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12-1248 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 12-00001248 Property Address: 81288 CANTOR CT APN: 764-280-999-187 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 7195 i Tityl 4 u�1w BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: DAVID EUL 81288 CANTOR COURT LA QUINTA, CA 92253 VOICE( 777 T, 2 FAX (760) - 11 INSPECTIONS (760) 777-7153 Date: 10/18/12 Contractor: T Applicant: Architect or Engineer: GO DSTAR CSTMONST3 TL P TIO 5 PALM DESERT, CA 9221 a (760) 574 - 104 3 V / - - - - - - - - - - - - - - --- - - - - - - - - - - - - - -- --- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - --- - - — Lic. No.: 855623 LICENSED CONTRACTOR'S DECLARATION ' 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi Code, and my License is in full force and effect. ZLice eClass: C33 C51 ea o.: 855623 ate:17 Zontractor: 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 a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERAI IT WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PREFERRED EMPLR Policy Number WKN1438262 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 becom�e oubject to the workers' compensation provisions of Section 3700 of th ,Labor Code, I h P'forthwith comply with those provisions. Date: / plicant: �� i WARNING: FAILU 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. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances an state laws relating to building conation, and hereby authorize representatives of thi ount Otto enter upo eabove-mentioned property r ' p�( r oses. te:�( /CJ gnature (Applicant or Agent): y Application Number . . . . . 12-00001248 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 99.00 Plan Check Fee 64.35 Issue Date . . . Valuation . . . . 7195 Expiration Date 4/16/13 Qty Unit Charge Per Extension BASE FEE 45.00 6.00 9.0000 THOU BLDG 2,001-25,000 54.00 ---------------------------------------------------------------------------- Special Notes and Comments (2) ALUMAWOOD PATIO COVERS Q REAR & SIDE OF HOUSE, PER PLANNING APPROVAL (EC). 2010 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .72 Fee summary Charged Paid Credited ------------------------------ Due --------------------------- Permit Fee Fee Total 99.00 .00 .00 99.00 Plan Check Total 64.35 .00 .00 64.35 Other Fee Total 1.72 00 .00 1.72 Grand Total 165.•07 .00 .00 165.07 LQPERMIT PROPERTY LINE STREET as '- WT_ 19L --IaL.( CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE O i BY 9- M// City of La Quinta Building M Safety Division Permit #0 P.O. Box 1504, 78-495 Calle Tampico �Quinfa rA 099t:Z _ iZ.cni -s Building Permit Application and Tracking Sheet Project Address: Owner's Name:b ��( A. P. Number: Address: Legal Description: City, ST, Zip: " Contractor: M.VILOM i.N I.� Qv t ^,Trq P-9-Tt O Telephone: Address: -y2 --33-!�- W 45 H(A76--7D VS?. S jc F-0-34-3 ProjectDescription: City, ST, Zip: A4 -L - !/t t t> $F=�1, / CA ' ? 2Z1 t ear Telephone: 7 6U - $' 7 v �( 3 City Lic. a: 47g7/6r SSG/ l/I State Lie. # : 'j� j �,�3 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. N: Name of Contact Person: Construction Type: Occupancy: Project type (circle one): ew Add'n Alter Repair Demo Sq. Ft.: 67yt I k Stories: d Units: Telephone # of Contact Person: C'5) S� — �j�g�P Estimated Value of Project. ev APPLICANT: DO NOT WRITE BELOW THIS LINE P Submittal Rect'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Cltcck Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical Sulxontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '^ 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 'Mutat Permit Fces � III ';��IIIiI �II� IY ► IIS, � I illllllp � i° ►Iii, , i 11101111 ! III ''IlNilllllll� ' ►I jllll; I � � 1111011 i I Ili 11 !!'! � IIBIIIIIIOI,, ., I I fl l I I, � I I � Ilu I I II, I,Ih,ll I II I, ,III I I,II, I II II 11 11 I:1 I! �. I ! ' I � !I I'll � I ! I '!1111111:IIIIIINII!IIIIIIINIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIINI11 lillllllllll111111111111IIIIIIIIdIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III,IIII1 IIIIIIIIIIIIIIIIIIIIIIIILI NIIIIIIIIIIIIIIIIIIIIII01111111 IIIIN III11111161II JNII 111116NII1.,111,IJIIIIIIIIIII I(II�IIIIIIIIIIIIIIIIIIIIIIIIIII 11VIIII11N6111.IILIILIIIINIIIN Nilllllllllllllllllllllllllllll III II T 13 �.... BEAM O POST ATTA HM NT 1 C E II r 1 II I .I I • 11 u. III I 1 nl11d11, I '111 � I � I.I I1� I 11 I I 1 I I I I .11 1 I II I I I I 1111 II I I I I I II II IIII III I ILLI I I IIIIIIINN p IIIIIII, IIIIIINI I III III^ (111111111111111 11411.... III LATTICE CONNECTIONS I I L 1111u INTI II UIIIII III, V I` 114111111 I y'VNII 1 l l• ,.A6 a0 III ,NII 11 IIII' I INIII15 f... MINIMUM RECUIREDIICOLUMNS „Illlp„II IIIIIIIIIIII (IIIIII hll1i1111 IIII I j I INS IO IIj!81817.JII.;WL�ID POST�SPACING TABLE! FREESTANDINGIIAINDATTACHED�l00X11 L1.901MIPH IIII (IIIIIIIIIIIII 111,11 18 8 181::�:SOLID,POST ISP1ACING TABLE F,REESTANDI„NG'�AND ATTACHED 10# L!L!! 11OQ MPH I IIII. IIIIIIIIII IIIIII IIIIIIII NI i I , III1I I U 21 LID POST I FR � I 1. JIIIIIIIIIIIIIIIIIIII2„„& SO ,, � OSI IISPAC NG TABLE EESTAND NO AND ATfACHEDII,IQI L L 1101M�QH 22�& 23 SOLIOII�POST SPACING TABLE FREESTANDING AND ATTACHED, 20# L L 111!OIMPH 2'q'I g 2511111111111SOLID POST SPACING TABLIE FREESTANDINGIAND A' CACHED 0111 71UIMP I�IIII IIINN......INI!� IIIIIIIIIIIIIIIIIIIIIn.11 .111e::::d1 mu,,,: ! l�� . T,T 30# 1C H 26 .... LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10I L.L. 100 MPH 28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH MITT TABLE FREEST „ „ p1 TTACHED 20#� L.L. 110 MPH 29 ............LATTICE POST SPACING ,,,AND ANDA„ 41 30 . TTICE POT PACIN 1 FR T IN I� LA S S GITAB E EES AND G ANDIppATTACHED 30(1 LL: 110 MPH II ......;,i' 11o1uu„ . ...n, x...- lune 1,,.1 ��,�.��..... .�I,.o�,�n1��i,,..�„ ;I,n�"l) bili ��.�� ...II n..,„III n. I INIIIINI�I 31 '1:...,•• 11111S01 ID POST'SPACING T FREESTAN IN "11DAND ATTACHE012oa L.11901110 MPH III IIIIIIIIIIIII u IL. II I d 1 n o.„ IobNGAN mni ..n. pl6l 111111111 33 IIIIIIIN§ULATED'IIROOF P G D ATTACHED 20# L!;llll'ga1110 MPH SOLIDIPOST SPACING TABLE FREESTANDI 192.........:1. 1 ABLE D,. IIIlol,1,' ou11,r, 411Ii11 III ANEL CONNECTIONS . ILII II IIII IIIIIII IIIIIII 'I"IIII!NINNII�I1 111111 III'11'I!1�!'I!I NI IIIIIIII ONlllli!N��yl U III II .,I II II!!, 1 III'l i!I If!Ip 11 1 111!I!IjC!' jlll11111111'lllllll I I I p Ippl�i!IIIII jj Illrllllllily I I I IIIIII, I!, I II,p 1� I II IILII,ILIIIIaNINla6 (IIIIIINI (IIIIIIII u111,11.lillllfli�111,1f�f �ININIIIIN (IIIIIIII 111, 111 ,1u1 IIIIIIIIII 111111111 1111 I�II116„III (IIIIIIIIII 11111111 II I I II a 1n I I 11 1 I1 II 11 . 1 i I I 11 I I II I IIII ! I ! I I II IIII I @IIII III IIII ! I , ��,, III Ir (IIII 11 I III I III III III I III I NII I I I III III I I I I I I I I 1 I III 1 I I r 1 I II I I 11. 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TdI 1EI1I11 111111111IIN tl CALCATIONSIP EPARED BIYA I1R1111 D '�1I III I I III ILI III i I I.' 1I1�III 11N 1 NI iIIIlIIllI fIIIIII Ill PROFESSIONAL SHALL BE SUBMITTED TO THEl f l IIII NII !