) ALTERNATE I 80. POST,CONNECT WEB STL. C -SEAM TO POST W/(2}1/2.0 THRU-SOLTS SO. POST BEAM TO POST CONN. 012 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8.0.C. MAX. STAGGER IN BEAM FLANGE PANEL 4'x3' ALUM. 'I' BM. OR (4}1/4'0 M.B. BEAM )'x4' ALUM. '1• SM. ---_/ r -TO BRACKET 2- 31WO M.B. THRU STL. T BRACKET TO POST. POST, SEE SCHEDULE --' ALTERNATE BEAM TO POST CONN. U�PMO ERN O1S8 DRAWN 2 E.N. DATE 11 TOM CAMPBELL & ASSOCIATES, INC. ; LIVE LOAD = PATIO COVE SYSTEM AS MFG. BY: SCALE: NONE E COMMERCUIL AND RESIDENTIAL STRUCTURAL ENGINEERING. ,SPLICE DETAILS 10, 20 8 30 � DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (881) 741.2107- HORIL WIND - 8288 ALPINE AVE., SACRAMENTO. CA 85828 80, 100 6110 MPH 1816►482-7o2I FAx 403.151e aelea�awalum.mm SHEET 12 OF 33 a z o, 7, 10#U1,90 -MPH -FREESTA NDINGr&AT-TACH,ED-SOLID-P--A-TI-OS7---rl-2'-OR-LESS�-. EXR.,B-&C DBL. 2"x6.5x.032 n BEAM/. DBL 3"x8"x'-042" BEAM SERV 3"x8" BEAM %WYAN DBL. Yx8" BEAM EACH w/ A 3'x8"STL. INSERT MAX.COL MAX.POST MAX.POST FREiSTAND ATTACHED FREESTAND 'ArrACHED. 7- I MAX.POST MAX.pOS FREESTAND ATTACHEDI SPACING SPACING SPACING T FREESTAND ATTACHED SPACING MAX POST (SPAN) FTG.. ED tF ONSLAB* FORDBL. FOR Wx 8* FTG. MK MIN. MIN MIN. SPACING MIN. MIN. SPACING FTO. MIN. FTG MIN. POST F(ING 7 POST FTG - I -FTO. § l.J12'X6.5..032' BEAM ON.) POST (IN.) �) POST (SPAN).' POST POST (SPAN) POST POST TYPE TYPE TYPE TYPE - -(IN.) TYPE (IN.) 6TYPdl (IN.) TYPE (IN.) TYPE 12'-8' 12'-8" 18'-2" 20 - 23'-21 3' 7" 22 33'-4" 25 4' 17'-0" 29. F -::--20 B' 32 G J B G f-25 B 30'-9"37 'G 21 B 4' �,V_9-_11-10 .18 , _t 2 �1. 11'A" 1 V-4 161-9" 9. 34 0 16'-3" 21 21' V 29'- 26 1 8' -2- CA SPACING -POST ACING� (SPAN). 6' -3. 10'-6" 10'-7'! 1 '0" 36 5' 13'-7- 28 F 19- 5 :1 G B. B G �2 "E 5' � ��21 0 1514. 31 33 G 'P2 6 10'4" 10'-4" 19 14 10" 22 1 94�-_— �j ,_4,, 1 F -- - I ' G B 2-4- B 27'-3" 35' 26 B -��q 8- 28 f 21 B 30- �24 IT -81" 32 30 E 6l- 426 ��* C_ -� �26-2 G 9'-7" 9.7- 2013'-8i22 171- 11A 71 91-8, 27 (3, B. 30 G B 32 [::;!2�-7 —C 27 7' B 25' 2" G 30 E V-10" 8 -022 2Z8" F-2-5 23,_3�� 35 91-0 20 12'-lg�_, 8' 8'-6" 23 25 IR 3'7" 28 B E 28 E __ 21'.9- - _E 8 8,_4. 27 G 22 B 29: G --,B 311 G 34 �_25 5,-F. G T T-7" 8'-6" 2 12' 1" 27 23 25 B 22' 3" 28 E 91 7'-10" 7'-11" E 20'-6" B 9 G :�3 2 ­�'_F G '2 31 B - [!M,4i 29 ' 5'-9:-- .31 W-011 6.