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HomeMy WebLinkAboutDIANTHUS LANE 34101_13-00000625 CITY OF ,ham LADE LSll-LORE BUILDING & SAFETY ,U-9 ` DREAM EXTREME,- 130 South Main Street PERMIT PERN'sI :' VO: 13-00000625 DATE : 3/18/13 JOB ADDRESS . . . . . : 34101 DIANTHUS LANE LT92 DESCRIPTION OF WORK PATIO I OWNER CONTRACTOR BERRY SAMUEL & CAROLYN TRUST GREENBEE 34101 DIANTHUS LANE 28910 RANCHO CALIF STE 206 LAKE ELSINORE CA 92532 TEMECULA CA 92590 951-795-4260 LTC EXP 0/00/00 I A.P.4 . . . . . 358-341-002 0 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 CONST*,=TION FIRE SPRNKLR V:`'. ..,,":`I ON . . . 2, 016 ZONE . . . . . . R-1 PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 K 12 . 5000 VALUATION 12 . 50 E : :CT:' CAL PERMIT QT'_' UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1. 00 X 1 . 0000 LIGHTING FIXTURES/1ST 20 1. 00 I FE: S"::MAP.Y CHARGES PAID DUE PE;.:-7"' FEES BUILD'::::G PERMIT 75 . 50 . 00 75 . 50 ELECT! 1CAL PERMIT 31 . 00 . 00 31 . 00 C :: EFS PRO:• ) ;V. FEE 2 TRADES 10 . 00 . 00 10 . 00 PL�\:,-N I-N'G REVIEW FEE 15 . 10 . 00 15 . 10 P--. ZTENTION FEE 3 . 80 . 00 3 . 80 SEIS1,14IC. GROUP R . 50 . 00 . 50 G 7 7"ILDING FEE 1 1 . 00 00 1 . 00 PLA1 Li_ECK FEES 56 . 63 . 00 56 . 63 TOTAL 193 . 53 . 00 193 . 53 SPECIAL NOTES & CONDITIONS OF ALUMAWOOD PATIO COVER W/1 FAN COVER AS BUILT. Oper: CQNTH�z Type: IF D-cwr: 1 - - B3w: 3/16/13 18 R--mipt no: YEB 2013 fib H3- BJRDIW PERM 1 $19153 Tram mnber: 16m1 35EP.55 Tram d8te: 3/18/13 Tiles: 16:53:2Q City of Lake Elsinore Please read and initial Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in conspicuous place 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.l,as owner of the properry,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfutsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof. at all times: 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issuat, Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. EL01 Temporary Electric Service PLO Sod Pipe Underground EL02 Electric Conduit Underground BP01 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PL01 Underground Water Pipe SS01 Rough Septic System SW01 On Sitc Sewer BPO5 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO$ JRcof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit E1-04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 lFraming&Flashing IfnlS BP 12 linsulation BP13 Drywall Nailing BP1 1 Lathing&Siding PL99 Final Plumbing Via, EL99 Final Electrical 371 J ME99 IFinal Mechanical BP99 IFinal Building 1 I V"' Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein,/Forms building being released by-the City P001 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa CITY OF LAKE `� --, , LSI N0PZ E DREAM EXTREME ,- 130 South Main Street APPLICA7IQN N APPLICATION FOR APPLBUILDING PERMIT DATE All N LC ED DATE AP 9 BY VALUATION CALCULATIONS r jj 1st FLOOR SF BUILDING �n VS Lv'' TRACT SLOCKJPAGE L ! A L Znd FLOOR SF ` 2 _ 3rd FLOOR SF O M W N GARAGE SF N ADDRES 101 /t,o/TtVnO5 t--✓t E A STORAGE SF R I hereby affirm that am licensedunder provisions of chapter commenan DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and // C my license is in full force and effect. OTHER: ^ 'T% -SF O LICENSE tt CITY BUSINESS N AND CLASS Cl lei TAX# T VALUATION:_ �j/�� RA MAILING C ADDRESS Z�U�71 t. 1i' ry)"C' FEES T CITY STATE/ZIP PHONE o BUILDING PERMIT b R CONTRAC=T ! NA U DAIL 1J—t^Q PLAN CHECK NAW LI A • I <,M cam.,,-.P 1 6-- 14 F PLAN REVIEW R MAILING C ADDRESS SEISMIC H ITY STATEIZIP t— -'q �r t 6- `(!'Z PLAN RETENTION ❑ NEW OCC GRP 1 CONST ❑ADDITION DIVISION TYPE ❑ ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES BEDROOMS [ISINGLE FAMILY ZONE 0 APARTMENTS ❑ 1 certify that I have read this application and state that the ❑ CONDOMINIUMS HAZARD YES above information is correct. I agree to comply with all city E7 TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby auth ize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above entioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: lion purposes ❑ DEMOLISH PRESENT USE OF BLDG_ J a I JOB DESCRIPTION ` c� P� Signature of Applicant or Agent Date � l0 Agent for E40ntractor El owner Agents Name___�_Qk pp OA Agents Address-LOLI t,./�n (t� �� r• ,.4 wL—J' Street City State Zip Al Berry Plot plan 34101 Dianthus Lane Not to Scale Lake Elsinore, Ca. 951-244-2139 288 sq. ft. solid top Alumawood Patio Cover with (1) fan rz 299 44 F2T SOLID 288 sq. ft. ° 12' U LDING DMSION PERMIT - -� P P R CwEfD atY Of RI-) ke Elsinore Pl nnin j Da Isaan ApproVai yXe way Approved By: i , 7' Date: UJ 2 Sidewalk Dianthus lane -111111 11!11 11 111 11 Ir 'I,III Ill I,!JI firill ill ii I..!!. I I IgI 11 IIjI 11 vI-11 11 s 11-11 IIIJItIl 11:11 ill 11. 1. oll IIIIII: 1 1111111 1111111 111111 11111 H. 1!1- 1: floll 1 1111 Ill 11.1111 4 J illy 141 P 1.11 1. x1li'llipill-ill:-!l 11111 Ill 11111 1 !1 11 ill 111111111 11111111 1, T 11 P. T 1.11- �lI11IgIl11'll v. ir 1,0 1! 11111111 1.1 11 III i111p Ift �,Iijjl i -AL 111111MIlil1l'll.'I ATI 'IMF, 1!13 . .. i; .., illill, �6. ii.1, ..1 011'IC,'§VERI'SY;"ST�1:0�:1,4.,4 G !Y- 001K I UM PROPOCTIS,ING. ii., I Il.II�:lll.1jjjllliIIIlj IL;i f 11I011.11111111111 I .1 MI SWEET INDEX: RESION REQUIREIIIIIII E"T T1 N I'lTIDE !Ix i� 81111�111 Ill 74 1!lillvl6o, 6,1!1 il!li lill Cil"WiMin APPLIcArom t C AN6 IRC APPENDIX Cal 7;1..........Tl SHEET!DESIGN LOADS ROOF LIVE AND SNOW LOADS:10,20 AND 30 POUNDS PER SQUARE FOOT. ,...........GENERAL ......