(IIN I I I' BUILDING IIII�IIIIIIIIN OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS (IIII III,. II III (IIII II. II III 111 .IIII II IIII,. ,dl III III .ail III , I IIII IIIIIII IIII II IIII nl III IIII II 1, .I( 11 I I I I i d II I IIII I I I I. I I I I I I f II 16 I I I I I I III .III I I I IV I L . I 1.. III ....,IIII .. .I I , I I II I I �''� 1 1 P I I I tlo•� I I I I . II I Ilo' �.1. I III 111 I III I III SPECIFIE ON THE PLAN'S• "AND THAT CALCULA IONS S A ,IIIIII IIunnquningd!1111Q01 lulu I11Inn'lilllllll IIII IIIIIUIIlUIg11o1111 IIU (IIII 'IIII IIIIIIIIIIIII' ,INIIIIII1111VI1NI111�UIP IIIIIIIIIIII IIIIIIIIQIT Iluul61dh1ulullllllllllll� LL q RES15111ITl III IE SN tl11 W1NLQq u. �IPROV4S1 IIII NS IIII F; TIBC SE �III�a1 INION01111iilllll0 lulluilllllllllr ii��lu,mll rrclllllll1111111111111uo1� nl`?,I�Ili�n,l�.71111111111111111111111111111111! �'IG'{III I 'I'I!Id �'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIP I�'lll': Ilil� I�'�I"�!�16i!' pllllllllllll11ll , VIII;I��I'll�''lil��,,;,1, IIIIIIIIIIIIIIIII ,I, I IIINIINIII!r IIIIIIINIIIIII111 ,11111 ;III, 111@NIIIINIIIIII ILII, IIII'l11L;;,I,N !��III111111111IU�I�I II',•1111UUplg1 yl 111 i�ll�llllll 111111 �1 III NII u1�',III�" '110111 HIDDI IN�III 111�11I'II II�I��I SII Illi �Ili/11111111 DESIGN REQUIREMENTS : (IIIIIII II dlllll!I II,iN,' IIIIIIIIIIIIIIINN !IIII : I, IIIIIIIIIIIIIIIIIII 1 !111111, 111° II' uullllllllllllllluu1111f II!II''I�:lgsrlllulll�glo',Iplul �IIIVIIIIIIIIIIIpillll Ij!iIIV1!IPdlglllll'Pliq'I11U 111111111 lillllllb tlilll!'oi�l'Il'''IIPIiiC dIIIIIiIiIiIIIII II!i!iiLIII�I�Ill!;i!!II (IIII -Ptic o,x ,��,, ,,,I'll��R;H. lull:lll'¢11N ill!'mmlll IIIIIIIIIN Ililllllllllp 11�IIIIIIIIIIII.N' I,Illlolllm �C� R OF �NEIAN SNOVIIILOADB�IO,I��IIW��D30 0�1NDS�PERISOUARE� OIOTIx � '� 'I�II� IIIIIIIIIIIIIIIIIII IIINI�I��I �IINiNI NI11111111111111111..1.. I PLI 111111u 1,1uf11 IIIIII I I I pIIIIIIIIIIIIIIIIIIIIID � IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ICOMMERCW I CATIOII� PiCBC'ANDII�BCICHA,,,P'TER 6l!S 11111111111111111 I ! I I II�111111111ROOf LIVEIIIIANDIISNOW LO IDS�1,2p AN 30IIPOUNDS RERIPIIIIIIO�IUIIAIIRE F IOV011TII ION ROOF. 111 q III' IIIIU I "IIIIIIIIIlli N(IADOfTIONALIDIESIGNiIREQUTAFMENTB - lilNll. IIIIIIIIIf ��N�ll6 dIINNNNIIfII. IIIIIIIIIIIIIIIIIIIi IINNNN II,�IIIIITABULATEDISPANS FORISNOWIOADS ARE 8„ABED ON 'AT THE ROOF EQUAL TO 20 OR 30 psf. 2, BASIC WIND SPEEDS: 80; 100p 110 MPH^'EXPOSURES' Io1lllla111111'"!'�'"' 0:1„.,nln.u,al,n. 1111g11 „n16111:111 u1111 �INlllulN.IINIhI'NII11N'" IIIIIIIIIIII' IIINIlhll .16�1�.�.r,,,..Ip.,,..I,..e..er.L,kl�ll�l...T.,e. 1111111�11i,mil`OII 1111SE1§MICIDESIGN PARZnTESDS PfiR NEAR F00 RNWIDT IFCiVERCSCEF iIICTOR;1 D L,II 111111 Ilplll IJoIIIN! IIIIII NII SEISMICDESIGNCATEGORY:ID'16 q„III'1111111 lgf!'il L.., L1111„ u . ldllll.l,ll.,l.11!II dll II 1111111 IIII III 11! 1 I IIII IIIIIII II :I, , 111111 I IIIIII . II_ IIII IIII _I I. NINA MAPPED SPECTRAL RESPONSE COEFFICIENTS. S - 1.50IS 0.8^S .1.0 S - 0:50 II II I 11 e a 1. „ 1 I I I 1 I 1 I I IFI 11 T I ! R SPONSErMOD CAT N FAC 1 I I I I I I LII I1 11n 1 � I 1 I 1 I I I u I 11 I 1 I I. I ,I � I I I I I I I III! 1 I �!q1 IIII, I I I ,LII 1.1 III IIU I I 111 .II III IN IIIIIIIIIIIN l NALENT LATERAL!FOR PROC ..1 I IIII III 1 II ..1 I I CE EDURE II IIIIIII IIIIIII a I I I IIN L 1 ILII. . 7: DESIGNASSUMPTIONS: ,r,1'�,m I'Yrl''1 III' '1hV oo. �: IIIIIIIIIIIIIIIII IIIun I I11 1 N IIIIIIIn 1111111 IIIII!IIIIWI: lll) 11111. 1.1 J, r 1 1111 III .1.11. 1111 I, I I I I NI 11 � MINI I I I I IlL IIIIN 111111111111111111:q,IMINIMUIiAIBUILDING;IHEIGH,TIIOFMAINIST,RUCTUREI(AV„ERAGE):119:111:111111 , IIIIIIIIIIIIIIIIIIIIIIIIII II IIII I II C I I! EAST B I LNG WID F MAIN T B. l ULD TH S R CURE. 30' O U °d11IOI:ull1 II. ,:::. ,I. IIIIIIII IIIIII III d11111N1161 II I I 11111111111 : I :III II II , ( u � 111 I III , ( ,I� IIIIIIIIIINIIIIIIIC; MINIMUMNCOVER $IZEIAITfACHED11TOIMAIN STRU,CITIURE OR FREESTANDINO.NB,IIB,YIB' �IINNNIIINNNINIINIII B. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE SPLICING. 10 01 IINI !IIII '!'11111 � �illlll �NINI� I IIIIIIII NI III I II NI N 1 II li �I 1 i II N 1 I II I I II NINA II I I VIII ,. 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I , i .. �I , A NOTE TO THEWCAL AUTH R � dIHA D I I. OCA O TTY VINOrJUR18 ICTION: Y II II . I I. I I I I I 1 � I. I , II 1 1 I 1 °•I � II I I I l I I 111111u�111llllllllf II,1111111IIOIIIIuII� 1j11�1111!Ill1,11111 11111111111uullull II:IIIl,Nl11::. IIIIIIIIIIIIIINI �tiI:I1�INIIINIIIIIIIIII EACH PROJECT SUBMITTED TO THEILOCAL AUTHORITY HAVING JURISDICTION MAY �1 1.1e: Lal: m61, „o:�::on am� ,��i� dIIllllllllh 4i „i l II ,. n.. n:1111: I, I lu II INCLUDE!ONLYTHEIPERTINENTSI�TESPECIEIC9TRUCTURALCOMPONENTSILOCATED I (IIII II 6.. I.. 1 I, .1. 1 I' I WI IN � IS 1 ' 1 110 EV�� ON R ��P'�'� I M M11 F'' R TH TH OC -L STE ALUATI E ORT. AT A MINIMU SUB ISS ON O AI 1' 111 1 I 111 .11 , I I u I 1111 11 I I I I I BUILDING PERfiAlTlIMUST INCLUDEITHE FO Ill10,VVIN�G INFORMATION FROAAANISII IhINIIi1N1iNNaIII IIIII1111INN A. TITLE SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (I.e.. SOLID OR LATTICE ROOF, FREESTANDING OR mu1I',ATTACHED)1�111111h1".. .,n11111p1h,1, .Ipllll1111m. ,111111111111111111111,. nIIIIIll1111u1, x111111 C'IBASED ON T�E gEOUIREDIIDESIGN LO' SII 11.00TING 17E-5PECIFIC RAFTER IAINO/OR PANE NIIINIIII� 111111111111 II � II .. n.. � „,. (IIII 11,.1. „ ., ,. . � 1 1 I I {� I I I II I I I I I ," ANS 4.�„IIIi OIIfIV NI' I I I 111Nf llllull I 11 l u uu III (I uII I I III 11 III I m 811111 I I ( 1{ I III 1,TI1!PEOFMEADERPOSTuu ITYq,E BOUANTIIfii IINSI2E�(WHEREIREQUIRED) I IIN N IIIIN IIIIII I �E!IIAPPROPRATESTRUCTURALDE IOAILSESIGN'LOA S! III IIIIII ''I i111 Ii'll' II 1 Illh IIIIIIII 1111111 III III IIII III IIIIIII, 11111) 11,11111 II 111111 II IIII III I (IIII (III FIdOTHER OOCUMENTATN11TFiATIM41Y B ,,,MIRED BYII THE ,LI0CAL A TMORITY Id y I NIL1I 111 l a IIIIIIII MIMIpIIIII nw .�1�..u��11�11n��, Inn nnn11 SI:ALE?NVNE^' ��°��°^°°",•,°,,, _-_-_ DESIGN LOADS nVn1[. rnnV= 6719 ALPINE AVE.. 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III dll �II111,..1 IBI .NI 11111,,.,.....,1 III 11111111111,_ __,._�IIII_II IIIIII. IIIIINI IINIIIII 111111111 ,1NIIIn IIIIII 11IIIIlI 1111111! INII�,,. (IIII INI11111,. (IIN! .111011,... .IIN INIII1111. , (IIN ,III 1111... ,.IIN .IIIIII 1111n. ,IIII ,1111111,.., II (IIII 11111.. , IIII IIII 11111,,., ,,11 0 _-. %.M-; lusail a license 1p lased. hebaekmDL&hm ts'.