-0" G f�26 IS. _ 34 10' 6'-9 11'6" '28 :23 114--1 30 G 26 B 21'-1" 29 �r_v 27 G ?j-231 B G 26 B 13'-S" � �29 ��E 19'-6" 33 [G ';�_32 -"1 10' T-131" 7'-7'7,-2" 1-7" 10'-11",-t" 24 14'3" 26 'B 20'-1' 2 V-2" �- �, _� �, 28 G 3H24 B 28 G 27 B 30 G -7. 331 G N2 -�� E 28 .11' F 7'-4" 10A" 24 26 B 191 3" 30 E 3 26 4 27 12' T-8' 24 13'7" 29 G 3 H24 B 29 G B , -:: ,'�2 - ­- —E G ;--33 --:7- —F 12- 6'-6- 7'.0- 10,11, T_8" 27 _7w 30 G '_3_0 _9. 32 131 V-2" � �5, 194 13'-1 27 B 18'-6- 32 H 30 E 6. _�� �6 w 29 H 3 H24 B 29 H B' H Z;'3-0 -!:!�E —F 13' 22 f - F27 2-11' T' 29 14' 4'-10- 9-8- 25 777 _9= 17' 10' H 25 8'-1 V 30- H :-z2-8 B 30 H 3-0 _E �� �jv& �E 14' B - ! - 5. 32 H 2-3-4 F 15' 4'-6" 6-7" 9'-4" 17,15'-i 7'E 3�_—q- 31 fi 3 H25 B 31 H H• 31 H 15' 8. 2�314 _F THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS GFE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. �b I CA ENGINEER 1144 No, 37948 THOMAS I. 0 CAMPBEL nO, • Z O Exp: m • Cl IL NOTE. FOOTNOTE: "SAMPLE" FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTfNdWWITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE • MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP..8 & C. SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING .IDRAWNBY:E.N.: DATE: Q2612011 TOM CAMPBELL & ASSOCIATES, I NC. SOLID POST SPACING TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: I =lAP..E-.10 SCALE:NONE. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING, FREESTANDING I 10, 20830 Psf 1 -1008110 DURALUM PRODUCTS, INC. I • REVISED BY: - RANrHOCUCAMONGA. CA (050741-=7 AND ATTACHED I cot I QnMPH HORIL WIND - 80. 100 & 110 MPH 8288 ALPINE AVE.. SACRAMENTO, CA 99820 (916)462-7021 FAX 403-1519 mfes@dumhmcoml SHE ET 17 OF 33] * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING 312E MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING �.' THOMAS 1. MPBELL •z Xp: 3 ) : rn •a FIGURE INDICATES EXPOSURE 8 -a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL b ASSOCIATES, INC. SOLID 6.5" ROLLFORM / 4" I -BEAM 4.5" / MAG GUTTER DATE: 4nB2011 SCALE: NONE 3" SQ. STEEL BEAM 7" I -BEAM 10, 30 490 paf PRODUCTS, INC. MAG BEAM REVISED BY: TLWCHO CUCAMONDA CA (951)747-2107 AND ATTACHED HORIL WIND 90,10051IOMPH 5258 ALPINE AVE, SACRAMENTO, CA 95928 IDU MAXPOST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED o MAX.COL. DD SPACING ON SLAB to SPACING SPAN) (SPAN) SPACING SPAN) (SPAN)G POST MPOST IN.SPACING ANG' POST P03T FTG.PMIN.OST FTO FTO' FTO. MIN. FTG MIN. (NG TYPE (�' TYPE TYPE (INS TYPE (NG' ) POST TYPE ON,) TYPE (IN.) PpOST TYPE (IN.) JMIN- POST TYPE (IN.) POST TYPE (IN) POST TYPE 4' 17'-0" 13'-4" 30 F 18 B 16'-1" 31 (� 19 14'-4" 30 F 18 11'-5 28 F 17 27'-0" 35 23 2'-8" 20 4'-10 " 21 B 13'-3 „ 21 B , o -10' 19 B 25'-0 " G 25 B 5' 13'-7" 12'-0'1 29 F 1 B 30 G 222 B 12'-10_11„ 29 F 1 B 10'-,�, 28 F 1 B 24'-22��" 34 G` 2426 B 21 21 0. 