** GENERAL NOTES 2............SMIO PANEL STFtLJMFMS C01111111111111119111CMIL APPLICATIONS-CBC AND IBC CHAPTER Ia. 3..........OPEN LA-MqE.1STRLCTURE8 ROOF LrVE MD SNOW LOADS:20 AND 30 POUNDS PER SQUARE FOOT AT ROOF, • EL Sp ...... III . MAI a W. 11 11111111, 11 ill. ii- Ull 1.11!�ll Ili I I I IIIIII ;AINEL SPU "5� III ii�iiikl� _11 Ili jilillilil.,1111111.11 1 I'l I. f I!ATED SPANS FOR aNOWi AM BASED WIPIATITHERbi T0200R. pd. PAN �"6t�DOSION INIQUI10, MIN)WILIM NSTIENERS/FAN 13EAM 'I. TA13 AL 7 2- BASIC WIND SPEEDS:90,100,110 MPH,EXPOSURES 9 AND C. .,V 1.f!l COCUIPANCYCLAS Rk. 1. 19�ANIQIMPIORTAN HI I[A ft oo�� T OF COVE 9 6HAN AND BRA6MT AlM. S SWAM'1. ER LINEAR F E. -BE C DEar P......._COLUmN i POST SURFACE MOUNT AND.FOOTING EMBEDMENT DETAILS ON PARAmeTms. Ill-lill%'Ill...........BEAM TYPES I ii 6 1 ill ORTANCE FACTOR.141,111 EAMSPiJ%eIT�. LS. A*p TO ATTACHMENT ASESIGIN&.TE660'ibll� 1111111i'lillij rVuLc 0IIIIIIILI 14...........LATTICE CON CTIONS MAPPED SPECTRAL RESPONSE COEFFICIENTS:Ssm 1,50,S,a Ga.S m 1.0,Si 0:60 IIIli�1111,1.il!5,......,...MINIMUM RE61&14D COLUMNS lIII PONSE MODIFICATION FIMR.R:11215 111,110, 0 Ro P 317....-SOLK)PosrSPACIRG TABLEArrACHED AND FREESTANDING ION LL 00,,MPH Ii 7 . l LAPI RCE ROCEDURE, 0&19...=10 POST SPACING TABLE ATTACHED AJ40 FIREESTANDING 10#ILL 100 MPH DESIGN LIM T '111111100 _ANO�NO10#LLlilpMPH A,MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE(AVERAGE):20' &21..i,SOLIO POSTIA=IING TABLE ATTACHED AND F�EESI 1 IIII' ullil a 23.... 006 POST ING TAME ATTACHED AhIJ FREESTANDING 20#ILL 16014 TH IN mucul 3cr I I'l C.VWtMTUhU&"'R'8V1Z'E AT"rFAMCNID TO MAIN STRUCTURE FREESTAND'IN'(3:10'XIM 24&25....SOLID POST SPACING TAUS ATTACHED AND FREESTANDING 30N ILL 110 MPH 28......,,....LATTICE POST SPACING TABU ATTACHED AND FREESTANDI NO 100 LL 90 MPH 27...........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 100 ILL,100 MPH ico)WAL 28...........�A 0 AND FREESTANDING ION LL 110 MPH 39 7TICIE POST SPACING T TT I 29 .Lill cgpogrspAcwoT=��=DANr)MEE&ANDIt4G2WLLIICPAPH LATTICE POST SPACING TABLE ATTACHED ANO FREESTANDING 300 LL 110 MPH. POST SPACING Tt, %CCREPIAND IFREE#�glil 20#LL 00-110 MPKI 11ljl 1111; Ali 4,1; IL I11 POST SPACING T HSD AND FREEST IN 2WL.I_�I1iJfflrrj W II dullhl -33..........JNSULATED ROOF PANEL CONNECTIONS 0 iloil'i P!, 1311 f3 51Illlll IIIpill 'E' IIIUTHCtlTiv"v VINO JIVI"F011111 I='I Ill.1 A NOTE TO TH ILMAII Olih EACH PROJECTEp%gD TO THE LOCAL Al� H ITY HAVING JURISDICTION MAY a .T61ro IddATED Ill .11iiIIIIIIIiIIII-IfIll INCLUD IN 7rURAL COIMPONr Ia r. ENT IS PECaT,AT A MINIMUM,SUBMI 16NFORA . ...... ."CALCULATIONS PREPA ED BY A REGIST RED DESIGN WITHIN 18TID.IEVALLAWREP CN:UII Py PR(?,FESSION -S!glpMrrTED TO TH UILDING OUILONG PORMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS 01AILLIAT ON REPORT- AL SHALL BE 11 OFFICIAL106ONS- EIDIESIG A.TlTLNHEETIANq4Nr:RALNOTES. li,iiiii, H'i ill . .. Ili I'llirl]JI!; ; - I' AT TH �14NOW LOADS B.STALICTU RAL CdINFIGURKTION[Lo..SOLID OR LATTICE ROOF,FIIIEES�MIDINd OR DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS ATTACHED). Tp.1. C�BASED ON GN;LOA 1PECIll . ER� lfj�,NEL.; !I!Il1I;ll-f`I'IIIII SP"ECIFT96116N TH" It PLAN:§,J�11A'Alb THAT CALI 601ATINtl tHAL11111111111111111.1 SPAN TA BON I il ADDRE� 0,TYPEOF HMK POSTTYPE&QUANTITY,FOOl SIZE(WHERE REQUIRED) I PITWSNOW Lq�pl.lfi,�OVIISICNS OF 1B..q SECTION �,,I,I,ll; Ii ;1.1111111 idlil. USED ORMHESIT"PECIFIC DESION LOI 1608, INCLUDING, BUT NOT11MITEDTO, IRAIN�:19'1`1 N-SNOW E�APPROPfUAT[��"UCTURALI'DErAiLa. TioNTHATmAYBE Oil DBYrHELocALA CRIIY F.OTHER DoWmewA p0libike 69 SURCHAI RGE LOAD, UNBALANCED SNOW AND SNOW DRIFT. HAVING JURISDICTION. 1 11 11; �I II Ill!III V . ... .. EN I�IIIII 'III il'Ill ill lililillilillIllwillOMHNOY To "OLL A ASSOCIATES,tNi 1111 lipli IIIII APPICI Ell DIGS_ �Illl:lll�liljl 4 SC.Q2 NONE TRUCTURAL UnLOAD gg PAPOIl=C�Nl CA(Nil 741.2it HOME WIND SHEET T-1 C0MUKRrLk.Ah&DEWrLAL S Ilip I.Iq 11 9 1 Ill, o 11111111 I.-l:i I I lill Ill;iI iiiii 1111 ILI I!I M6 SS M afid= s- na ra-of c urren staff sli cerTSE7s=p a ;�.. aced an the back of. S he is AFV 70 R#111 ),M- .- OT-A and 1 7 3S MARM E NOHAL AU 'FC c1V Moe p III A! T- VIN HOMAS I -0 CAMPBELL . -n No. 1415-2M2 cl : ff-_ cent state-license i s� ticlude: Aw Califdrnta a I a'hi Oki;` V Al.C Dl tah j1.1 t !jjIIj III ;10 1... kil I'll II IIII ii lid II (III ilkall.11111 ill.il II ollill, ill PATIO COVER SYSTEM MFG. BY: PU"LUM PRO,PUqTiS, INC. .1, AIU IIIII - ill I Ill 1 .1,1411 11;.AS 111I-I GENERALS111410TES!:1"!Ill. GOV01INING Cam II it !ill: IIIII 1, THE DESIGN qplM IIII .R.P ESWITH THE r .;�7.10NAL�UILID!NGC 'RNATIONAL DE,2010,CAI EJBEI 1 P.11I20PO INTIE CX? I I '11:iffES,ASC I-I MJILOINGSAN OTF I I UOINUM MMUAII ?l llll�l fULDING&a CTURE 'IAA' Ill'!l 1191111 Ilill DRAWING III Z. ALL ITEMS PFRTA)NING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE,ETC.)SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN I AND IENCLOSMILITY. 4, THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE NOTED,AND DO NOT INDICATE THE MEMO OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSWI FOR ALL CONSTRUCT10N MEANS METHODS,TECHNIQUES,BE CE6 AND Pill D"tVA LN III Z �IITHBIBUILDIN,CIANDIJ U "TROZ6 7M DER.A AP 6ATI 3 OM THE, SPECIII= 11� 5. TIKE APPROVE DRAWING31AND.1i TIqNS.SHAU_BE KM%, THE JOB SITE 8 FIRE I III 3ARTVIEttj�. SHIALL BE No in 1 q6 0 WITH,A TYPE OF Sol i�illmm MA 11", RS8HAULNOTBE% miq 1.ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTIMED SOIL OR CERTIFIED FILL S. Ahl��Ai C� MAY IDEO THE SLAB F INi LOqki i All FRCSTIOEII K0 OF lo 11ll, I III IIIIlI� A IV jill OF 75lIi' II 9i 20 Pi SO. ARE FOOT L AN Millill COMMER it ED AS CARPORTS LY WHEN L0CXTW IN wr A FROST DEPTH OF ZERO. IJMU i SECURED 1� 11� mumo aqq OLPEN A,I I I qi= a ; 10.DESIGN LOADS COMBI NATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 161 111,111105.3.1 - 1, 1 1!1 Ill ill lihill. ESION40INGIII a- Ili I. 11I1�1. IhNN�� Ih ill 11.MINIMUM R 00 VCi ILeO r-r-OR"DRWFPI�IELS.114INCHPERFoo-r. 12-MtN MUM PROJECTION. 13 MINIMUM SIZE OF EJ98TING ROOF OVERHANG AT ATTACHED COVER:50 1;FEET ki TIRIDGED Bull Ill"AS DEFINED 11 �1�111 kCTIONi.&II3; II. �WHILILS.RJDGESANDIE CARPMENTBASOEIR I ASCEIS I IIIIW Ta T11 E INSTALLED IN A is COVERS Sibivftw Ill EJ 7,SECTION 31"11 lilTHE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES'AND'PARTIALLY ENCLOSED,'RESPECTIVELY,IN ACCORDANCE WITH ABC MEI 7, SECTION ILI 17.THE RATIO(Ill COVER MEAN ROOF HEIGHT I Fr.)DIVIDED BY THE COVER PRCIJECnON OR WIDTH(P,FT),SHALL NOT EXCEED ONE(1), Is,THE RAM ill COVER LENGTH(l Fr.)DIVIDED BY THE COVER PROJECTION OR WIDTH I FT),SHALL NOT BE LESS THAN ONE(1). WATOLkLAM11FICAR211I I SUPPT;OIKYlPF A THFIXE;POST C 1 IIII II II L J�OPIII SHALL BE SPLICE '4.1NDI I l",:1 1 .:1, 1111.. 1,ill !:, hti ITH N. E CENTER jj� TEFNATEALUMINUM SII IESUaSTITI 917 ll�SESHOWN.PROVI.l Dpflii REGI Fli TH TIO I I I ARE- M ,E ALUMINUM ASSO: NANOHAVEECIUALC GREATERYEILDAND 21.CONCRETE SHALL Kill A MINIMUM 25 DAY COMPRESSNE STRENGTH OF 2.500 POUNDS PER SQUARE INCH. IIII2?,,Pjjj%TT1CAL 801L 8W.J�L I P. dlu L I I 2M POUNDIIII EDDE 0 STEEL MEMBERS �EWUREJS5OOPQUl 111SQUAAeFOOT. A OUAAK FOO �I�IoanmqlilpjIl 11*1111ililil.11. T li"i ALPAINTED OR ELEamoPLATEo AND CONFORM TOASTM A-446 GRADE C.STAINLESS STEEL MEMBERS 1.4. lljmli� IM IZED,RUSTI-0-LEUMOO id 2311 SWILL CONFORM TO ASTM ASM,GRADE 40. F,17ERNERS: ALUMINI ITS SHALL BE Z*4l TV �;ql SHALL BE AST4!"?.IALL BOLTS SHALL W9001�911i TIAMRE UIRED ij�li THE Nxn��bo g ALLED IN A W .gEarliWoN. III I ril 25.��1401'�JZT41`,ISTALIIJ Il ITS 4CCO+cHRS. 0 IN THESE U DOCUMENTS BE"WEDGE-BOL +STAINLESS STEEL ICC­ES ESR-2525 FOR CONCRETE AND FOR MASONRY I. 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL scREws(sms)IN CONFORMANCE WITH Ill ESR 1976 OR APPROVED EQUAL r Ill, I ;Rj=ol�TEOMAI SPACING A CONCRETE SLAB 141%7 TO TH.;R.gffV 0 COVERS yo It 2 ATTICEAULIMI eMOL.li, OCR kii �ON ItII 1 11111111:1,111,11 0 THI I USEI% ARECLASSAA lv� I SECTION I ION 2.IC i��IP04PSPN SOSM12 AND 60!125800,2CRIEWS SHALL Ill INACCORDANCE EVALUATION REPORT ESA-2235. S\F AY ON FACTOR W� PLJCABIX, TABLE REDUCTI llllj� 11 'qi f I lj�l 1�,Ijl NOITION11 TO Muli FOR ROOF PANELS IND SPI li", URE lilhIill iii.111 . Ili� ill'11,1 1111111 11111.il:Ill Iil ll.'! IIIIIyII f4i 00 MPH NO 111111111 0 WC EXP.B I I C EXP.B 60.C 10, 1,00 0.90 1. 0.90 0.75 0:: 20 1.00 1.00 1.66 1.00 1.00 1 1.00 1,00 1.0 11 1.00 1.00 .1111'.11111181111r.. .- ; 1: NOTES: lil MPONENTS ARE ATER HANGEABLE UN AS OTHERWISE NOTED ' D a Lw i. IpAwoolvMS"TEMASMFG.13Y. ." y=1 0.20430pd DURALUM PRODUCTI A11.1 Comm IENTAL mucTum fi9f Nm' E7;�qj;CAMPo�=G&CA J%Ii IT �1 I II1I*II!ilIIIT*I1I1 :: . .; l�l 11111111 :1111 lIl NDIULWTI W1111AUMINEAVE..all lm� I III AIIIIIIII I Vil I golocill to WN (114)4fil FAX403-1 SHEET 1 OF;."'I''I i I III kil: 11111,IIII'l. 111.11 hi i1i:: I II,Pill _ _= -= -_ =  _ �► . -ter., meµ, v _ �h, "�, °� ��� �. - . z * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 8 t7Z'SIDE PLATES. SOLID PANEL TYPES ATTACHMENT CHANNEL ATTACHMENTCHANNCL U'ya ALUMINUM SEE DETAIL 'U`�O mp��sJ'R ALUMINUM SEE DETAILS '�'Ds�TM��OFS ROOF PANEL rheSEE SCHEDULE R SPANS �"wfI-SC ROOF PANEL��1}{�Z3 SEE 8p Vi�S MIN.025'SLOPE PER FT. 11{pRa���� FS 'O.H.'NOT TO EXCEED 25% 'O,H.'NOT TO EXCEED 25% OF SPAN CF SPAN SEE DETAIL.FOR SPL'CE BEE DETAIL FORSPLUCE OPTIONAL OA.NTI LEVER 8 OPTIO CANTILEVER BEAM SFfis C Q SEE SCHEDULE FOR sEEs A__ 1 ! SEE.SCHEDULE FOR F� SO.POSTS,SIZE VARIES Cps POST SPACING 'k 80,POSTS,SIZE VARIES S PC&I SPACING O_y. O.y k OF�, Jv 25 k OF tv 3 112'SLAB ALTERNATE: 3 Itr SLAB ALTERNATE: A7TACHMEN7 TINGLE POST ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULZ MAY MI USED SEE SCHEDULE WHERE PERAtifTTPQ. WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE NOTE.40 SPLICE AT THIS MAX.HT.•12' NOTE;NO SPLICE ATTHI9 `I I MAX.HT.-12' POST AND AT END BA WH ERE HERE REOUi2£0 POST AND A END BAYS, V AL E QUIREO SEE SCHEDULE .� FOOTING WH SEE SHEDUL.E FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT LS ��� Cf�� V/` FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- CNANGEASLE WITH ANY ,� C� CHANGEABLE WITH ANY OTHER CAMPONTENT UNLL'SS 0 OWN. m COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A"ATTACHED SINGLE SPAN W/CANTIL ION m PE"B"ATTACHED MULTISPAN W/CANTILEVER OPTION lkGm No.C3794 LE �j. ALUMINUM O OF S�U .0 , �7IEE OOF ALUMINUM N MIN.tl.25'SLOPE PER FT. O.H NG�OF g U ROOF PANEL �RE VgalE SEE SCHEDULE SCHEDULE 3 FOR 5PAN5 FOR SPANS O. 0. 