- 9 Win- % r — � ;r ME if II II'Ili li!611� "?I''nll IIIIIIIIIIIIIInIIIIIIIIiIIIIIII'2. ALL.ITEMS PERTAININGITo EACHIINSTAL pp 3. EI.ACH INSTALLATION SHALL•,BEAR AN IDE 111'!lill iSII ,I'll 11 IININIIIIII 4 CONTWCTION C RI3HADII�SUPEIRVI9IE Ei°AND C NS SI 5. THE APPROVEDISET OF DRAWINGS AND II!ill' Ih II 'II ,IIIIIIIIIIIIIIIIIIIIIIIII DEPARTMENT'II� IHEREIISHAu BEDNGINOIDE\ 11,1111 II .ALL NEVVICONGREtE FOOT NIGS SHALL B tiU11111111 'UII,I'Id UIIIIIIINIIIIINIIIOII e. ANIATTACHED'IPAT,{OI',COVEFt,WBESEI ZERO,TQIA MAXIMUMIICALUMN LOIIJII 1111119 201PQUNDS PERI SQU TARE FOOTIIL LP AND ILIIIIIIIIILL,°III I IIII IIIIIIINI tO.,DESIGN LOA�)SI�C�OMBINATIONS�ARE IN I AN �IIIIIIIIIIIIIIIIII I I,Milli!'iililll!i'IINIIIIIIIIII��I I� pllllllliilllllllll II DIIII1I 01111111 IIIIIVr;oIIIIIIIIUIN�� I (DIIIIIIIIIIIIIIIIII �' CODE �L2009 INTERNATIONAL RESIDENTIAL n EZOOSALUMINUMIMANUAL-ADM 5. IIIIIIIIIIIIIII IIIIIIIIIIU IIII II',gliq'I'l'lill' IIII!il ,IIIIIII I1-0III II III IIII I dIIIIIDIIII I!IIIIIIIIiII d pIIV!!II'!I IIII `VIII � IliillUlll IIIIIIIIIIII! JVEL, HEADER SPAN! COLUMN SIZE, ETC.)1 I THE NAME AND'ADDRESS OFidifHE MANUF A'ND' SHAL41BEI SOLELY SHALL BE KEPT AT THE III X11111111 Ij I IIIIIIIIII i ullllll� ' I Ili'�!I!I!IIIIII u II° IIIIIIII I ! IIIA,III !IIIIIIIIII ')IIII°"" ,IIII � I. 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I•II ;. :.I IIIA. i' i. :i !!.p . :I, , (: 11. 1 1, I I I I LII I I "VIII I , � ,III .1.,IIII 1 IIII I,L,I I I II I I I I I , I: �I,I,IU .IN II IIIIINIIII 111IIIII I I, , �, I Ilta Iilll l II �d I 1 IIII IIIIIIIlIII 1f ,II. �,I IIINII IIIIIIII .EARLYIDENTIFIED. =%l,'IITYn , IIIIII+ „„III, II III'NII II i1 11' l l ' I' II: I II ATE THE METNODi IOFI CONSTRUCTION.pTHE III III IIIIII IIIIII III �' l ll!!?"I I IIIIIIII ,IIIIIIIIII �I: II IIIIIII I IIIIIIII !IIII III II 'HODS; TECHNIQUES, SEQUENCESANUPROGEDURES. �IiI III ZEO REPRESENTATIVES OF THE ,BUILDING AND SAFETY 111111"11 d'ilU' i I, oRDERIIIIIJI?d'!lul �IIIIIIIIIIIIIIIVII Ililllllll I,;II, ,IIIIIIIIIIIIIIIIIIIIIIIII I I;IIJII IIINII!!�;' IIIIINNIIIIII , 'dl. .RE NOTEDIIN THIS REPORT. p .,„f:4i - II'I II ,II� 14,�I.I,III, III I I U !,IIII 1161.1:,, I 111 , III 1, ,1 Idl..Ill.11dlll, dIIpUIIIgpIIIIIIIIUII II 111 I I IIIUIIIIIIIIIIIIIIIIIIII IIII 111..1111 IIIIIIIIIIIIIIIIIIIIIIII ANO {S LOCATED IN AREAS WITH A FROST DEPTH OF 111'Illllul ulllllill'�iill!�I uIIIIIIIIIIIIIIIIIIIIIIIIIIU'''' IIII II!I,; :,,;;IIII Idlll 1,11,1111 f;IIIiIliill I Illus ,,,, A FRQSTIDEPTH OF'IZERO. IIII 'll!; (IIIIIIII l IIIIIII II IIIIIIII IIII. II'I'I�II'lltllllli4llillll'I;II° 611IudIlUIIIIIIIIIIINIIIIIII ,IIII Vd 1111h�jIIjIIIUIUp II ,IIIIIIII IIIIIIII. II6IIUIIIIId41l11,N;;iiG1 I� IIIIIIIIII IIIIIUI ' —..nllllllll". ....,......III. ., ni'II,, ,.•.,,nnu. .,.:,n, ...,.n.• _. I I I DES GNO SIDE ONS• 1 C N FtATI I II I L✓I;I:I:I I I I I II : I� _'I.I I I I I I I I u,ul I I IIII, IIII .I tll I II , II :II J:,II IIII II I III it II IIIIIII IIIIII II I IIII I :: I ,IIII UIII:Lu ,IIIIIIIIIIIIIII II I .IIII"II f I' .III D IIIII,Vllu III IIIIII 1111111 II bill IIIIIII III ,IIIIIIIIIIIIIII I ILII V IIIIIIIIIIIIII III J ,I ( . {tt. MINIMUM ROOF SLOPE FORI�,$OLID ROOF PANELS: 1/4 H PER!FOOT.IIIIIIIIIII 11 IIIIIIIIIIIIIIIIII 6,1 JIIIIIIIIIIIIII 11 I . IIoI III I II III I IIII III I III III ,I�Ld I,II IIII IIIIIIINIIIIIII IIII :,,::.1. � ,��,:,�:,0:11: .:, IIIIL., II„I IIS ! ILL' IIII III II I (IIII I I ILII: ,I' III:. I I ,III :,II I,NI III dr1 II ! I. 12. MINIMUM PATIO COVER SIZE: BD S DARE FEET.II d I Ll I I I I :,,,..... � :� ,I::. I , ...... :,I� ,� � I III, �,1:. ,II,,,, III ,II aIIIIIIIIIu,llll „III. I I I 1 I, 1 ., II I I I I1 I I I I I ! I� , I I .I I I I I I I ,III III I 1 I IIIIIIII If III 11111111 I I I . . I ,II I I I,I�II I .1 I I II ddllllllll IIIIIuVllllllll IIIIIII IIIIIIIIIIIIII II II � :IIIIIII I ,III MINIMUM'�SIZE OF EXISTING ROOF'OVERHANG AT ATTACHED COVER:,60 SQUARE FEET., I I � ( '. INININ I I .,IIIIII IIIIII IIIIII ,IIIIIIII . JILL IIIIII ,IIIIIIIIII , :,..��:�,:��.��:,.,,�.:�,:.,: Il,,,:ll,ll:ll„ ,L,,.��,I,,,�1161II,III„ .::�:,�..�.,..11... ...,L,. 1.,11611,�II�Itll1 1iIIlIIIIIIIIIIIIIII ld DI,I, I I �� 111111111 dlllllll ll� lllllllllllU :11 14. COVERS ARE DESIGNATED RIDGED BUILDINGS AS DEFT ED IN ASC% 17� CTIO :13. 1 'III II `0 N E SE N 8.5 "I r I I II I I I „ ILII I PID , III I .,I ,� 1 ..I „:„alll,a�: lI„I ,IIIIIIIIII ,IIII II a .IIIJIIIIII Illllllllllolll: � 111111 I III : V 1 I, I III IIII, 11 1 II II III lu I I IIiIIIIIV!III!IINIIIIN,II II 1►11Nillllllllllllllli Illy 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS RIDGES AND ESCARPMENTS AS DEFINED IN AS E/SEL17� SECTION, 811511711111IINNa,NINII 1II11111111111111111I1 d�1111nIN1 IIIIIIIIIIIIIIIIIIIIIIII IIII III I. :mus„ill,n uuwllnwnl a„,. ,q'IILI,IIVII: N1, „„eJhn:pu�ny�n:ry unj a unlllll::I lbmp,I ,IIII „:ni�ndlu�i:nmi::Ai„,l ou 1:.,nu:4:,In6uh,,, ....,,,...,. emu, ,.,....N.....L,I„ �11111, IIIIIIII II (IIIIIIII IIIIIII' II dIINIIIIIIIIIIIIIIIIIIII I III III I 11 16. THE FREESTANDING AND ATTACHED SOLID ANO LATTICE'PATIO COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRWCTURES' IN ACCORDANCEIWITHASCE/SEI 7 SECTION'8.5.13 II v r I• I I I I I I I I I . II Q . I I IIII IIII II� . I. EXCEPT'1NHERE' NOTED INT REPORT. I I I IIIIIII III IIIIIII III IIIIN1 IIII IIIIIIIIIIIIII Iu„I„IIl:6u„n, IUIIII II IIIIIIIIIIIIIIUI I IIUII,II III III�IVUI dIIIIIII IIIIII IIIIIIfNII IIDIIuIVUIUVIUIU61 IIIIIIIIIIIIIIIIIIIIIIIU U IIINIIIIIIIU�IIUIIIIU IIIIIIIIIIIUIIIIIIIIIUII ,IIIIII:IIIIIIIIIuIIIIIpII IIIIIIIIIIIIIIIIIIIIIIII 1 Il llul l�ll lllUul .IIIIIIIIIIIIIII , IIIIIINIIIIII�IINIIII 17 THENRATIO (H/P)IIIPATIO COVER�MEAN ROOF, EIGHT (H, IFT.)IIDIVIDED BYITIE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. 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: 'Il II 11 INI o,J I„ 6111 tit'IRBE POST CONDITION. III IIIIIII I dl I I I p 111 mN II 41 ll BEAMS SHALLiIBE1 SPLICED OVER THE CENTER SUPPORT ONLY OF „„Ih lo,,,l:,, n I II Illllllllun„ Hlh ,IIII o IIIIII IIII�IIIIpph III lull:. NIIDiIn II Iul,,,., .. NIh1111 N 11NII 20.IALTERNATE ALUMINUM ALLQYp MAY BE SUBSTITUTEOIFO ,THOSE SHOWN,' PROVI�ED THEY AREI�REGISTEREDIWITH THE ALUMINUM I'ASSOCIAITION AND HIIAVE EQUAL O GREgTER YEILID,AND ,IIII 11NI ,IIII „1,1,,,I,:„ R 1 ,III , ,1 ,IIIIIIIIIIII' ,IIIIIIIIII IIIIIIIIIdNIN . ULTIMATE STRENGTHS,, I I IIIIIIIIII did IIIIIIIIII ,IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIII III Ilul II ,IIII !,IIIIIIIIIIU „III,,„1{......,IIII uIIIIIIIIIIIIINNIIII u1iIIIIIIIIIINIIIIIIIIIIIIII „IIIIINIIIIIIIIIIIIIIIII olllllllllllullllllllllll mlilllllll iI „ILIIIIIIIIIIIIIIIIIU NI� p IIIIII IIID IIUu ,IIII ,IIII l (IIII III 21. CONCRETE SHALL 1 MIM 28 DAYJII, EIS ,IIIIIIINIIIIIII ,IIIIIIIIIIII QIII IIIIIIII ,IIIIIIIIIIII ,IIIIIIII ,IIIIIIIIII IIIN IIHAVE A MINI COMPRESSN TRENGTHIOF2,500 POUN S PER SQUARE INCH. IIIIIIIIII IIII MINI 1 pin 22. DESIGN VERTICAL SOIL BEAR, G PRESSURE IS 500 POUNDS PER SQUARE FOOT. D SIGN LATERAL” BEARING PRESSURE ISi200 POUNDS' PER SQUARE (FOOT PER FOOT OF FOOTING DEPTH.. "° ,IIII ,IIII NIII!II IIIIIIIIII IIIIIIII IIIIIIIIII E QIJALS 100 PSF/FT x 2 PER`TABLE 1808.2'ANIDIISECTIO 11'808!13.4. IIIIIIII ,IIIIIIII IIIIIIIIII IIII III II III IIIIIIIIII c..a,......,.,1,,,,,1 6,. III ..,ILI. m „ IL. I,III,I, IIIIII (IIII!III Ill llfll. IIIIII IIIIIII IIIIIII (IIII I IID 9u161 II. IIINIIIIII IIIb I II T h, h l: ll ll I I II I I ,.;,IIIIIIU III. ,I, II III „,,Illllllhh,,,, illll,dIIII1,,,I11IlIIIhIIIIIIIIII IIIIIIIhIIIIII II I f 23. EMBEDDED S EEL EMBERS SHALL BE HOT DIPPED GALV ,ZED, RUST O LEUM OR EQUAL PAINTED OR ELECTROP TED AND CONFORM TO A5T A -04B G DE C. IN TEE M E LA M RA STA LESS S L EMB R3 u ��,m�n „i ��„ u, a I„ „ i�� 11 III ,I I,I11 III IIII l IIIIIIII ��I l l III . .IIIIII (IIIIIIII II II�IIIII� I I�� /AN I I 1 1 'hI III IIIIIIILII,IIIIIIUIu' gJill 111111111111111111NIIIII 'wmnnuuNwunwur,uux' II NI NNNN Ill, 11!