20 E 6 11-4 11-2" 28 F 20 B29 V14'4" G 21 B 11'-9" 28 F 20 B 9'-11" 27 F 19 B 22'-1" 33 G 24 B 10,-4„ Y2 23 0'-10 22 g,�„ 21 20'-5" 27 E 7' 9'-8" 10'-4', " 27 G 20 22 B 28 G 21 B 10'-10' " 28 G 20 B 9'-5" 27 G 19 B 20'-5"2589 33 G -7 24 10 -0 23 9,-0„ 22 18'-11" 28 E 8 8 9'-8" 8'-10„ 27 G 21 23 B 11'-4" 28 G 22 B' 10'-2" 27 G 21 B 9'-1" 26 G 20 B 19'-1" 32 G 26 B 10,-0. 24 8'-10„ 23 8'-7„ 22 17'-8" 29 E 9' 7'-7" 91-2- 7'-10" 27 G 21 23 B 10'_8" 28 G 22 B 9'-7" 27 G 21 B 8'-8" 27 G 20 B 18'-0" 32 G 26 E 9'-6„ 7'-10„ 24 T-10„ 23 6'-8" 29 F 10' 6'-9" 8'-8" 7'-1" 27 G 21 24 B 10'-1" „ 27 G z2 B 9'-1" 27 G 22 B 8'-4" 27 (j 21 B 1T-1" 31 (� 27 E 8'-7 25 7'-,r 24 7'-1 23 5'-10 „ 30 F 11' 6'-2" 8'-3 6 28 G 22 24 B 9'-27'-10„ 28 G 225 B 81'6'-5„ 28 G 2 B 7-118,-0„ 27 G 2124 B 18' S•-1" 31 G 2730 24 F 12' 5'-B" 71-15_11„ 29 G 2 25 B 8'-5'7'-2„ 29 G 123 B - - - - - 7,-75'-11" 28 G 2 B 15'-'4�-0" 30 G 2731 E 6 24 F 13' S, 2„ 7'-7" , 29 H 2 B 7'-9 6,_7„ 29 H"� 2 B - - - - - 7�� 29 t') 22 B 15'- 30 H 2561 E 5„ 25 26 5,_5„ 3'-10" F 14' 4'-10" 7'-4" 5,_1„ 30 H 23 25 7'-2" 30 M 24 B - - - - - 7'-1" 29 H 22 B 14'-5" 30 H 28 E 8'-2„ 26 5,_1„ 24 13'-4. 31 F 15' 4'-6" 7'-14,_9„ 31 H 23 B 6-85_9. 31 H 2 27 B - - - - - 8-10,_D. 14 0 28 E 25 30 H —22,,, B , „„ 31 n * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING 312E MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 26 FOR FREESTANDING �.' THOMAS 1. MPBELL •z Xp: 3 ) : rn •a FIGURE INDICATES EXPOSURE 8 -a FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN SY. E.N. TOM CAMPBELL b ASSOCIATES, INC. SOLID LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERq 0198 DATE: 4nB2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERMO PO FREESTANDING PACING LE 10, 30 490 paf PRODUCTS, INC. REVISED BY: TLWCHO CUCAMONDA CA (951)747-2107 AND ATTACHED HORIL WIND 90,10051IOMPH 5258 ALPINE AVE, SACRAMENTO, CA 95928 IDU SHEET 180E 33 1DALL. OOMPH _(918)452-7021 FAX4031519 ub• ,nlum.00m L.L. 90 MPH_F_REESTAND:& ATTACHEDOPEN`LATTICE'PATI:O_S=12'-OR�LESS�"EXP'-'B &-C� * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE (REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHIT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING ' : • THOMAS 1.