'O H.'NOT TO EXCEED 25% 'O.H.'NOT TO EXCEED 25% CF SPAN OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE OPTIONAL -EVER BEAM OPTI CANT R B 60.POSTS,SIZE VARIES gFE 8 C1JYC BEE SSHEVULF POST SPACING So.POSTS.SIZE VARIER s S hgO g SEE SCHEDULE T FOR ALTERNATE: F,, k ALTERNATE Rs5i HERE 3 If2'SLAB SINGLE POST p `� FF 3 1?'SLAB SINGLE POST MAY BE USED SEE SCHEDULE 'I MAY BE USED SEE SCHEDULE TO CONSTRAIN NOTE 08PUCEATTHlS TO CONSTRAIN NOTE DATENDB6YS.6 FOOTING,SEE POST 0 AT END BAYS. FOOTING,SEE POST D AT END 6QYS. SCHEDULE SCHEDULE FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE5IZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- it).9-STEEL ROD NOTE:EACH COMPONENT 0 INTER- If2 x9'STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OT}icR COMFONTEN'T UNaSS OTHERWISE SHOWN. CCMPONT2NT UNLESS OTHERWIS2 SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION CRA'NN 2�,Ex. TOM CAMPBELL d ASEOMTES,INC. BOO'U P/JlF1 LNS YS aArc taataou 0.20{10 prI DURALUM PRODUCTS,(NC. LAPMD OU 019E LIAM iSCAL :NDte Domit RCLIL AND RESIDGMI.AL SI MCTIIRAL E7iQnlm+WO "LZTU ITS HDRQ.IM7JD• 62>!0 ALPINB AVE„6MliAAiFlITD,Cam" REVInD 9Y: RANCHO CUC AACM&CA rNI I741-21Q7 90.TooL 110 MPH (Gla)452-7Q21 FAX4011519 ala<mdwslan.rnm SHEET 20F 33 P-4rr L a OA AILA SEE SHT.1b FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2-X 6 11r'SIDE PLATES. ANDS R8= OPEN LATTICE TYPES u tk Paa. IYIlIE Tr+s avEFl LArncE-TwE araucsvPr LtAS%PWINZDI. 4, a IE SCNFL'JIL AL14,4 UAY•NST Ot COVERED Eeci�.01x.E 2r 0 SPAN Q• "' IVWTM SILO TAME FOAORE .tyt MO SAACW - f UAX CA I ; � O LE NCTN OF 5'n.,cn;nE vA,wEn a Sp ?f �c Pg4T HIDE PIATCS O rEE tILNOTH OF ILTRUCTI7XW YAFUE6 a itr SLAB ATTACHMENT POrT VMWS=PLATES NOTE:EACH COMPONENT IS INTER- MAY aE uam WHfnE SEE DSTAIt CHANGEABLE VgM ANY OTHER * P'eRmrrT1D. COMPONTWr UNLESS OnIERW1SE SHOWN, Er E"ecpmo .f 0TE EACH COMPONENT IS INTER- ]10'SLAG ATTACHLAENT FOOTINQ Haan[Reoup n. 4EABlE W(TH ANY OTHER RF LAY It U6W W11EAE aU Dcnen.FOR F a�QNA NT UNLESS OTHERWISE SHOWN. Ef �Soulm&E OPEN LATTICE-TYPE COVER t OPEN LATTICE TYM \ Y C/ �B� fOONq WFiDiE RE OUIfi�, Ors aCNED.fOR FOCTM Cunt gap TYPE "E"ATTACHED SINGLE SPAN LATTICE STRUC TYPE"F"ATTACHED MULTISPAN TTfCE STRUCTURE FNOTE'nd3 OPEN LAMCE•TYPE 91HUUTVRE MAXFRW. 4 8 � MAY NOT SE WVCAED. FUFTE 9 ES-ANTE a� SIR S HW eca snleD+iLt AND SFAWn f `wr r, �Dw FiF 1 1 n�} SgjfTAAL[ PS UA%.O11 O.H v•Y j� SPAC NO �M 21%OF AN O. dh. I"OK 2O%Off SPAN N = a ou. LENGTH OF STRUCTURE.VAFaEa A o '1kt CROabdE., LfNOTN OP O7n11CTURE VARtEO a eE POST OCT PCdi EC(1ON, 1T ELAB Sea POW OET NOTE:EACH CoMPCYEMT IS INTER- TO +rTLw-owr+ CHANGEABLE WITH A`!Y OTHER F'OOn NO.Ul a 1rr aLAa COMPONTF.hT UNLESS OTHERWISE SHOWN. SCNmIAB MAYBEiaT�N NOTE:EACH COMPONENT IB INTEA- No•SEE FOOT CHANGEABLE WITH ANY OTHER �lr� Foc"IScHw G' OPEN LATTICE•TYPE COVER FoarNa YAnE tf FtEpnm a CCMPONTENT UNLE53 OTHERWISE SHCMN roo wa ri iERE sEouDs£n SCALE:NTa SIT SCHM FON FOCTNa CUM SUE ' SF.E 1,CH 1 FOR F OOL EEO CLAE SIM TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE ORAl04 BY:E.N. LFVE LOAD. TTO SY9 CATS:1041=2 TAM GAMESMEN L L EtRu RAL LNG. OPEN LATTICE 10.20 6 SD W DURALUM PRODUCTS,INC. IAPAIO£W St DS SCALE:NGNE COMASE3tCNL Al3D Sul i1RUCTU RN.EN6INFEAiFi6 97RUCTURSO HOAJ7-WAfb• SMa ALPINO AVE,9ACRAMEMD,CA DS62S RZVSCO DY: I RANCHO CUCAMONGA CA(01)141.2107 WADO a 11D MPH SHEET 3 OF 33 1(916)152•TC21 FA%�S151Y mlu(pdiaaimmal SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 2S .6r T=SEE TABLE B LOVr .40' 7 d —I 1r 40' 1.125• .48' 70' �,4ff}}' M 1.1�5 T•SEE TABL'BELOW .4 14B 40' 4 3.00, 4.50' -�}-- 4.50' 4.50' 4,60" 3.00'40' h .Te 0 24,OQ' ALUM,ALLOY 3004 1i38 OR EQUAL 12, ALUM.ALLOY 3004-H36 OR EQUAL 24-TRI-'V'PAN (SEE NOTE 1 BELCVV) 12"X 3 112"W PANEL (SEE NOTE 1 BELOVV) (PSF) PA{N '7 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN Ll.� PANEL-r 90 MPH SPAN 1DO MPH SPAN 110 MPH SPAN EXP,B EXP.0 EXP.B D(P.0 EXP.B EXP.0 (PSF) (IN'.) EXP.B EXP.0 EXP.B EXP.0 EXP,B EXP.0 I .C18 9'•0' a'-c' a'-1' 71-2' ?'-A 5-6' 13'-1' 11'-T 11'-9' 10'-4' 10'�8' 11'•3' 10'-7' 101-8' 9-10' 10'•1' 9-3' 020 13'-3' 12'-4' 12'-7— 111-8' 10'-4' 9'•2' 9-4' �14V-T- 'V-9' T-T 14'-r 12'-10" 13'-2' 11'•7' 12'-0" 10'-T III 10 .024 NOTE:DETAIL FOR 024 1a'•2' 17-0' 17, 10'•1Q' PANEL FASTENERS 15 B` 14'-8" 14'-9' 13'-0' 14'-0' 17.10' 12'0 B 7' 9' 10'-r 10'-B' '- -10" B'.B• ARE SHOWN IN S0 1T-8' 1V 4' 19'8' 13'-10' 14'-3' 12'-7' .032 TABLES 1,2 AND 3 SHEET 6 OF 33. .032 18'-4' 1 T-1• 1T•3' 18'-1' 18'-4' 16'-1' 19'-10' 17'-7' 1T•10' 15'•9' 1613, 14'-4" 018 8'-9' 8'+3' 640 20'-T 19-2' 19'4" iB'-0' 16'-3' 18'-10" 9'-4' 6'-3- 8'-7- 7'-r -0` 17-1` 1 P 8` 11'-r 10'-4' 10' " 91-6' 20 0241C-8" 10'-1' 10'-3' 9-T IIC�CJ` .020 11'-10- 11'-0• 11'4' 10'-8" 11'-0' 10'-3' 032 17 0 1 C'-T 1 G'-"e' 9'-r 9.10' 8 8' 4V�T�` .O (� 13'-4' 12'-9' 12'-10' 11'-r 12'-0' 10'-r 12'-3- 17-3- 12'-0' 11'-8' i t'-10' 11'- 20 .024 13'_r 12'•r 12'-9' 1Z-0• 12'-2' 11'8' B'b g 0 g'.1' 7'•2' T-4' 6'-0`° fZ— 1S-B' 14'-10' 15'-0" 13'-10' 14'-3' 12'•7' 018 8'4' 8'1' B'•" T•9' T-s0' T' No.C37948 y� 032 15'-0' 14'-8' 14'•9' 14'(}• 14'-2' 13'-4' 30 024 a'9 g•2- 9'-4• 8'•3" B'-7' T-r �� EXP.03139/13 1T-6' 161-8' 16'9' 1s-9" 16'•2• 14'-4- 9'-4' 9'-6" 9'-1' 9'-2' g'-g' '�'9� .040 1T3' 1B'e' 1B'•r 151•8' 15-10' 15'4' 104•Y 10-7 10'-9* 8'-T' 9-10' 8'8" 10'-7" 10'-2' 10'-3' 9'•10' 10 0" B'-e' 032 10'-9' 101-9' 1C-9' 10'•r 101•8' 10'-2 M-" �0 10'8' 10'-1' 1p'•2' 91•8" 9'-10" 914' 11'-9" 11'-3' 11'-4' 10'-10' 11'-1' 101-81 f FOOTNOTE: 'SAMPLE' •024 11'-8' 11'4• 11'-0' 10'-9' 101-10' 10'-4' FIGURE INDICATES ATTACHED /1 30 ' 13'-9' 13'ti3' 13'-3' 17-9' 12'-10 �12- F13URE INDICATES FREESTANDING .032 13'-r 13'-1' 132' 12'T 12'9" 15'-4' 14'-9' 14'-10' 14'-3- 14'-8' 131•9` .040 15.2' 14'B' 14'8' 14'•1' 14'3' 13'-7' NOTE 1;WHERE MULTIPLE SPANS OCCUR,MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TAB Lc" 1,SHEET 1. "BY.EN. TOM CAMPBELL A ASSOCIATES,INC. ' LAP MO D ER/0185 DATE,106n11M12 C6Atla0?CNLAND RESEDGNTUL STiG1CTlAiAL[N6WtFR!!6 1a.20 i30 pd DURALUM PRODUCT'B,INC. PAkU SPMU SCALE NONE HOR17-W HD• MAD ALPM AM SACRAVIM0,CA YSM REYLSED BY: RAMC 40 CUCASJONGA.CA(9511 T41?10T 70.go Ito MPH (05)452-Ml PAX404519"W tXurakmm SHEET 4 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C n' .09R.