�L,CONFORMu70.1TM ABb31!.�a.., ...!Ill llllllllul 111 lllllll ,IIIIII IIIII,IIIIIIIIIIIIIIIIII ,IIIIIIIIII Iuulllluluuluul IIIIIIIIIIIIIIIIollllll lul111 Il ullluluuuluuulRll.n I!II IIIIIIIIIIII IImlulll lulululuulumllu�llulull1 I IIIIIIII Itllunl ll llll Iu1 ul1 I LIN NI') 24. FASB jE ERS: ALUMINUM BOLT: E ,INSTALLED INIACCORDANCEI! II �1'251ITHE POST INSTALLEC ANCii ILIIIIIIIIIIIIIII „II„ 28. ALl1SCREWS AF2EI,SELFlI'DRILLIIN( 27. THE 6TABULATED' MAXIMUM COLI III 1111 28. SOL D ,AND LATTICE ALUMINUM, F II 9111111141 II . ,,,, , 1„,,, L.1,. „ 1 29. 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IVIIII dl�llle.. �lliu dlll�llll:, 11 1111101111I,,...III l!Illllllll,. h�IN dlllll�lllll III dllIlllln:., Illi d1111111I1e...AIIN e- I i'd n mdazed&an hie.bac S hi.eets M IE R# 01.95 _0 W 6mm- WIMP WFUG -s IT m eginossoo. s Uff SO MM offil ld e: 09 -lid RAFTER SEE TABLE FOR SIZE AND SPACING * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. AT-Tl-"S� NOTE. THIS OPEN LATTICE -TYPE STRUCTURE SEME SC/IEDULE� UAY�T BE COVERED. LENGTH OF STRUCTURE VANES POST WITH BID •PLATES SEE DETAIL 9 Ur SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE CHANGEABLE WITH ANY OTHER sFFr F SER PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER Wlf-' THIS OPEN LATTICE -TYPE STRUCTURE SCALE:NTS MAY.LBE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RAFTE%SEE SfiEE SCHE U NOTE: ISeL CE E STRUCTURE AND PACINGTHIS OPEN LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES ,ONAL F� C37 8 F /3 /13 / POST WITH SIDE PLATES 31/Y SLAB P SEE DETAIL NOTE: EACH COMPONENT IS INTER- To �srn�AIN NOTE: EACH COMPONENT IS INTER- a + r sue ATTACHMENT OwHEaE CHANGEABLE WITH ANY OTHER s aERaMI TED COMPONTENT UNLESS OTHERWISE SHOWN. T SEE SCHEDULE COMPONTENT UNLESS OTHERWISE SHOWN. fe(Lc FOOTING WHERE REQUIRED. NOTE: EACH COMPONENT IS INTER- SEE SCHED. FOR FOOTING CUBE SIZE TYPE "F" ATTACHED MULTI PAN LATTICE STRUCTURE CHANGEABLE WITH ANY OTHER SFT FOOTING. SEE SCHEDULE NOM TYP TE: TS OPEN LATTICE—. STRUCTURE FoonNo wHEaeaEoulaeo MAY NOT BES COVERED. MAX. PROD. SCALE NTS SEE SCHEDULE /A MAIL O.H. 5% OF SPI LENGTH OF STRUCTURE VARIES 31/Y SLAB P I aee rva i T $0�c NOTE: EACH COMPONENT IS INTER- To �srn�AIN FT � � CHANGEABLE WITH ANY OTHER aFF T FOOnNc. sEE SCHEDULE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 31lI SLAB MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. fe(Lc DURALUM PRODUCTS, INC. NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (641) 741-2107 CHANGEABLE WITH ANY OTHER SFT FOOTING. SEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER FoonNo wHEaeaEoulaeo COMPONTEN7 UNLESS OTHERWISE SHOWN.F SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE RE FOOTING WHERE FOO SEE SCHED. FOR FOOTINGTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0185 DATE: Bl5R012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10. 20 6 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (641) 741-2107 STRUCTURES HORIZ. WIND a 90.100 a 110 MPH 8269 ALPINE AVE, SACRAMENTO. CA 95820 (918)152.7021 FAX 40.7.1519 s8km4D nhIm.o.Dm SHEET 3 OF 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL LIVE LOAD = L: SEE SCHEDULE A FOR SPANS 3 12' SLAB ALTERNATE: 0. 'O.H." NOT TO EXCEED 25% ATTACHMENT OF SPAN [NIOTE.O SEE DETAIL FOR SPLICE MAYBE USED SEE SCHEDULE P0, 8289452INE 8 1(918)452-7021 SFF * SQ. POSTS, SIZE VARIES REVISED BY: i * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 6 1/2" SIDE PLATES. SOLID PANEL TYPES A/ypGOOF ATTACHMENT CHANNEL S STR(/ ALUMINUM SEE DETAILS — 7} E POTeF�� RF y��ES ROOF PANEL MIN. 0.25" SLOPE PER FT OJFCnON SEESCHEDULE FOR SPANS 125% �r 'O.H.' NOT TO EXCOF SPAN SEE DETAIL FOR SPLIOPTIONAL: CANTILEVER BE1AAMM !sIs'ek SEEPOSTESPACINGULE R j� k SO. POSTS, SIZhFp,�� 3 112* SLAB ATTACHMENT ALTERNTE: A MAY BE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE MAX. HT.= 117 NOTE: NO SPLICE AT THIS POST ANDA END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEI SEE SCHEDULI FOR SPAN! 'O.H.' NOT TO EE OF SPAN SEE DETAIL FOP SO. POSTS, SIZI 3 112' SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE SEE SCHEDULE F 12 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 3OFS 0. 48 TM PRan N P. 3/ 1 1 3 �Q� OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ALUMINUM ROOF PANEL MIN. 0.25' SLOPE PER FT. SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN' SEE DETAIL FOR SPLICE — SQ. POSTS. SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAYBE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR P ST SPACING O•h. ?596 OF SP NOTE 40 SPLICE ITHIS POST 4D AT END BeYS. NOTE: EACH COMPONENT IS INTER- ll2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. ?59b OA�.rS LIVE LOAD = L: PATIO COVER SYSTEM AS MFG. BY: A 3 12' SLAB ALTERNATE: � 10, 20 pal ATTACHMENT SINGLE POST [NIOTE.O SCALE: NONE MAYBE USED SEE SCHEDULE tZ. NE 8289452INE 8 1(918)452-7021 WHERE PERMITTED. REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 SEE SCHEDULE 90, 100&110 MPH SPLICE AT THIS MAX. HT= 17 POST AND AT END BAY FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL MIN. 0.25' SLOPE PER FT. SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN' SEE DETAIL FOR SPLICE — SQ. POSTS. SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAYBE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR P ST SPACING O•h. ?596 OF SP NOTE 40 SPLICE ITHIS POST 4D AT END BeYS. NOTE: EACH COMPONENT IS INTER- ll2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD = L: PATIO COVER SYSTEM AS MFG. BY: DATE:6/51201"2 SOLID PANEL 10, 20 pal DURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES tZ. NE 8289452INE 8 1(918)452-7021 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100&110 MPH FX403-1519 @dUmIuCA FAX 400.1518 eales�durelwn.aom SHEET 2 O 33 A��TiER SRA(�tS�F=OR�iOPEN = - ONIMERJ I�Ar_ PXTIOSIP 90/10 -'i2" 8.5' S �• ��► cq�c% MAXI 2• .5• 32. 4 0�- �msFA� D24 oat• ��` �' :w2' ALUM. ALLOY 3aa.+L1e N0. C 7948 OR EQUAL .0 1/13 Q \ UM. ALLOY 3001-H35 * SEE NOTE BELOW �ouAL s 0/110 MPH EXPOSURE B & C • � 3.0' 8.0' .a2• ALUM. ALLOY 3004-H38 '! OR EQUAL �C SEE NOTE BELOW ao i TABLE 2 X 6 1/2" RAFTER 01 2 mo (FT.) (PSF) (IN.) a 90 MPH 100 MPH 110 MPH L, , (PSF) H o EXP- B EXP.0 EXP. B EXP.0 EXP. B EXP.0 10 .024 16" 12'-2' 12'-2' 12'-2' 11'-10" 11'-10" 11'5' 10 24' 9'-11' W-11' 9'-11' 9'-8" 9'-8' 9'3' .032 16" 16'-3' 16'-3" 16'3' 15'-9' 15'-9' 15'-2' 13'3" 13'-3' 13'-3" 12'-10' 12'-10' 12'5' .042 21'-4' 21'A" 21'-4" 20'-8• 20'-8' 19'-11" F24"17'-5" 17'-5" 17'-5" 16'-10" 16'-10- 16'-3" 24'-0• 23'-5' 24'-0" 9,A" 9,A"9A" 21'-10" 9,A" 9A" 9,-2".024 24' 24 7'a" Ta" T -r T-7- r-7' r5' 19'-1' 16' 12'5' 12'-5' 12'8' 12'8" 12'5' 12'3' 20 .032 24" 10'-2' 10'-2- 10'-2" 10'-2' 10'-2" 10'-0' 20 .042 16' 18'-4' 16'-4" 18'-4' 16'-4" 16'-4' 16'-1' 24" 13'A* 13'4' 13'-4' 13'4' 13'-4' 13'-2' 30 i o2a 10'-9- 10'-7' 6 8 9 9 16' 1T-7' 1T -r 30 1T-7' .032 16" 10'3" 10'-3' 10'3' 10'3" 10'-3" 10'-3' 24' 8'-4' VA" 8'A' 8' 4' 8' 4' 8' A. .042 16' 13'5' 13'-5' 13'5' 13'-5' 13'8' 13'-5" 24" 11'-0' 11'-0- 11'-0" t V-0" 11'-0' 11'-0' 0/110 MPH EXPOSURE B & C • � 3.0' 8.0' .a2• ALUM. ALLOY 3004-H38 '! OR EQUAL �C SEE NOTE BELOW .024 ao DBL.2,x-6TER TABLE LryE LOAp . 