••• 63�_ CAMPOE 0 • E 3 :m FOOTNOTE: *SAMPLE" I •. ... FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ,a r. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" -BEAM INSERT( DBL. 3"x8" BEAM 1 TOM CAMPBELL &ASSOCIATES, INC. OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT Y 5 FREESTAND ATT. FREESTAND ATT. MAX•POST MAX POST FREESTAND ATT. MA POST FREESTAND ' MAX POST FREESTAND ATTACHED ^p MAX.POST SPACING SPACING o all F SPACING SPACING ON SLAB * SPACING SPACING MIN SPACING MIN. MIN. SPACING MIN. SPACING MIN. MIN. (SPAN) FIG' POST �G' (SPAN) FTG' POST FT0. FOR DBL. FOR 3' x 8' FTG. PIN. FTG. (SPAN) FTG' POST FTG. SP FTG FTGPOST. m 3 (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2'Ic8 8'x 032' SEAM (IN.) TYPE (IN.) (IN.) TYPE OK) ( (IN.) TYPE PN') TPOST YPE RANCHO CUCAMONOA, CA (951) 741.2107• 4' 17'-0" 12'-1'1,_9., 29 G 141.6 20--0�9.-1.. 33 (� 1818 14'-0;3��" 14'-2;3�-6" 30 (� `35 G 1 20 38' 35'.1" 99 2 G 23 B 4- 5' 13'-7" 1 -4" 28 G 14 1 T-1 " 32 G 17 12'-6° 12'-8° 29 G 34 G 18 32'-1 " .37 21 B 11" 18 1T-1" 19 11'-11" 12'-1" V21'-3" 21 31-4 " G 24 E 5, 10'-8" " 2S G 15 16'-4" ° 31 G y 7 11'-5" 11'-7" 29 G 33 G 19 _ 30-4- G 21 B6,10-4 17 15 -7 20 10'-11" 11'-0" ►� 22 . 28'-B" 24 E 7' 9'-8" " 27 G 15 15'-2° " 31 G 18 10'-7" 10'-8" ° 28 G 16 18'-8" - 33 G 20 27'-1 36 G 22 B , 7 9 -9 18 14 -5 20 10 -1 10 -2 " 18 18 -9 22 28 -6' 25 E 8, 8'-6.. 9'- 27 G 1818 14'- 13,-8" 30 G 18 10'-0"9,_6" 27 G 1818 18' 6" 32 G 2 23 28'-00 35 G 2 B 8' 819"B.-5" 4'-10 25 E 9' 7 �7" 9'-3" , " 9 27 G 16 13'-4" ° 30 G 19 9'-4" 9'-5' " 27 G 17 17'-4" 32 G 20 24 35 G 23 E 9, -0 19 12 -9 21 s'-11 9'-0" 19 16'-6" 23 23'-5" 26 F 10' 6'-9•, 9'-0" . " 8-8 27 �` 17 12'-8" �- " 19 29 G 19. 8'-10" 8'-11" 27 G 17 16'-5" „31 G 21 23'-3" 34 G 23 E �, 10- 12 1 - 29 8 5 8'-8' �- 19 1 15 6 24 22'-2 " 26 F 8-8°6,_4., 28 G 17 1719 12'-111'-6• 29 C7 1 22 8'_5. 8'-8" 28 G 1719 15!4' '-11 .31 G 2124 22�-21�-2° 34 (j 312-7f 11' 6_1" 8'-2" F 12' S, -B„ 8'-516'-0" 29 G 1 20 11'-7"�-0" 29 C7 1 8,-1p 8--2" 29 G 167 1 20 -04.° 31 G 2124 21,'20•-3" 33 (j 2 27 E 12' 22 7'-9" 7.-9" F 13' 6-2" 8'-1 • 29 H 11982-0-11'-1" 29 H 20 7'-9" 7'-10" 29 H 18 "S` 30 H 22 20'-5" 33 H 24 E , 7'-8" 10'-7° 22 7'-2" 7--8" 20 X113'-9" ' 25 19'-5° 28 F 13 14' 3'-10" T-9" 7'-5" 30 H 18 10'-8" 30 H 20 T-4° 7'-7" 30 H 18 3= 30 H 22 9-8" 33 H 25 E [7'-6" 20 10'-2' 23 8'-8" 7'-3" 20 13'-3" 25 18'-9" 28 F 14' 15' 4'-6" 31 H 1 21 10-a9'-10" . 