(1.3,j er �=-- 8'x 2 k7'FLAT PAN(SEE NOTE 1 BELOW) A..L L'NAIARlQ=D RADII.09R 2.5' a L.L.= PANEL T 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN TY38' 5 ") (PSF) (IN.) EXP,B EXP.0 EXP.B EXP.0 EXP.B EXP.0 7 1 018 12'48' 11'-0" 11'-2' 9'•10' 10'-2' 9'-0' 13'•3' 12 4' 42'-T 11'$` 11'-10' 11'0' ALUM.ALLOY 3004-H38 OR EQUAL 131-8' 11'-10' 12'•1' 10'-6' 11 11 9'•9' 020 8'x 2 Y7'FLAT PAN(SEE NOTE 1 BELOW) 14'•2' 13'-2' 1 T-4' 17-4' 12"7. 11'-8' L.L.- FPANEL-r 90 MPH SPAN 100 MPH SPAN 110MPHSPAN 15'-2' 13' ' 13'-8' 12'-1' 12'-0' 1(PSF) EXP.B EXP.0 EXP-B EXP.0 EXP.B EXP.0 10 .024 15'-4' 14'-4- 14'-0' 13'$' lT-4' 10'•1' 10'-3' 5.1' 9'-4' 8'-3' 18-5' 181-4' 18'•9' 14'•9' 15'-3' X20 D32 -T 10'-9' 70'-2' 18'-0' 16-9" 17'-0" 1' 11'-8' 11'-9' 10'-4" i0'-8' 9'8' 20'10' 19'-2' 19'.T iT-�Ir-V' 1T-8".024 1G 3T 12'e' 12-9' 1 V-IX 12'-2' 11'-2' NOTE:DETAIL FOR • 6'•2' t8'-2' 14'-0' 14'-8' 13'-0" 1T-4` 11'-9 PANEL FASTENERS 11'�' 10.9' 10'•1a' 9'-10' 10.2' 9'-0• .032 ARE SHOWN IN 018 18'-10' 14'•9' 15 0 13'-10' 14'-T 19'•1' TABLES 1,2 AND 3 11'-2' 10'8' 10.9' 10'-2' 10'-0' 9'-8' 8'•1' 1T-0' 1T-2' 15'-4' S'-10' 14'0' SHEE'BOF33. 12'-1' 11'-0• 11'-7' 10'-6' 11'•i' 9'-9' .040 .020 1 T•9' 18'-0' 18'-9' 1 b'-T 16-10" 14 8' 1 t'-f 0' 11'd' i 1'8' 10'-9` 11'-0' 10'4• 10'-6' 101•1' 9'•f' 9'4` 8'-3' I 13'-1' 121-8' 12'-7' 12'0' 12'-1' .020 20 .024 f0'4' 8.10" IV-0- 9'-4- 9'-7' 9'0' 13'-0' 12'-3- 17-4- 11'-9' 11'-10' 11'-1' 11'-2' 10'-4' 10'-8' 9'$' S 032 15'-4 1 V-8' 14'-9" 14'-0' 14'-2' 13'4' .024 20 11'6' 10.10' 11'-0' 10'-4' '0-T 10'-G'I Q �• 16'•2' 14'&' 1d'-T 13'fl' fb'-0' 13'•2' 13'-T 12'-10- 13'-0- 12'-3- 12'-8' 1f'-9• Y- F 10'-0" 181-8' 18'-8" 1B'-0' 16'-2' 15-0" aaz 1 f fYo.C37946 D4o 12'8' 1Z•9' 12'-2' 12'3' 11'-7' EXP. 0313,1113 18'-8' Ia-8' 18'-7" 16'8' 1 B'-0' 15'-01 040 15'-2' 14'-0' 14'-T 13'•10' 14'-1' 13'-Z' ��� 418 -T 0 8' 9-3' e'-4' 9'-0' 16-0' 14'-3' 14'4' 13'-T 13'9• �I" 9-10' W4r 9'-7' 9'-2• 9'-3• 8'-9' 8'-10" 8'-78 8'-8' B 3' _-� 10'-7" 10'-0' 10'-0' B'-10' 10'-T 9'-8' .020 .020 5.2' 8.8" B'-10' 8'-0' 8'-7' 8'-Z' 10'8" 10-1' 10'•2' B-9' 9'-10' B'-0' 10'-2' 9'-10` 8'-10' 9 e' 9'-T 9'•2' 11'$' 1 f'-1' 11'-2' 1 Q 8' 10'•9" 10'-0' 024 30 .024 30 10-1' 9'•9' 6' 9'-0' 11'-4' 032 11'-i0' 11'6 1!'•T 11'-1' 13'4' i3'-1" 12'-7' 12'.8' 12'-1' 11'•9' 11'�' 1 V-4' 10.10' 11'-1' 10'-0' 032 73'-7• 12-10' 12-10' 13'-4' 12'-1Q' 13'-0' 12'-4' 12'•7' 12'-0' 04 FOOTNOTE: 040 14'T' 14'•T 14'•7 14'$' 14'$' 13'•9' 13.2' 1Z'-8' 12•B' 12'-3- 12'-4" 11'•9' 'SAMPLE' D 16'$' 18'-0' 15'8' 15'0- NOTE 1:WHERE MULTIPLE SPANS OCCUR,MULTIPLY FIGURE INDICATES ATTACHED-��FIGURE TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN INDICATES FREESTANDING IN TABLE 1,SHEET 1. 4 MY1N BY:H.N. TOM CAMPBELL 8 ASSOCIATES,INC. LIVE LOAD• A Y5TE .8Y; tAPUO ERA 01o5 DATE.fOg1ROtt COLIMERCIAL ANDNESIOENTIAL SYRUCtURAL FN04NUPAG PANGL SPANS 10.20 L30 Pill DURALUM PRODUCTS,INC. SOALE NONE ROAM YAM1• E709 AU-mE AVE,.SACkAt1ENI0,CA 96nd REv[S Ep 6Y: RANO)iQ aGIL}ONO.1G I961)77}a107 90.100i S10 NPH I7151494.7➢21 SHEETSOF33 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 Y2" AND WALL HANGER, 3"x8"AND EXTRUDED AND 3"x8" WITH 6 Y" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO.14 TEK OR SMS SCREWS } NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS 5 PER FOOT OF HEADER LENGTH PER FOOT OF WALL,HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 11O MPH 90 MPH 100 MPH 110 MPH cxp. B EXP, C EXP.B EXP.C EXP,B EXP.C EXP,B EXP.C EXP.S EXP.C EXP,B EXP,C EXP.B I EXP,C EXP,B EXP.C EXP,B EXP.C 3 3 3 4 4 5 2 3 3 3 3 4 2 2 2 2 2 3 5' 3 4 4 4 4 5 5 2 3 3 4 3 4 5 2 2 2 3 3 3 6, 3 4 4 4 4 5 6, 2 3 3 4 3 4 2 2 2 3 3 3 3 4 ' 4 5 5 6 3 4 3 4 4 5 6' 2 3 3 3 -3 ----4 3 4 4 5 5 63 3 3 4 4 5 2 3 2 3 3 4 4 5 5 6 6 7 7' 3 d 4 5 5 6 7 2 3 3 4 3 4 8' 4 5 5 6 5 7 8' 3 4 4 5 4 6 2 3 3 3 3 4 4 6 5 7 6 8 4 5 4 6 6 7 8 3 3 3 4 4 5 g, 4 5 5 fi 6 8 9 3 4 4 5 5 8 9' 3 3 3 4 4 4 5 6 6 8 7 9 4 5 5 6 6 7 3 4 4 4 4 5 5 6 6 7 7 9 4 5 5 fi 5 7 3 3 3 4 4 5 10' S 7 7 8 8 10 10' 4 6 5 7 6 8 10 3 4 4 5 5 6 6 6 8 7 9 1 1' 4 5 5 6 6 8 1= 3 4 4 4 4 5 6 B 7 9 9 11 5 6 6 7 7 9 3 4 4 5 5 6 5 7 7 8 8 1 4 6 5 7 6 8 3 4 4 5 5 6 12' 6 8 8 10 9 12 12' 5 7 6 8 8 10 12' 4 5 5 6 5 7 IT 6 7 7 9 9 1 93' 5 6 6 7 7 9 13` 3 4 4 5 5 6 7 9 8 11 10 13 6 7 7 9 8 10 4 5 5 6 6 7 FOOTNOTE: 'SAMPLE' S�DNAL FIGURE INDICATES 5 �C ATTACHED FIGURE INDICATES — FREE3TAND[Nfl tpt11 m FAN BEAM ---AN BEAM(19'-X MAX SPAN) 1113 2' FAN BEAM N�I�O FAN BEAM 3 HEADER F CEILING FAN AND1 Tr.075' 2 1!2" 2 1/2' 2 12' OR LIGHT FIXTURE 7YP. (MAX.30 IbO.f 414 x 3 1/2'S.D,$.SCREW #12 S,D.S.SCREW FAN BEAM AT BEAM AT HANGER CHANNEL ALUM.ALLOY 6063-TB A17ACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL DRAWN SY:E TOM CAMPOELL A ASSOCIATES,INC. 11vF LOAD• BY: DATE 1=1R012 MINUMUM 10,20 i 30 pD DURALUM PRODUCT$,INC. Inr 4,0 ERs 0 i n OrJLLL-Naar; COM)IERGAL AND RESWNTIAL STRUCTURAL E140 NtERlN6 REQURFU COLUMNS . WIND. 620i ALPM AVE,BALFAMENTQ,CA 95M READ gy; pANCNO CilGVi7t1>u G I96117i1.2107 go,tao d Ita Mrtt SHEET 8 OF 33 IGI Oy�62-7SR1 FA%�AF731G uloeQ,dvrnh,ln.axn RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C S� 