01 2 mo (FT.) 3 x 8" RAFTER 10 •7 •'� (IN) 90 MPH 100 MPH 110 MPH L.L.=r.042 23'-0' 1 90 MPH 100 MPH 110 MPH EXP. B EXP,C EXP. B EXP.0 EXP. B EXP.0 (PSF) gyp, B EXP.0 EXP. B EXP.0 EXP. B EXP.0 18'-2' 16' 1T-3' 17'3• 17'-3' 16'-8• 16'-8' 16'-1' 13'-2" 30'-2' 30'-2" 16' 24'-0• 23'-5' 24'-0" 22'-8' 23'-5' 21'-10" 24' 14'-1' M47t2 14'-1' 13'-7' 13'-7' 24' 20'-0' 19'-1' 19'-7" 1 18'-6' 19'-11' 17'-10' .024 TRIBUTARY WIDTH TABLE LryE LOAp . -CLEAR SPAN (FT.) 10 16' 23'-0' 23'-0' 1 23'-0' 22'-3' 22-3- 21'-6' 14 15 032 24' 18'-9" 18'-9' 18'-9" 18'-2' 18'-2' 17'-6- 5 5 6 6 16" 30'-2' 30'-2" 30'-2' 29'-3" 29'-3' 28'-2" 11 042 24' 24'-7' 24'-7' 24'-7' 23'-10' 23'-10' 23'-0' 20 11 16' 13,-2' 13'-2' 13'-2' 13'-2' 13'-2' 13'-0' 9 10 10 11 11 10'-9' 10'-9- 10'-9' 10'-9- 10'-7' 6 8 9 9 16' 1T-7' 1T -r 17'-7" 1T-7' 17'-r 17'-4' 14 032 24' 14'4" 14'4" 14'A" 14'A' 14'A" 14'-2' 30 14 16' 23'-1' 23,-1' 23,-1" 23'-1• 23,-1' 22'-9" 12 1 13 .042 24' 1B'-10' 18'-10' 18'-t0" 18'-10" 18'-10' 18'-r 16' 10'-10" 10'-10' 10'-10' 10'-10" 10'-10• 10'-10' .oza 24' 8'-10' 8'-10' 8'-10' 8'-10' W-10" V-10- 16* 14'-6' 14'-6' 14'-6' 14'-6' 14'5' 14'-6- .032 24' 11'-10" 11'-10' 11'-10' 11'-10" 11'-10' 11'-10' 16' 19'-0" 19'-0' 19'-0' 19'-0" 19'-0" 19'-0" .042 24' 1 15'-8' 15'x' 15'-6' 15'x' 15'-8' 1 15' -6 - .042 18• 24' 14'5' 14'5' 14'-6' 14'-6' 14'5' 14-4- 16* 14'-7- 14'-7" 14'4' 14'-7- 14'-7' 14'-7' .042 24' 11'-11' * NOTE: SINGLE RAFTERS SPACED 16' 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. PROJECTION- SPAN O.H. )1 Y + NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE LryE LOAp . -CLEAR SPAN (FT.) TE: 6!52012 TA 10, 20 630 psf O.H. B 7 B 9 10 11 12 13 14 15 16 17 1B 19 20 21 0 3 4 4 5 5 6 6 7 7 6 8 9 9 10 10 11 r 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 1z 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 6 8 9 9 10 10 11 11 12 12 13 13 14 q' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' - - - - I - 11 1 11 12 12 1 13 13 14 14 15 15 16 .042 18• 24' 14'5' 14'5' 14'-6' 14'-6' 14'5' 14-4- 16* 14'-7- 14'-7" 14'4' 14'-7- 14'-7' 14'-7' .042 24' 11'-11' * NOTE: SINGLE RAFTERS SPACED 16' 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. PROJECTION- SPAN O.H. )1 Y + NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN AWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LryE LOAp . PATIO COVER SYSTEM AS MFG. B TE: 6!52012 TA 10, 20 630 psf DURALUM PRODUCTS, INC.U�PMO ERM 0185 NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER SPANSALE: HORIZ. WIND- 6268 ALPINE AYE, SACRAMENTO, CA 85828VISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 90, 100 8 110 MPH (918)452.7021 FAX 403.1519 wNs®durelum.com SHEET 7 OF 33 PANEL FASTENERS 90/100/110 MPH . EXPOSURE B & C #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM FAN BEAM (1B'-0' MAX SPAN) CEILING FAN AND/ �� TRI -" V" EXIST. WALL OR LIGHT FIXTURE 24 TRI- V PAN (MAX. 30 lbs. ) \V F#10 OR #14 X % S.M.S. AT EACH VALLEY TO BEAM IT * SEE NOTE BELOW 12" 12" x 3 1/2" W PANEL r#10 OR #14 X %" S.M.S. I AT EACH VALLEY TO BEAM * SEE NOTE BELOW �--- 8.00' / 8.00' — –I 6" / 8"x 2 y2" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER * USE #10 FOR 90 & 100 MPH WIND SPEEDS USE #14 FOR 110 MPH WIND SPEED AND ALL WIND SPEEDS FOR PANEL THICKNESS = 0.032" AND GREATER. EXIST. WALL SEE TABLE –N I p— HANGER SHT• 9 �jj, ruAKIKICI FA 2' HEADER T=.075' TYP. 21W FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL FAN BEAM ---, FAN BEAM I 1 1 2 NAL G z P r NO. C3794 0 P. 03/31/13 #12 S.M.S. SCREW `— #12 S.M.S. SCREW AT HANGER ATTACHMENT AT HEADER 1/2' S.M.S. SCREW AT BEAM FAN BEAM 2 1/2' 0.042'x3'x8" HEADER #14 x 3 1/2' S.M.S. SCREW AT BEAM DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: VAPMO ER# 018S DATE: 6W012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS 10.20 6 30 pd DURALUM PRODUCTS, INC. [918)02-7021 SCALE: NONERANCHO REVISED 8Y: CUCAMONOA, CA (851) 741-2107 I FAN BEM{ HORiL WIND " 80, 100 6 110 MPH : 288 ALPINE AVE., SACRAMENTO, CA 05828 FAX 4031518 mlea®dureWm.com SHEET B OF 33 ( MAX. HEIGHT = 10' r-3 1 2 1 MAX. HEIGHT C =10' r X3;00".SGl� .024• ##10 SMS 3.00" -SQA 3.00 SQ. 032 6A.4S DE ��/ 1.0(x_ 6.5. T `Alu — 14"R • A U 032" TYR .048'STEEL fB 5/ I' PLASTIC PLUG X28" O O � �— 3" SQ. ALUM. POST MAG POST 3" SQ. ALUM. POST WITH SIDE PLATES OD 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 H38 3"'SQ:_SSEEC'P-OSTM ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00 OR 6063-T6 2.40" 7/16.0 HOI 1.375" FOR 3/8" to 0 0 .75" ASTM GRADE 36 STEEL INSTALL 1)4' x 1}4' x Y HDG WASHER PLATE AT ANCHORS .15r- 1.60" sr1.60" TMP: 1. USEVOR 3* INSTALL 1 4' x 1}4'5 )fi¢• HDG .090" TYP. POST ONLY WASHER PLATE AT ANCHORS FOR 110 MPH q 2- 5/18'0 ALUM "T" BRACKET i STEEL "T" BRACKET -WSO.xt=.186' =4'SO.xt=.11 =4•SQ.xt=.21 T_ t. 1.0' OR 4.0" UARE '.L OST ASTM A500 GRADE B 2 FLANGES 2 1/8' APART BASE FLARES TO 3'WIDE EA. SIDE OF FLANGES Ili 1-7/16"0 HOLE 8 2-3/8' HOLES TY.. EA. SIDE /off` \W q,lA ton ~ No. C37948 r �*y - 3131(13 /, ALUM. ALLOY 6063-T6 "H" BRACKET (4)SDS 25412 #14 SDS, 3 PER SIDE W x 8" ALUM. RAFT. BRACKET I 3" x 8" ALUM. HEADER HEADER BRACKET 07 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD " PATIO COVER SYSTEM AS FG. BY: IAPMO ERp 0195 DATE: W=012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 6 30 pat DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIL WIND= 80, 100 6 110 MPH 6265 ALPINE AVE., SACRAMENTO. CA 95826 FAX 403.1619 m 8@dwalo m.oa" SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 .5 WALL E TABLE .078 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=30 08 A B B CD D E E F #14 SDSg2,740" #14 A B B C D D E E F 1.5 A B B C D D E E F 181-8' DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 2'-0" 14'40" 12'-8" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. 0 8' O.C. B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. w C=SDS25412 AT EACH STUD, 16" O.C. MAX. QND=3/8'0 x 4" LAG SCREW AT EACH STUD t= 0.04' 'E=3/8"0 x 1 1/8" AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11' 014'X90 DIA 014 SMS 0 PANEL .25'R 05� 24" O.C. 2'-0" W 31'•11" 25'-0' SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. `2) LOCKS OR YB SMS SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION N cn .563' .281' AT EA CONTACT5. WALLASTENERS .2 C-4 CD AL Y CON INUOUSA-RAIL'�� • 0 SEE TABLE ROOF PAN0. 8083 TL6 MHERE OCCURS) 06 -14 AL6UM63-TSOY 3 FOR'A1 AL OF PANEL ROLLFORMED HANGER EXTRUDED Y14 SMS ®EA CONTACT8083-TB HANGER CHANNELWALL CONNECTION I.R. HANGERL 6063-T R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. 