31 H 20 6'-10°6,�" 7-4^ 31 H 1 20 13i H 2 19 32 H 2 28 E 7,-2° 7�-0" 2'-10 .31 25 8._1° F 15' * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE (REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHIT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING ' : • THOMAS 1.••• 63�_ CAMPOE 0 • E 3 :m FOOTNOTE: *SAMPLE" I •. ... FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ,a r. DRAWN BY: E.N. TOM CAMPBELL &ASSOCIATES, INC. LATTICE j'' "LIVE LOAD • ' PATIO COVER SYSTEM S MFG. BY: IAPMO ERN 0195 DATE: 4128/2011 SCALE: NONE COMMERCIAL AND RESIDENf1AL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING : : '10, 20 A 30 pef DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (951) 741.2107• AND ATTACHED HORD'. WIND ° 80,1008tY0MPH 8288 ALPINE AVE., SACRAMENTO, CA 86828 SHEET 26 OF 33 100L.. WIMP (818)452-7021 FAX4031S18eelee®dualummm 1 10# L.L. 100 MPH FRFF�TANn R ATTAf-W=n nDC:Kl I ATTlnM 0A-rinC- I Im n * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 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. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" 4j�,1NEl`R'SRq► �; •• THOMAS I. CAMP ELL • -r► 50 -xP:IZ 3 rn .�� •. °a FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL8 ASSOCIATES, INC. LATTICE LIVE LOAD ° PATIO COVER SYSTEM AS MFG. BY: IAPMOERN0106COMMERCIAL JDATEAMOil SCALE: NONE AND RESIDENTIAL STRUCTURAL ENOMEERMO L_L-"vv L-i%r v %.X v } REVISED BY: 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM 8288 ALPINE AVE, SACRAMENTO, CA 85828 (018)452-7021 FAX 403-1518 ulm �durt+han.com DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM 3"x8" BEAMw/INSERT DBL. EACH 3"x8" BEAM A 3"x8" STL. INSERT b O MAX.COL. ATT, MAX.POST MAX w/ 'ATT. MAX.P03T FREESTAND ATT. MAXPOSTSPACING FREESTAND FRE£STAND FREESTAND 'D c$ SPACING SPACING -POST SPACING SPACING ATT. MAX.POST, MAX POST FREESTAND ATTACHED ON SLAB* (SPAN) SPACING FTG' (SPAN) FTO FOR DBL. FOR 3-x 8° FTG. SPACING FTG. SPACING a FTG' MIN POST FTG. MIN. FTG. MIN. FTG. MIN. MIN. MIN. (IN.) TYPE (IN.) (IN.) TOPE (IN.) .2POST -x8.6%032" BEAM (IN.) POST TYPE (IN.) (SPAN) (IN) POST (IN (SPAN) ) FTG (IN') POST FTG POST (IN') �- 4' 17'-0" 12'-0" 11'-6" 30 G 15 18'-7" 34 G 17 13'-4" 13'-10" 31 G 16 25'-5" 37 TYPE G 19 36'-0" 40 TYPE