2'X 8 1/2'RAFTER ❑BL.2"x B 1f2•RAFTER MAX (?SF) {IN) c�� 90 MPH 1 D0 MPH 110 MPH y�= -r 90 MPH 1 GO MPH 110 MPH £XP.B .0 EXP.8 EXP.8 .0 (PSF) {IN.) pip B .0 EXIP.B 139i,C EXP.B .0 12'-0' 10'-T 10'-9' 9'4' 9'-9' 81-8" 18, 78'-10' 14'-10' 15'-2' 13'-4' 13'-9' 12'-2' XT m4 .024 18• 14'$' 14'G 14'e" 14'8' 1A'-0' 13'-1' 024 9'-0• 9 °d � 24' T-1D' 8'-8' B'-10' 7•B' 8'-t' T-1' 12'-2- 174' 11'-0' 1V-3' 101-0' 11'8' 11'-9' 11'-9' 11'-9' 10'0' 24' 18'•1' 18-7' 8'•1' t$'•1' 18'-1' 15'-i' i6'-0' 14'-1' 14'4" 121-8' 13'-1' 11'B' 22'-6' te'-10• 20'-3' 17'•9' 18'4' 18'-Z' 3'r r RAF MA r r a rrr RAFTER -r r e yr rtu tE1u 1 d' 8'•8• 18'-0' 18'•8' t 8'-8' 18'-8• 1 T•8' 1d' B`-0' 20'-0' 8'-0" 2 E-0' 28'4'ALLIV AHOY 100`t o ALU4,ALLOY 3=44cl6 ALuu.ALLOY 3ow-ro6 10 ' ,132 ca9cwL oaealu OItEOIAL 24" 13'-1` 11'-T 11'-8' 104' t0'8' 9'8' 10 .032 24, 18'-0' ;634 W'-3' 7' 15'-1' 731,3' *SEE NOTE BELOW *sEE NDT><BeLOW 15'-1' 15`-1' 1fi'-1- 16-1• 1 1-1' 4`-3' 21'-2" 1'-2' 21'-2' 20'-1" 18, 0'-10' 18'-6' 18'•9' 16'•r 1T-1' 15'-1" 21W 3' 24--1• 21'-2' 3'X b'RAFTER C42 27-2' 22.2' 22'-2' 22-2` 22'-2` 21'•Y 042 16' 1'-0` - 3' -' 3" 9'-10' 10DMPH 110 MPH 24, 17'•1' 16'-1' IV-4' 13'-7' 14'-0" 12-3- 24'-1' 1' 19 e17'-3- (IN.) BXP B EXPC EXP.B EXP.0 EXP.B E) 18'2" 1B'-2' 10'-Y 18'•2- 18'-Y 1r-4, 24" 25'-7- 25-75'-T 25'-T 24'-4- 18' 23' - 20'-0' 20'-8' 18'-2' 1B'•9' 18-T 1d, 17-0" 10'-T We 9'-9' 8`8' 18- 18 14'2 15'-2' 13'4' 13'-9' 12.2'10 .042 28'-10' 28'-10' ZB•iC 28'•10' Z8.1D' 25'•1" 024 17-0 12'0' 0' 12'-0' 11'•T 1B-0" 115_3' 18'•3'8'-10' 14'-10' iNA' 13'-T 8.9' 8'-8' B'•1' p_1• 024 13'-4' 12'-2" 12'•4' 11'4' 11'-0' 10'-0' 24' T'0• -0' 22'-0' 20-0' 24' 9-9' 9'.9' 9' 9'-9' 9'-0' 24' 13'-4- 13'4' 13'-0' 13'-4' 13'-0' 12•1018' 20'8' 18`•2` 18'•9' 16-7' 1fi, 15'•3' 14'•1" " 13`-1" 1P-0' 16• 21'-T 19'-10' 20'-3• 1T-9• 1S'-0' 10'-2'20 .042 27.2* Z2.2' 22.2' 27.2' 27-2' 2 t'-8- 20 .032 15'-0' 16 3- '•3' 15'-3' 14'-9' 20 .032 21'-8' 124` iB'-2' 18-T 18'-10' 14'-10' 15d' 13'T 24' 14'-1' iT'-7• 11-9 10-0 10'-B" 9'-8' 24- 1T•T 10'-3' 1E'-T 14'•T 15'-1, 13'•3- 18'-2' 1 B'-2' 1 B-2' 18'-Y 18'•2' 1 T-T 12'8' 17�' 12'$` 12'$" 12'8' 1 z•r 1 r-r 1 T-r 1 T-r 1 T•T 1 10' 19'�' 19 4' 19'd' 18'•2' id`-9' 1F-7' 18• 18'-0' 8';- 1$'•4' 16'-7' 17'-1' 15'-1' 5'•10' 2T-10' 25'-10' 23'•3' 24'-1' 21'-2' 30 ,042 19'-4' 10' 042 18'-4' 18�' 18' 18'�' 1B'-0' 17.9" 042 tB• i'•10' 6-14' S'-10' 6'-10' 5'-10' 26'•1' 24' 15-10' 16'•10' 16'-10' 14'-10' 15'4" 13'-T 24, 15'-1' 15'-1' 1$'-1' 13'-T 14'0' 12'-3' 24• 21'•T 21'-2' 21'-2' t9'•1' 18'8- 1T•3' 16.10' 15'-10 15.10' t5.1 1s_10. 1S-0' 15-1' 18'•1' SS-1' 15'-1' 15-1 14'-r 21'-2' 21'-Z" 21'-2' 2S'-2' 21'-2' 20'8' 10$' 1 5' 8'-0` 14'-2' 14'-2' 14'-2' 13'-4' 13'@' 12'-2- ' NOTE:SINGLE RAFTERS SPACED 18'O.C.MAY BE USED AT td' 10'8' 70'$' 10'0' 10 8" 1D'$' 10'•2- 18' 14'-2' 14--2" 14'-2' 14'•2" 14'-2" -10" 32'O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED D24 g'_T B'-7' B'-T T•9' 8'-1' T-1' .024 t1'8' 24•C.C.MAY BE USED AT 48'O.C.WHEN DOUBLED. 24• 8'-T B'-T 8'-T 8'-7- 8'-7' 8'-4- 24' 11'-8' 11'•8' 11'-6' 1 l Ar 11'•$' 1 V-4' FOOTNOTE: 'SAMPLE' IT-X IT-3" IT-T 17.8' 13'-1' 11'-8' 18'-B' 1B'-8' 18'-B' 1T-9' 1B'-4' 16'-2' FIGURE INDICATES 30 032 18 Y-W 13'-3' 13'-3" T-3' 13'3' 3'-0' 30 .032 48• 8-0 1B 8' B'8' 18�8' e'8' AT'ACHED IGURE INDICATES 24' 10'-10' 10'-10' 10'-10 10'-0' 1D 8" 9'$' 24, 16'-3' 15'•3' 16'-3' 14'•T 16'-1' 13'3' FREESTANDING 0.10' G'-10• 10-10' 0-1Q' 1G'-10' 10'8' 15'-3' 1S•3' 15-3` 15'-0' 18'-0' 10'-t' 1B'-1' 10'-7" 18'•1' 18-1' 16'-1' 22'-T 22-T 22'-7- 22'-T 22'-7" 21'•2' PROJECTION 1 id' 18'-1' 18'-7' 0'-1' 11-1` 1$'-1' 16'8' F.O4 16' -7- 22-T 2'-7' -T •r -0' SPAN 13'-2- 13'-2, 13'•2' 13'-Y 13'.2- 17-3' cO� 4' 13'-2' 13`-2' 73'-2' 13'-Z' 13'-2' 24' TARY WIDTH TABLE CLEAR SPAN (FT,) I- O.H. e 7 e c 10 11 12 13 14 16 16 17 1a l9 v 21 I— No. 4 4 5 5 0 6 7 7 8 8 9 0 10 10 11 [AMUTARY ID TRIBUTARY- EXP• 5 5 B B 7 7 8 8 8 9 10 10 11 11 12 WIDTH 1f29PAN+9N, 9 7 8 $ 7 7 8 8 9 S 10 10 11 11 12 12 13 8 8 9 9 10 10 11 11 12 12 13 13 14 NOTE TntmrTARY ON MULTIPLE SPA7fs i8 - - 9 9 10 10 11 11 12 12 13 13 14 14 15 ECUAL TO CENTER SPAti TO CENTER VAN 5' - - - - 11 11 12 12 13 13 1 14 1 14 15 16 18 DRAWN BY:EN, TOM CAMPBELL S ASSOCU4TES,INC. LNE LOAD• R 8 AS MFG.B DAYt IOg1/2a1a 10,20A 30 Pd OURALUM PRODUCTS,INC. VPb10 FRM o105 SCALE:NONE COMA4ERC W.AND R6610 FTFTiAL STRUCTUAAL ENUINEEAiNO RAFTER SPANS HORQ WIND 628E ALPV:E AVE..BACRAY4 NTO,CA&Sala REV=V, RAN ChO CUCAA4OWLA,CA M 1)741.2507 90,IDOL 119 MPS l(9i6J452-?VI FAX403-1519 Iahs�u�hm.axp SHEET 7 OP 33 COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX.HEIGHT=10' �3�2� MAX.HEIGHT C =1D' 0 sa'sQ.xr•.ias 3.001S4, a 3.00"SQ, —{ 3.0"SQ. 4 A3 ' 2 'D.C. I�.11.00C._ I H =3 So.xt'.2sa' � 1 �SIDE 1 -3160.xh.313' ALti'F+T 8.5' 3. O J n4'9Q xt=,188• 14' TYP. K w1'S xS-.150" D3Z' .048'STEEL O60 PLASTIC PLUG "•28* O O O 4 L- 3" SQ.ALUM. POST 3'SQ.ALUM.POST MACS POST SQUARE ALUM.ALLOY aaDa Hie WITH SIDE PLATES O 3"SR. STEEL POST 3"SQ.ALUM.POST STEEL POST ALUM,ALLOY 3004-H38 x ALUM.ALLOY 8W63-T5 ASTM A500 GRADE B ALUM.ALLOY 3.00"OR D• 6063•T6 2.40' 1.375" q 7/16.0 HOLE FOR 31W MS 5s 2 FLANGES 2 1/8'APART 0 .75" AS TM GRADE 38 STEEL 1.t26- 25. INSTALL 1K'x 1 •x X*ma ;WASHER PLATE AT ANCHORS 7b' BASE FLARES 1,$O NP TO 3 WIDE EA " SIDE OF FLANGES F .090'�TYP. E 3• '�� INSTALL 1 'x 1 'x}('HDO 8T LY 5.50' WASHER PLATE AT ANCHORS �1-711810 HOLE FOR 110 MPH (Z 2-5/16"0 H0LE5 &2.318-HOLES TYP.EA.SIDE ALUM "T" BRACKET STEEL 'T"BRACKET 6 �I,QNAL �C,v T=.080-TYP. (4WS 25412 Y� T #14 SIDS 3 PER SIbE 0• 46 D) EXP.03/31113 \q CAS- ALUM.ALLOY 3'x W ALUM.RAFT.BRACKET 8063-T6 3"x 8'ALUM.HEADER "H"BRACKET HEADER BRACKET O7 DRAWN ffv:E.N TOM CAMPBELL d ASSCMTEs,INC. Lw Lam• A O R SYSTEM As MAY-B uaraofRso,aa 0ATE10701R017 cavuNr so,t0i30pd DU1tALUMPRODUCTS,INC. S ND CouurACIALAND Rf]nENTIAL STRUCTVAAL V40aZ%Na POST TYPES 4OA1L WIND- UN ALPINE AIR-.SACRAMEwo,G1"M REVIY�ar: RANCHO CUCAMONOA a(441)741.7I or Do,I DO a 11 o AtP1{ lMf0)4&7-T=lSHEET 8 OF 33 KAx 403�1SID Wrgdua�un mm HANGER CHANNELS AND MOUNTING BRACKETS ALUM.