5TENERS, SEE TABLE A34 FRAMING ANGLE SEE TABLE — L-- EXIST. EAVES, RAFTER EXISTING EAV�r OVERHANG (24' MAX.) EXISTING EAVE CONNECTION 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=30 90 A B B CD D E E F 100 A B B C D D E E F 110 A B B C D D E E F 181-8' DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 2'-0" 14'40" 12'-8" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. LUp B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. w C=SDS25412 AT EACH STUD, 16" O.C. MAX. QND=3/8'0 x 4" LAG SCREW AT EACH STUD tL '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 14'-8' 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER iv ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL --30 2'x 4•V-6" FULL OR 2" x 6"1'-6" NOTCHED i6' O.C. 948 181-8" 181-8' 14'-2' 2'-0" 14'40" 12'-8" 9'-7" 24' O.C. 12'-5" 11'-8' 8'-10' 2'-0- 9'-4' 7-4' 5'-7' 2"x6" FULL OR 2'x8" NOTCHED 24' O.C. 2'-0" 19'-11' 19'1' 14'-8' 2'x8' FULL OR 2'x10' NOTCHED 24" O.C. 2'-0" 31'-11" 31'•11" 25'-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 TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 10# L.L=(2)/114 SMS Ell SIDE iv 12' 20#/30#L.L.=(2)#14 SMS EA. SIDE HANDER CHANNEL U -BRACKET EXISTING WOOD STUD FRAMING EAVE LENGTH 1 1/4' 3' "OR 11/2' _f F 2'x612'OR 948 5' MIN. 3' x 8' ALUM. 1/13 _ RAFTER TYPK l 3/4' OR 1 12' 7 1 (2) #14 SDS L 6- EACH PAN iv 6' FROM P Q� HANDER CHANNEL DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH IAPMO ERY 0195 r F C314 948 -03! 1/13 _ NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE TO DRAIN j FOR SPAN SEE ALLOWABLE TOM CAMPBELL & ASSOCIATES, INC. HANDER CHANNEL DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING EAVE LENGTH IAPMO ERY 0195 DATE: e152ot2 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING bO OR lie LEDGER 10, 20 6 30 psf _ 2. EACH 1/4'0 x 3-12' LAG SCREWS L.L.=10 psf 2 EACH 7/18'0 x 3-12' LAG SCREWS L.L.=20 AND 30 psf RANCHO CUCAMONGA, CA (9511741-2107 (3F4 4x312' W.S. ?+/14x1314' (2' MIN. PENETRATION INTO SHEET 9 OF 33 PATIOCOVER EXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: EN. TOM CAMPBELL & ASSOCIATES, INC. HANDER CHANNEL LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: =ALUM IAPMO ERY 0195 DATE: e152ot2 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 6 30 psf _ PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 85829 REVISED BY: RANCHO CUCAMONGA, CA (9511741-2107 ATTACHMENTS gp 001 6 110 MPH (918)452-7021 FAX4031519 8akM9b weWm.Com SHEET 9 OF 33 COLUMN,/. -.POST TYP-ES=-&=SURFACE-MOUNT AND-EMBEDMEN-T DETAIL -S--==---.,._ ALUM .'T'BRACKET USE WITH T BRACKET I POST TYPE B.C.D. OR E STEEL POST ONLY: ( }f�B ® 3 -SQ. POST W/ STEEL'I•BRACKET USE WITH USE POST TYPE (3Y POST TYPE J (2}#12 SMS EA POST TYPE B,C,D,E F.o,H,J OR K �, _ ' P G,.H, J OR K 3'SQ. POST 54DE OF POST OR X $0. POST E 1( �38� 4 1/4' M.B. THROUGH INVIK BOLTS OTi EQUAL (2}tn'0 BOLTS 18'INSERT POST STEEL."RACKET: /n' EPTH OF FOR ALL OTHER USE (2}X8'0 HI n KMX .QOTING OR I ASTM A3B (2}1/4.0 POWERS WEDGE- SEE NOTES I1ELow 80179 OR EQUAL 12• MIN. EMBD. 4 CONDITIONS 4 s BOLTS+, OR EQUAL, EACH 2Y•EMBEDMENTDEPTH % I STEEL BRACKET TO SLAB. FOR KWIK BOLTS) MINIMUM DISTANCE TO ' *.I (7 0 T T.O.C. EDGE OF SLAB = 4' OR "'r ' I j uJ TO CRACK = 10' d Nimml" :J zd ASTM A572 STEEL (I'Y4" MIN. EMBEDMENT) DEII TH fF1. •::� 4 ( tn•OM.B. a; 3116' SLAB SHALL BE IN POURED CONCRETE LONG, 1' �`� •. N. .rf - ., . ° FROM END L' •• GOOD CONDITION FOOTING SEE NOTE O m {{{ OF POST +' ,t� ::': _ /, O SQ. POST (STL) FOR 91ZE OR FU7T. P 3 1/2' MIN. SEE FDOTiNG POURED SQUARE SEE FTG. OR 4' SQ POST ($TL) SCHEDULE QUARECONCRETE SCHEDULEIN-8EAM INSERT ; IN BEAM SPAN TABLE FOOTING SPAN TABLE PL.518'THK. 1--j- _; EXISTING SLAB O 3' SQ. POSTS TO CONC. FOOTING B SQUARE POST EMBED. _....._....____._...----._.....-. INTOFOOTING� 9 11n• 1 n• WELDED STEEL BASE PLATE__ �Q NOTES: BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. B 1. DO NOT USE ALUM. T B'SO.x5/8' B, C, D, F,G,BH BRACKET WITH 3X8 BEAM ATTACHED WANSERT, MAG BEAM, 4.OR ATTACHED ONLY 7.I-SEA11S FREESTANDING ALTERNATE FTG. FOOTING & ANCHOR BOLTS BASE PLATE ANCHOR 2. POST TYPE E CUBE SIZE SQ. 1B' DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS INSTALL WISHER PLATE. BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) BOLTS EMBED. 2• XYa' X 5X! AT 1 B' 18" SQ. 12' STEL T BRACKET. (4)- 314.0 HILTI KWIK BOLT TZ STAINLESS 20" 21' SO. 12" 23' 8 24' CUBE (2)-1/2.0 31/4• 9"x9'x 5/8• STEEL PER I.C.C. ESR -1917 OR EQUAL 3. POST TYPE F (4 3/4' EMBEDMENT DEPTH) 22' 25" SQ. 18• DO NOT USE STEEL T 24' 28' SQ. 20' 26' - 30' CUBE (4}1n'0 3114' BRACKET W17' I -BEAM. 26' 32' SQ. 23' 31• - 34• CUBE (4}6/6.0 4- 28' 35' SO. 25' I1 30' 39'80. 28• 35• - 39' CUBE (4)314.0 4 3/4' �e- NAL 32" 43' SO. 30' 40'- 42' CUBE (4)-3/4.0 4 314• O�V Q5\I�Y Cq�A/2C�` 34• 4T SO. 32' �. NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL 0 m 36• 51' SQ. 34" V.C.C. EVALUATION SERVICE INC., ESR -1817 OR EQUAL. _ 38' 55' SQ. 37" o. C37948 �• 40' 60' SO. 39' 42' 64" SQ. 41" 113 44' 89' SQ. 43' 'CUBE FOOTINGW/4* SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCWTES, INC. COLUMN UVE LOAD• PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0195 DATE: tlls/2otz SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT to, 20 8 3o PeI DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (951) 741.2107 AND EMBEDMENT HORLZ. WINO • 90, 1008110 MPH 5289 ALPINE AVE., SACRAMENTO, CA 95826 (910)452-702/FAx403-1519 salestNumlum.com SHEET 10 OF 33 .61' I I 1.79' 2.57" 2.19" _- 2.08" .038' R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 6.5" ROLLFORMED SPLICE WHERE OCCURS .oes TYR I— OALUM. ALLOY A 6063-T6 4.5" GUTTER 4Ar SPLICE WHERE --� {� I I SPLIOCCURSE OCCURS VI .ow YR ALUM. 6083 6 OY MAG. GUTTER O MAG BEAM 3.00" SQ. �J1.00� 14"R Ty .046 .28" ASTM A653 GRADE 40 OE 3" SQ. STEEL BEAM {wJ' Y Cq C /V, A�r � 3.0• 3" -) O� 4m � 2' 6.5• A •� 2' 6. r 5- SPLICE ~ No. T37948 F .oar _T SPLOCE OCCURS 4' WHERE P. 3 13 .024"OCCURS _ a.o• f— .032" 070 044• 032" TYP• TYP. ALUM. ALLOY BALLOY ALUM. ALLOY 3004-H36 OR EQUAL J ALUM. ALLOY 3004-H38 OR EQUAL J ALUM. OLLOEY QUAL 30004-H36 6063-T6. 8083F 4" 1 -BEAM 7" I_BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O � MAX. -1 WN 6 r MAX. 3' B• 625' 375' —► " 042" � �W42r .042' 5 7. T -14 ca T - o.1zs 8 Bn } ASTM A857 GRADE 50 6.BSB• ALUM. ALLOY 6083 -TB ALUM. ALLOY 3004438 ,1,1/ ALUM. ALLOY 3004M38 �OR EQUAL I� �OR EQUAL � 1 .62$" I 375" ALUM. ALLOY 3004.138 'sem --i 2.875" 1-1' OR EQUAL O �ti� � ODBL. 3 x 8 BEAM O 3 x 8 BEAM O 7" I -BEAM "C" O 3 x 8 BEAM W/ STL- INSERT DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE/ INSERT DRAWN BY: E.N.PA TOM CAMPBELL 8 ASSOCIATES, INC. LVE LOAD - IO COVERSYSTEM AS MFG. BY: IAPMO ERN 0195COMMERCIAL DATE:615=12 SCALE: NONE AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20 d 30 psf OURALUM PRODUCTS, INC. i(OlS)452-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 HORIL WIND - 90, 100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO. CA 95828 FAX 4031518 salmOduralum.corni SHEET 11 OF 11 4 x 1/2' S.M.S. EACH SIDE OF 3' POST (4-TOrAL) EBNA7�• 1/4'0 BOLT W/ WASHER SIDE OF 3' SO. POST .7 ; n �3' SO. POST x V/Y S.M.S. EACH SIDE OF 3' OST (4-TOTALRNATE: 1/4'0 (4-TOTAL) W/ WASHER EA SIDE OF 3' SO. POST [3.0(r 3'SO. POST R .240' GUTTER FASCIA MAG BEAM 3' SO. POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3105-H25 1 -50"l 1.50" BE-iAM=TO=POST CONNE_C -10 7. 