TYPE 21 , 96 18'-6" 19 11'-0" 13'-1" 17 24'-0" 21 34'-0" G 24 B 4 5' 13'-7" 11'-2" 10'-9" 30 G 15 17'-6" 17 16'-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G 22 B , 20 9'-10" 11'-8" 18 21'-6" 22 30'.5" 25 E 5 6 11-4 " 10'-6" 10'-1" 29 G 16 16'-0" 18 33 G 19 10'-10" 11'-4" SU G 17 20'-9" 35 G 20 29'-4" 38 G 23 B , 15'-1" 21 9'-0" 10'-8" 19 19'-7" 23 27'-9" 26 E 6 7 91-8- 9'-11" 9'_7" 29 C7 17 14'-10" 19 14'-0" 32 G 19 10'-1" 10'-6" 29 C7 17 19'-3" 34 G 21 27'-2" 38 �7 23 B , 21 B'-4" 9'-11" 19 18'-2" 23 25'-8" 26 E 7 8' B'-6" 91-6. 9'-2" 28 G 17 13'-9 19 31 G 20 9'-5" 9'-9" 29 G 17 18'-0" 34 G 21 25'-5" 37 G 24 B 8' 13'-1" 22 7'-9" 9'-3" 19 17'-0" 24 24'-0" 27 E 9' 7'-7" 9'_2„ 2$ G 17 13'-1" 20 31 G 20 8'-10" 9'-3" 28 G 18 1T 0" 33 G 22 24'-0" 36 G 24 E 9 12'-a" 22 T -a" 8'-9" 20 16'-0" 24 22'x" 27 F 10' 6 -9' 8'-10" 8'-6" 29 G 18 12'-5" 20 11'-8" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" G 22 22'-9" 36 G 25 E 10' 23 7'-0" 8'-3" 20 15'_2.133 25 21'-6" 28 F 11' 6'-2" 8'-7" 30 H 18 11'-1 30 H 21 8'-0" 8'-4" 30 H 18 15 32 H 23 21'-8" 35 25 E , 8'-1" 20 11'-2" 23 6'-8" 7'-11" 21 14'-8" 25 20'-6" 29 F 11 12' 5'-8" 8'-3" 7'-9" 30 H 19 11'-0" 30 H 21 T-8" 8'-0" 30 H 19 14'8" 32 H 23 20'-9" 35 H 26 E 21 10'-8" 23 6'-4" 7'-7" 21 13'-10" 26 19=7" 29 F 12' 13' 6-2" 7'-117 31 H 1 21 10'-10'0,-3" 31 H 2124 r-51_-- 7,_8„ 31 H 1 21 14 32 H 23 19 35 H 26 E 6" 6, 1 ^ 7,-3„ 13 _4^ 6 1 s -9 0" 9 F 13' 14' 4'-10" 7'-7"7'-2" 32 H 1921 10'-69'-11" 32 H 2124 7'-0" 7'-5" 32 H 1921 312'-10„ 32 H 2 26 19 18'-2" 34 H 26 E 5,-11" 7,-0" 9 F 14' 15' 4'-6" 746'-11" 32 H 1 10-1"9'-6" 32 H 2224 6'-6" 7-2 32 H 1 13, 32 H 2427 18 �T 34 H 2 30 E 22 5,-8" 6, 9„ 22 12,-5„ 6„ F 15' * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 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. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" 4j�,1NEl`R'SRq► �; •• THOMAS I. CAMP ELL • -r► 50 -xP:IZ 3 rn .�� •. °a FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. TOM CAMPBELL8 ASSOCIATES, INC. LATTICE LIVE LOAD ° PATIO COVER SYSTEM AS MFG. BY: IAPMOERN0106COMMERCIAL JDATEAMOil SCALE: NONE AND RESIDENTIAL STRUCTURAL ENOMEERMO POST SPACING TABLE FREESTANDING 10, 20 830 paf DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (061) 741@70T AND ATTACHED 10#' 1 100 MPH HORIZ WIND ° 00.100 4110 MPH 8288 ALPINE AVE, SACRAMENTO, CA 85828 (018)452-7021 FAX 403-1518 ulm �durt+han.com SHEET 27 OF 33