=4•1`135 1' W sEET LEA 300 u a 2.740" T #14 S0.S0102J0 D OS 8`O.C. f (( ■u BMB Ria PANELo I• Lacxs OR sa Rua T-.00 D'cJ vi faa 593• MqTACT .281' Ar WALL FASTENERS WALL RS SEE TABLE ALUMIp CIY CONTINVOUa A-RAILEB083 TBROCP PANEL j�YF¢ II O�Z 1171 j7ALUM AI LOY BEEPAGEa3FOR BOB3 T8 ALU_�1 ALLOY APPROVED ROOF PANEL s� 114 SAAS 0 EA C:0IAC fSUtl 3-T8 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER O A34 FRAMING ANGLE WHERE ALLOWABLE 1.880" SEE TABLE PROJECTION EXCEEDS 16', HANGER 1 RAIL FASTENER TO FAS0&WALL STUD,MASONRY OR CONC. ADD A34 FRAMING ANGLE WIND AT WOOD STUD AT MASONRY(SOLID-0ROUTED (2)414 SDS FASTENERS,SEE TABLE EA.SIDE OF RAFTER PER 2 AT 2x FASCIA ( DESIGN 76'O.C. CELL AT FASTENER)OR CC NC. EACH PANE RAFTER TO BLK'G) 8-FRO R.F.OREXT.HANGER LLA10 LLp20 LL-30 LL-10 LL=20 LLm30 LL-10 LLs20 LL=30 CHANNEL,2X OR 3X ED c\1Q AL RAFTER BRACKET. 100 A B B C D D E E F 110 A B B C D D E E F DE. RIMQN OF SMFMS8E NOTE B �m ALUM. PANEL 2X OR AtiSD926412 WlA34 FRAMING ANGLE AT EACH RAFTER,24'O.C.MAX. 3x ALUM.RAFTER u 0 B-4DS25412 WIA34 FRAMIN13 ANGLE EACH SIDE OF RAFTER(2 PER RAFTER),STAGGERED,24-O.C.MAX. z C-SDS26412 AT EACH STUD,IS-O,C.MAX $ FASCIA BOAR? DEIST.EAVES,RAFTER ¢ D•318.0 x 4'LAG SCREW AT EACH STUD '� 8-EXP.0 13 113 ALLOWABLE PROJ, EXISTING EAV � � 'E-MV x 1 118'AT 16'O.C.INTO SOLID-GROUTED CMU CELL OR CONCRETE S E TAA AN LE BELOW OVERHG •F•318'0 x 1 118•A`12'O.C.INTO S 0 UD-GRO LITE D CMU CELL OR CONCRETE ° (24'MAX) 'HILT[QUICK BOLT STAINLESS STEEL SEE NOTE 2B SHEET 1 �� 7 1 2 10#L.L.-(2)#14 SMS EA-SIDE 8 O EXISTING CAVE CONNECTION 1 L 1 20M{�OkL.L.a(2}#14 9MS EA SIDE o D �/ U-0RACKET EXIST,RAFTER ALLOWABLE DECK J RAFTER SPAN 1 1r4" _ 3,'4'OR 1 1l2' NOTE aRovlDe WATER WIND SPEED(MPH)AND EXPOSURE PRO 1=cTT METAL�/�g HINQ RAFTER SIZE SPACING OVERHANG(L) 2 x e 1R OR CALIA rOIOr 's AND SL6PE 90,C 100,C 110,C 1 3'x a'ALUM —TO DRAIN 2'x 4' 24'O.C. 10, 1B'-2' ',8'-3' 12'-4' RAFTER TYPICAL BltAGI AT WE 2x . . FULL 4 -6- 81• A 2'x 6" 2V-O' 22'-2' 1 B'-1' aYoR 1 112' NOTCHED 24*O.C24.. 18'-8' 14'-9- 11'-10' - - - FDA aB11ALLOWAS 2'x6'FULL OR 26'-0' 28'-0- 26'•0' a - OEc A R BPAN TABU 2'X8-NOTCHED 24'0.C. EXISTING WOOD STUD FRAMING FEAVK LLNOTT< 24• 10'8' 22'-8' 8'-7' ItPAr-O 25c8'FULL OR 28'•0' 28'0' 28'-C' 2•x10'NOTCHED 24.O.C. 2B'-D" F,:02: ' " 2EACH114'0xylrtuWSCREML-L•10ParNOTE; 2EACH7rlr0xs-1rrLAOSc�vSL.L.20MO3oPa �XRiaTErgrw4(T MIN.PENETRATION NTO DOSTING R(A)MAXIMUM ALLOWABLE DECK f RAFTER SPAN AT 11G MPH,EXPOSURE B WOODSrilO) 19 10'-T. (E)2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, NOTE UaB LTiOGfiR Wi1EAE RAFTER SNAGNO EXPOSURE C W'NO LOADS. NO E.US LaDG R WHE s RAM1.DCI97{NO ROOF OVERHANG DESIGN LOADS: NOTE:PLACE*SKAFLDCOR SIMILAR ACNG E:BRAC1fET ROL-3 pet(MIN)TO B PBf(MAX) RLL•20 d 3D SEE PORATTACHMENT MAY BE MOUNTM Pg MATERIAL BETWEEN BRACRET AND COMP. BELOW RAFTE0.WI 2.EXISTING RA E'ER ALLOWABLE BENDING STRESS 15 1 200 psL RAFTER TO SHINGLE ROOFING TO PRWDE BEAL SAME CONHECT10N8 3.ALLOWABLE DECK 1 RAFTER SPANS ARE BASED ON R11.=10,20,a 30 pa1 WALL CONNECTION 3� O BRACKET CONNECTION DRAWN ar.E.N. TOM CAMPBELL R ASSOCIATES.INC. HANGER CHARM LNf LOAD• TIO MFG.BY: aOAL 1 NoN7a12 10,20 a 30 paf DURALLIM PRODUCTS,INC, uWMOCAM0S95 DATE,[ mi CD4MERCtALANDRzslDENTALSTRUCTURALeNRaBreEruHO ANDBRAcxsr REYI9 EO BY: RAN(Si0 CSI-UONOA.CA MI)741,2107 ATTAM MENTS �HORIL 1W71II B2aa ALPINE AVE.,BACRAMEWO,CA 95M SHEET B OF 33 (71BJ 402-7@1 FAx 4Qy1a1Y tain�d��arn COLUMN l POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ALUM.76RACXET USE WITH T'BRACKET i P087 TYPE E.C.D.OR E STEEL POST ONLY: 3•50.POST W/ ST EL'T'BRACtfgT WE WITH USE POST TYPE (3 S18'0 BOLTS (2}N12 SMS EA PWT TYPE II C D,B,F.Q,?U DR)L F,C.H.J OR K FOR PQST TYPE J 31SQ.POST SIDE OF POST OR t•Sa.POST rAJ Jhk(2`11T'eFtAC�KVT1' W M.8.THROUGH KIwiE>TpOL�r°t�QgEgIy,1 4 ' POST 112 DEPTH OF 2 WO BOLTS EEE NDTE9 ffi:CVI USE � KWtK FOOTTNG OR f ALL OTHER 10'3NBERT COND(T10NS 4 6- X ABW (2)-114-0 POWERS WEOG£- �2V-E-R CAECtUI 12'MIN.EkBD. AST}A A3S 8,pLTWTR EQUAL,EACH EDMEMDEPTH &TEFL tI I RC TOS KV(K HOLT�} •, MINIMUM MSTANCE To ?: ri c. EDGE OF SLAB a 4.OR r II TO CRACK A Itr (1�'MIN.EMBEDMENT) 4 :� A9nN AST2 STEE1 DE H (1}17Z'OM,B, SLAB x4-LONG,1' Y1B• 4: '+ •! G OSCONOR'1ON rroor4G FROM ENO �' ' OF POST ',L ;'.: 3 aSQ.OR .UPCS (BTL) M N. F on 5$R Iu coo, POURED SQUARE SEE FTG. OR 4'SO.POST(STLI "tx EnUu1 GUAR_ CONCRETE SCHEDULE IN BEAM IN8ER7 "+B:J.M JPN/iAHIP FOOTING SPANTMLB , EXISTING SLAB 7 3"SO.POSTS TO CONC.FOOTING B SQUNTE POSFOCT1 MBED. 9 PL818'fHK. 1 112• 1 1m WELDED STEEL WE-PLATE i 0 NOTES: BASE PLATE SCHEDULE 1.130 NOT USE ALUM.'r PLATESUE MAYBE USED WITH POST TYPE.SEE BHT.9 BRACKET WITH 3X8 BEAM 9•S0.K L8' B.C,D.F,G,d H ATTACHED ATTACHED ONLY WANSEFT,MAG BEAM.4-oR ALTERNATE FTG. i FOOTING &ANCHOR BOLTS rI-BAM ES FREESTANDING 2.POST TYPE E BASE PLATE ANCHOR a:ae s sa ter DEEP CI.OE F7G SINGLE POSTS INSTALL WAShER PLATE. BASE PLATE ANCHOR BOLTS(S(ZE&TYPE) FOOTING SIZE BOLTS EMBED. 