3" x 8" x .042' BEAM, 3" SQ. STEEL OR MAG BEAM. @90 MPH &100MPH-I (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 @ 110 MPH - USE (6W4 SDS @ EA. SIDE TOP & BOTTOM X 3" ALUM. OR TEEL POST H - BRACKET TO POST I J #S x 2/'SMS, 2 112" P2 OR 3 1/2', TYP. 1 1/2" Qz0 ,2" LATTI TUBE ALUM. ALLOY 340 1-125 .28".0181, �- —� 1112' SQ., 2- SQ., OR 2X3' LATTICE @ 3.O.C. MIN. UP TO 6'O.C. MAX. RAFTER I O- 17 2"x3" LATTICE TUBE 1 LATTICE TUBE TO RAFTER AILS "L" FASTENERS 1'-0' 4 - #14 SDS 2'-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING = 3/4' #14 x 112' S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR — EXTRUDED GUTTER #14 S.M.S. @12'O.C.— FASCIA I i61n-xR,�R- AY C,4��4v,, �1 No. C37948 AER. 03/31/13 1 FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG 0 00 rt FASTENER 6112' 0 o GROUP ]'Oo ALUM. BRACKET X 2' 1' "L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN OMS DATE:615*012 SCALE: NONE COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TO POST ATTACHMENT 10, 20 a 30 PM HORIZ WIND n DURALUM PRODUCTS. INC. 8288 ALPINE AVE., SACRAMENTO, CA BSB28 REVISED BY: RANCHO CUCAMONGA, CA (851) 741-2107 80, 100 8 110 MPH (e+e)4szao2l FAx4o3.151ew1e.®au,enx".00m SHEET 130F33 SPLICE DETAILS 11 . l BEAM TO POST DETAILS 12 1 SIMPLE SPLICE FULL MOMENT 1 I I 1 (8 TOMS II 1112 S.M.S. II TYP. THICKNESS = .035 (24 TOT T.p THICKN ISS =.035" 6.38• u I n + u + ++ ++ ii ++ ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 3" TOTAL- (8)-1/2'0 BOLTS SPLICE WHE OCCUR (2)/10 S.M.S.@ EA. VALLEY, TYP. Ci lE --===I NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6061-T6) ALTERNATE SO. POST,CONNECT WEB STL. C -BEAM TO POST W/ (2) - 5/8'0 THRU-BOLTS @ 4' I -BEAM. SO. POST J AND (3) - SIB' 0 THRU BOLTS Al @ 7' I -BEAMS IA o- �� FL4Y C,q2�G'i j o O o 0 A ?� BEAM TO POST CONN. 4 0� 2.110" z O. C37948 F Q 0 o ft P.A3131/13t ALUM. ALLOY 16"� 11" Y 8063-T6 4" I -BEAM -3'-0'- MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH OCCU ALUM. ALLOY 60633--TA6 7" I -BEAM MOMENT CSPLICE ROOF PANEL X12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ W O.C. MAX. STAGGER IN BEAM FLANGE f j ],"-4-x3'AL'UM.'I'BM.OR TOM CAMPBELL 8 ASSOCIATES, INC. 7*c4' ALUM. '1' BM. AT 7' I -BEAM: 'C" (4)-1/4'0 M.B. BEAM ADD SPLICE X 18' LONG TO BRACKET AT ALL COLUMNS - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIND BEAM SPLICE DETAILS 10, 20 630 pel (CENTER AT COLUMN). SECURE TO I -BEAM 90,00 6 110 MPH ND 6269 ALPINE AVE., SACRAMENTO. CA 95528 FAX 4031519 eabe®dwstum.aom W/ 8414 TEK SCREWS EOUALLY SPACED - 1' FROM ENOS. 2- 3!8'0 M.B. THRU STL T BRACKET TO POST. POST. SEE SCHEDULE ALTERNATE BEAM TO POST CONN. f DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD' PATIO COVER SYSTEM AS MFG. Y: U1PM0 ERM 0195 DATE: 8!52012 SCALE: NONE IREVISEDBY: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIND BEAM SPLICE DETAILS 10, 20 630 pel OURALUM PRODUCTS, INC. IJOIB)452-7021 RANCHO CUCAMONGA. CA (951) 741-2107 90,00 6 110 MPH ND 6269 ALPINE AVE., SACRAMENTO. CA 95528 FAX 4031519 eabe®dwstum.aom SHEET 12 OF 33 f DOUBLE RAFTER CONNECTION DETAILS tz-BEAMTO`POST CONNECTION LIVE LOAD" P TIO COVER SYSTEMAS MFG. BY: U1PM0 ERM 0186 JBEAM SPLICE TO I z Y OCCUR DIRECTLY OVER 1 1/2' OR 2'LATTICE #8 S.M.S. GJS\ 5/8"0 PLASTIC N L I POST. NOT PERMITTED PLUG WHERE SNC I @ 2 -POST UNITS ALTERNATE 1/2" 6 SCREWS SCREW IS INSIDE Y Cq, ,-IV PER SIDE I BOLT CONNECTIO DOUBLE RA PLAN 2 Q Q� �,G HORIZ WIND" 80.100 6110 MPHSHEET 5• #14 SMS MAY 14 OF 33 ALTERNATE: 0 4-#14 S.M.S. �m 3.5" 3.5" ALTERNATE TO = RAFTER TO C F— CONNECT. (8-T No. r— P C37948 3.5" 3.5" 1/4'0 BOLTS EX 31/13 8" BEAM �Q 5" ' _ ❑1 OR F2 4.6.0 6' SEE NOTES 1' BELOW I i 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. 3-x 3-STL.POST (24') O ALTERNATE: #14 SMS EA. SIDE INSERT ATTACHED OR (2}3 TOP, MID HEIGHT AND BOTTOM. 3"SO. POST BETWEEN SIDE PLATES 3713-STL.POSTCOLUMN t9t9 HEADER FOR FREESTANDING (2}1/2'BOLT BEAM TO POST CONNECTION 21 z'zB.YSIDEPLATE POST SCHEDULE DBL. RAFTER / DBL. HEADER CONN. 19 a 3" SQ. x.032" + (2}2" x 61/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x .032" W/ (6)-#14 S.M.S. EACH SIDE. 2❑ W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" 2x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5" OR (2)-3-x8" HEADER ALTERNATE: 3"x3"x0.024' (1) -1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 _.EXISTING 2"x6 )¢'x0.024' ALUMINUM MEMBER WI WOOD FILL OR 2'x6' NOMINAL LEDGER (NEW OR EXISTING) (2) SIMPSON SDS26600 EXISTING 1' STUCCO OR EQUAL 2.5' PENE. INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL. 3"X8"X.042 BEAM OR DBL 2"X6.5"X.032' BEAM 0 i0 .Q 0 V— 5/8' 0 ACCESS HOLES INSTALL 6 - #14 X Y," SO. POST LONG SDS Q EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD" P TIO COVER SYSTEMAS MFG. BY: U1PM0 ERM 0186 DATE: 8!5@012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING i LATTICE 10.20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMON(LA, CA (951)741.2107 CONNECTIONS HORIZ WIND" 80.100 6110 MPHSHEET 8260 ALPINE AVE., SACRAMENTO, CA 95626 (916)452-Y021 FAX 40316)8 eal"s®dur"lum.00m 14 OF 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE &SOLID COVERS 5� 2"X6.5"X0.024" SIDE PLATES POST 10 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP.B EXP. C EXP. B EXP. C 4' 2 2 2 2 2 3 5' 2 2 2 3 2 3 6' 2 3 2 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 1 4 3 5 4 6 10' 3 4 4 5 4 6 11' 4 5 4 6 5 7 12' 4 5 4 6 5 7 13' 4 1 5 5 7 6 8 14' 4 6 5 7 6 8 15' 5 6 5 8 6 9 7k SEE SHT.14 FOR POST TYPES NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS IS SHOWN ON SHEET 8 ()NAL � �PS. \ Y C��tp��tr 4 o rn x ~ o. C37M F 1113 CA1-�FOQ� 10 2"X6.5"X0.032" SIDE PLATES POST 02 90. MPH :. , ;JAG MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 4' 2 2 2 2 2 2 5' 2 2 2 2 2 2 6' 2 2 2 2 2 3 7' 2 2 2 2 2 3 8' 2 2 2 3 2 3 9' 2 3 2 3 2 4 10' 2 3 2 3 3 4 11' 2 3 2 4 3 4 12' 2 3 3 4 3 5 13' 2 3 3 4 3 1 5 14' 3 4 3 4 4 5 15-1 3 4 3 5 4 6 7k SEE SHT.14 FOR POST TYPES NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS IS SHOWN ON SHEET 8 ()NAL � �PS. \ Y C��tp��tr 4 o rn x ~ o. C37M F 1113 CA1-�FOQ� DRAWN BY: EN. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: IAPMO ERN 0185 DATE: 8152014 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MINUMUM 10, 20630 P$f DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REQUIRED COLUMNS HORR. WIND 8288 ALPINE AVE., SACRAMENTO. CA 86828 REVISED BY: RANCHO CUCAMONGA, G (931) T4/ -2t07 90, 100 8 110 MPH FAX 403-1619 saleaedweWm.mm SHEET 15 OF W 10# L.L. 907.MP_H:FREE--STAND:& -ATTACHED OPEN! ?ATIOS 1.2' ORLLESS�EXPB & 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. NAL FN �FtAY Cq a= Fp ~ No. C37948 . 3131/13 FOOTNOTE: "SAMPLE' V NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. fa ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING DRAWN ar: E.N. E DATE: "3"i8 -x.042 -BEAM-- DBL.2"x6.5"x.032" BEAM 3"x8" ' �--DBL: 3".x8 -BEAM 3 SQ. STEEL BEAM DBL. 3x8 BEAM WINS L'm� POST SPACING TABLE T PATIO ER SYSTEM AS MFG. . DURA LUM PRODUCTS, INC. OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT > �p MAX.COL. FREESTAND ATT. MAX.POST MAX,POST FREESTAND ATT. FREESTAND ATT. FREESTAND ATTACHED MAX.POST MAX.POST MAX.POST MAX.POST FREESTANDrFTG. So m_- 3 ON SLAB w SPACING SPACINGSPACING SPACING FTG MIN. SPACING FTG MIN FTG. FOR DBL. ' FOR 3' x B" FTG. MIN. FTG SPACING FTG MIN. FTG. SPACING FTG MIN. FTG. MIN. (SPAN) (SPAN) m RANCHO CUCAMONGA, GA (961) 741-2107 AND ATTACHED 10 R LL 90 MPH (IN.) POST(SPAN) (IN.) POST (IN. 2 4.5'x.032' BEAM POST POST (SPAN) POST POST ) QN.) CIN.) (IN.) (IN.)(IN.) (M.) FAX 4031519 u,elum.comSHEET �� 28 OF 33 TYPE TYPE' TYPE TYPE TYPE TYPE 4' 17'-0" 12'1.9'29 G 20'-019'-1" 33 (� 1618 14'-0;3�" 14'-2"13'6" 30 G -00 14 00 26,24'-10" 35: G 1 36' 39 G 2 23 B 4' 16 20 35'-1" 5' 13'-7" 11'-4" 28 G 14 17'-11" 32 G 17 12'-6" 12'-8" 29 G 15 23'-3" 34 G 18 32'-1 ' 37 G 21 B 51 10•-11 " 18 17'-1" 19 11'-11" 12'=1" 17 22'-2" 21 31'-4' 24 E 11'-4" 10'$0,x. 28 G 1517 16' 415'-T 31 G 1 11' 11'-711.-0" 29 G 1518 21,-20 33 G 1 22 3028'=8 37 G e�24: BSE➢ ;r-6 20 10'-11. -3" T 9'-8" 10'-1" 27 G 15 15' 2" 31 G 18 - 1o'-7" 10'-8" 28 G 16 19'-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 26'-6" 25 E 8. 8'-6" 9'-8" 27 G 16 14'-2" 30 G 18 9'-11" 10'-0" 27 G 16 18'-5" 32 G 20 26'-0" 35 G 22 B 8 9,�" 18 13'-6" 21 9'-5' 9'-s" 18 17' 6" 23 24'-10 25 E 9, 7,_7" 9'-3" 27 G 16 13' 4" 30 (� 19 9'-4" 9'-5" 27 G 17 17'-4" 32 G 20 24'-6" 35 G 23 E 9, 9'-0' 19 f12'=9� �2f 8'-11" 9'-0" 19 16' 6" 23 23'-5" 28E� 10' 6'-9" _ 9 "8'-8" 27 G 1719 12'-812, 29 (� 1921 8'-10" 8'-11" 27 (� 1719 16'-55.-8^ 31 (� 2124 23' 2^2 34 G 2326 E 10, 1" 8'-5" 8'-6' -2" F 11' 6'-2" 8'-8" 28 G 17 12'-1" 29 G 19 8'-5" 8'-6" 28 G 17 15'-8" 31 G 21 22'-2" 34 (� 24 E 11' 8'-0" 19 11' 6" 22 8'-1" 8'-2" 19 14'-11" 24 21'-2" 27 F 12' 5'-8" 8'-5"8 29 G 1 11 711.-0" 29 G 1 22 8'-1" 8'-2" 29 G 1 20 5'-14,x" 31 G 2124 21'-20,_3^ 33 G 2 27 E 12' -0" 20 7 9^ 7.-9• F 13- 13' S'-2" 8'-1" 29 fi 18 11'-1" 29 H 20 7'-9" � 7'-10" 29 fi 18 14'-5" 30 H 22 20'-5" 33 fi 24 E 13- 20 10'-7" 22 7'-2" 7'-6" 20 13'-9" 25 19'-5" 28 F 14' 4'-10" 7'-9" 30 Fi 18 10'-8" 30 H 20 7'-4" 7'-7" 30 H 18 13'-11 30 H 22 9'-8 33 H 25 E 14' 7, 5. 20 10'-2" 23 6'-6" 7'-3" 20 13'-3" 25 18'-9" 28 F 15' 4'-6" 7'-6" 31 H 18 10'-4" 31 20 6'-10" 7'-4" 31 �"� 18 13'-5" 31 22 19'-0" 32 fi 25 E 7'-2" 21 9'-10^ 23 6'-3" 7'-0" 20 12'-10" 25 18'-1" 28 * 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. NAL FN �FtAY Cq a= Fp ~ No. C37948 . 3131/13 FOOTNOTE: "SAMPLE' V NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. fa ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING DRAWN ar: E.N. E DATE: TOM CAMPBELL 6 ASSOCIATES, INC. L'm� POST SPACING TABLE LIVE LOAD ^ PATIO ER SYSTEM AS MFG. . DURA LUM PRODUCTS, INC. IAPMO ERN 0198 BlBY' SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING t0, 20 6 30 pel HORIZ. NAND" 8288 ALPINE AVE., 9ACRAMENfO, CA 95828 REVISED BY: RANCHO CUCAMONGA, GA (961) 741-2107 AND ATTACHED 10 R LL 90 MPH 90 10D d 110 MPH1(916)452-7021 FAX 4031519 u,elum.comSHEET �� 28 OF 33 1 10# L.L. 100 MPH FREESTAND"& ATTACHED OPEN LATTICE PATIOS 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 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -ja FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. /r S\ANALol F 0 = r � ~ No. C37948 r EXP. 03/31 /13 DRAWN SY: E.N. DATE: BI52012 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM LIVE LOAD " COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT > COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTAND ATT. 1PATIO URALUM PRODUCTS, INC. FREESTAND ATT. 'ATT. REVISED BY: Ia- =)a MAX.COL. MAX.POST 8269 ALPINE AVE., SACRAMENTO, CA 95826 (918) 452-7021 FAX 4031519 $8$$s&umkun.cwn MAX.POST MAX.POST MAX.POST FREESTAND ATT.FREESTAND FREESTAND ATTACHED MAX.POST MAX,POST o m 3 SPACING SLAB* SPACING 3PACING FrG SPACING SPACING SPACING FTG. PI� FTG. FOR DBL FOR 3' x B' FTG• �C' FTG- MIN. FTG SPACING FTG MIN. FTG. MIN. m FTG- ppST ON (SPAN) (IN.) (SPAN) CIN.) PIN (IN.) OST (SPAN) POST POST (IN.) 2'X6.5'x.032' BEAM (IN.) (IN.) (IN.) PTYPE (IN.) (SPAN) (IN.) TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-0" 30 G 1516 19'-718,-s" 34 \.7 1719 13'-`;°11'-0" 13'-10"3,-1" 31 G 1617 25� 24, 37 (j 1 21 36, 40 (j B 4' 61." 0" 34' p" 5' 13'-7" 30 G 15 17'-6" 33 G 18 11'-11' 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 G B , 5 10'-9" 17 16'-6" 20 9'-10" 11' 8• 18 21' 6" 22 30'-5" E 6' 11'-4" 10'-0" 29 G 16 16'-0" 33 G 19 10'-10 11'x" 30 G 17 20'-9" 35 G 20 29'-4" 38 G 23 B , 6 10'-1• 18 15'-1" 21 9'-0" 10'-8• 19 19'-7" 23 2T -s" 26 E 7' 9'-8" 9'-11" 29 G 17 14'-10" 32 G 19 10'-1" 10'-6• 29 G 17 19'-3" 34 G 21 27'-2" 38 G 23 B 7, 9'-7" 19 14'-0" 21 8'�" 9 -11" 19 18' 2" 23 25'-8" 26 E 8' 8'-6" 9'-6" 28 G 17 13'-1 31 G 20 9'-5" 9'-9" 29 G 17 16'-0" 34 G 21 25'-5" 37 G 24 B 3. 9'-2" 19 13'-1° 22 7'-9" 9'-3' 19 17' 0" 24 24'-0° 27 E 9' 7'-7" 9'-2" " 28 G 17 13'-1" 31 G 20 8' 10" 9'-3" 28 G 18 17'-0" 33 G 22 24'-0" 36 G 24 E 9' 8'-10" 20 12'-4" 22 7'-a" 8'-9' 20 16' 0" 24 22'-8" 27 F 10' 6'-9" 8'-10" 29 (7 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 2'-9" 36 G 25 E 10' 8' 6" 20 11' 8" 23 7'-0" 8'-3" 20 15' 2" 25 21'-6" 28 F 11' 6'-2" 8'-7" 30 H 18 11'-10" 30 H 21 8'-0" 8'-0" 30 H 18 15 4" 32 H 23 21'-8" 35 H 25 E 8,_1" 20 11'-2" 23 6'-8" 7'-11" 21 14'-s" 25 20' 6" 28 12' 5'-8" 8'-3" 30 H 19 11'-4" 30 H 21 7'-8' 8'-0" 30 H 19 14' 8" 32 H 23 20'-9" 35 H 26 E 12' 7,_9" 21 10'-8" 23 6'-4" 7'-7" 21 3'-1 o" 26 19'-7' 29 F 13' 5'-2" 7'-11; 31 .� 1921 10'-10 0 31 H 2124 7'-5" 7'-8" 31 H 1921 14' 3, 32 H 2326 19''18'10" 35 H 229 E 13' 6" -3" 6 1" 7'-3' 4" F 4'-10" 7'-7" 32 H 19 10' 6" 32 H 21 7'-0" 7'-5" 32 H 19 13'-7" 32 H 23 19'-3" 34 H 26 E F4- 7,_2. 21 9'-11" 24 5'-11" 7'-0" 21 12'-10" 26 18'-2" 29 4'-6" 7' 4' 32 H 19 10'-1" 32 H 22 6'-6" 7'-2' 32 H 19 13'-2" 32 H 24 18'-7" 34 H 27 E 6'-11" 22 9'-6• 24 5'-8" 22 12' S" 27 17'-6" 36 + 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 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B -ja FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. /r S\ANALol F 0 = r � ~ No. C37948 r EXP. 03/31 /13 DRAWN SY: E.N. DATE: BI52012 TOM CAMPBELL 6 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD " COVER SYSTEM AS MFG. BY: IAPMO £Rk0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 8 30 Psf 1PATIO URALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (851) 741-2107 AND ATTACHED 10 0 L.L 100 MPH HORIZ WIND" gp 100 6 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 (918) 452-7021 FAX 4031519 $8$$s&umkun.cwn SHEET 27 OF 33