2'x 'x6 'AT 1B' 18'SQ. 12' STEEL-r BRACKET. (4)-3/4.0 HILTI K1MK J30LT-FZ STAINLESS 20' 21'50. 17, 23'a 24'CUBED (2}ltrO 3 114• 9'x9•x 519' STEEL PER I.C.C.EBR-1017 OR EQUAL 22' 25 SQ. 1B 3'POST TYPE F (4 3/4'EMBEDMENT DEPTH) 2s-.30'CUBED (A}lrr6 3t14' QQt1bTUSE=El'r 24" 26•SQ. 2G• BRACKET Wir)BEAM. 26, 3Z'Sa. 23- 31'.34,CLAED (4}um 4' 28- 35-SQ 25• 30- JF- S0. 28' u''or CUBFO fAh,Weo 4 314' ML J`O�A! ' 43'SQ. 30' 4b••4rCUBED (.}yry 4314' ALTERNATE FREESTANDING FOOTING 5 1�YY�� 34• 47'SQ. 32' NOTES BOLTS SHALL BE HILT)KW1K BOLT TZSTAINLESS STEEL� TRIBUTARY 90 MPH 100 MPH 110 MPH 5 �c9�� 3d' S1'SQ. • I.0 C.EVALUATION SERVICE INC.,ESR-1GT7 OR ECUA- WIDTH EX B &C !rX B&C EX B&C a F 38, 15•so 3r- 4fr 60'so. 3.r 10'OR LESS 3'-4"SO x Y-6"SQ x 4'-0"SQ x 8 42' 64•so. 41• 18'DEEP 18"DEEP 18"DEEP 's EXP. 131113 Or So, 11' a'-o^SQ x a'a^sax s'-o•sQ x ��9 'CLiB[FOOTWO wi 4•t�As 20'OR LESS 18" DEEP 18"DEEP 18" DEEP OF NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WSE NOTED DRAWN BY:EN. TOM CAM PBELL d ASSOCIATES,INC. CULUI.W LNE LlkD• O .BY: DATE tan tROt2 MME=AL RM REb10ENT1AL HMCTUiAL EeXYNEEFtTNQ 10,2D A 30 pat DURALUM PRODUCTS.INC. IAPAtO E W 01 t♦S Sf�£NONE CO 9URFA M MOUNT SCAL$- ON RANCHO CL:CAMOt4(L,G I(iS1)741-2107 AND OASEDA¢NT HORIL VAND- ✓M ALPINE AVE,BACRAMWIL CA I&M Rtv90,t00 a 110 W-H 91el462.7TRt FAX4M3 1510 uksod u"hmj SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 61" GUTTER EXT.CLIP GUTTER EXT.CLIP 3.00m so. SPLICE WHERE 1i9. OCCURS '� 9AiIO RS SPLICE 2*0 L_ T Y7 4,r ms •' 2,87" 4e' m,. 14"R 2,19" 2.a• TYP, oas 2.08' 2.04• oes TV. TYP. 000v 3 .28" 2 r 038'R.F.BUTTER ALUM.ALLOY ALUM,ALLOY ASTM A653 GRADE 40 FASCIA ALUM. ALUM.ALLOY ea63 78 e063-T6 ALLOY 3004-H36 A 6083-T6 6.5"ROLLFORMED 4.5"GUTTE4O MAG. GUTTER O MAG BEAM O 3"SQ. STEEL BEAMO 4��d AID ANAL 3' 2'CL 3.0• '� __-I _T I /J y(n {r— e.a• �+-AIAX. Y e.5• o I I "� DCCUFM 4• WHIM hlo. S �— .042• .00770 ° EXP. 3131H3�` "'""-.03VO4V a3z• 8.01 N11ALUM.ALLOY ALUM goy •ALUM.ALLOY 3W4-H,78 OR EQUAL ALUM.ALLOY 3004 H36 OR EQUALALUM.ALLOY 7004•H36 8083-TB � � � OR EQUAL O F 6060:T6 v 4"I-BEAM 7"I-BEAM G 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x B BEAM f` 3 J.26* 3' MAK 3' e•-T I 376' --� ,042' 0. �4•---��� •—� '042• 7•120R 14 Gdl •7,� � T•0.525' 8' ASTM Ae53 GRADE 60 6,6 8" ALUM ALLOY BQ*TD _T ALLM,ALLOY 3DD4kI3B ALLAL ALLOY 3004-W 6 oREDuu CREDUAL 6 .376' OR E Au o4►araatu OR O I rr EQUAL --I 2.875' F-- 1--1.7b'� 3 x 8 BEAM W/STL, INSERT DBL. 3 x 8 9EAM W1 DBLL B 3 x 8 STL�INSERT STEEL NSE T SPLICE INSERT DAX 1 BY:E N. TOM CAMPBELL&ASSOCIATES,INC. Uve LOAD Y G.BY: DCALE.' ONS �OMIA RCw.ANDRESMENTIALSTRUCNHALENawEERrNO BEAMTYPEB (AP140ERIOltltl to,2tlla0pf OURALUMPROQUC79,INC. SCALE;NONE Rfiwwer: RANCHO C1CAIMNOJA,C1(01)741.21Q► MHO`IMNO-110 N SMAIANEAvt..eACRAraeriro,CAWM BHEET110F93 i(I"III422-Ml PAX40.1010 Wnr�d"..mn SIMPLE SPLICE SPLICE DETAILS 1 FULL MOMENT BEAM TO POST DETAILS 92 (2010 S.M.S.g EA. e10 9>rl.s. VALLEY.TYP. (a TOT. TYP. THICKNESS r.035 (2�T07 s II .I TYP TI 6�, . HCKN�a,035• { II + II ++ ++ IE — ALUM,ALLOY 3004-H38 ALUM.ALLOY 3W"38 OR 6083••T5 FOR EXTRUDED OR 6083.75 FOR EXTRUDED NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR M IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED NOTCH I•BEAM FLANGE & EXTRUDED FASCIAS I•BEAMALUMALLOY AS NEEDED TO CLEAR NOTE IF SPLICE OCCURS AT ALTERNATE INTERIOR SAYS,A SINGLE 12-SIMIPLE C-SPUCE(ONE SIDE OF WEB) Y BE USED. (6061-T8)ALTERNATE SQ.POST,CONNECT WEB 3. STL.C-BEAM TO POST W!(2)-WB'O T OTAL- }112'e BOLTS THRU43OLTS 04-I BEAM, S ¢NY C�c�) so.POST AND r I-eEAMMS 0 THRU 80LTJ3 1. 4 �r �� 0 0 1 BEAM TO POST CONN. a _ F � 4�.070' �TYP, O 0 .03/31/13 NE METAL BACKED,SHE NEOPRENE WASHERED 7EK SCREWS 0 8.O.C. ALUM.ALLOY >✓f -1 MAX.STAGGER IN BEAM 6063-TO 1 s, N _ FLANGE 4"I-BEAM -11/N ROOFPANEL MOMENT)C-SPLICE NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12'SIMPLE C.SPLICE(ONE SIDE OF WEB)MAY BE USED. um 7tic4•AL ALUM'I'BM,OR AT I l BEAM: (4F174.0 M.B,BEAM 1 ADD'C BPUCE X iB'LONG TO BRACKET AT�COLUMNS• i O O 0 (CENTER AT COLUMN). SECURE TO]-BEAM W18414 TEK SCREWS sl�ce � EQUALLY SPACED DCCURS a.5' 1'FROM ENDS, 2-3W0 M.B.THRU STL.T 11' jYp BRACKET TO POST. POST,SEE SCHEDULE Ll O 0 I ALUM ALLOY 1 s" 1" ALTERNATE BEAM TO POST CONN. 51 T-o" n 7 I•B EAM MOMENT CSPUCE ORA"BY.EN. TOM CAMPSELL 8 ASSOCLATEB,INC UVQ LJ3AD: PA S G.BY; OATG:16at12012 BLAM 10,20A 30 pd OURALUM PRODUCTS,INC. IAPLIOER1IOl% 8CALH:NON! COV4ERG{ALANDRSSIOE.N'TN41ti/iUCTU11AlEN41Ntip0Nq 6PUCEDETAJIB HORILWINO& 6209ALPWE AVE.6ACAAI"M,CA-5678 IFIEVISMB`Y: RANCHO CUCAMONGA•CA(961)741-W102 00,100A110MPH l(QlB)4d2-=l FAX403.1619&dps44mLhumwm SHEET 11OF33 OPTIONALDecaRATNE ASCLI BEAM TO POST CONNECTION DETAILS - F (WOOD,ALUM,DR HAADBOAD) 'L" FASTENERS 3"x B'x.042"BEAM, 1'-0" 4-414 SIDS 441L4 x IrPs,u.S,Erin SME OF 3' 3'SQ, STEEL OR 2�-0` 8-*'i14 Sf]S 60,POS'i'6.TOTAL) MAG BEAM. FASTENER TO FASCIA-SEE TABLE ALTFANAt�:114'0 BOLT wr wAs}1ER 3'-0' 12-#t4 S pS EA SIDE OF 3'60.N36T FASTENER TO RAFTER TAILS-SEE TABLE FASTENt A SPACING+314' e PTIONAL LATTICE TUBES N14 x 112'S.M.S.TOP OVERHANG 601 d SOTT.(2y TOT.7a-I- I ) @ s0 MPH-USE ROOF PANEL rrER 6 trxZZ, 3'sO.POST (4)-#14 SIDS @ EA.SIDE 00 TOP$BOTT.TOT,siB ROLLFowAeDOR 00 @ 100&110 MPH-USE °R GUTTER ALUM.BRACKET x M�g (6)#14 SDS @ EA.SIDE #14 S.M.S.01ro.c. BO POSfm&ty'. CH SIDE 0F3' TOP&BOTT,TOT.=24 FASCIA AL �PTER�NAO !:TV,'rA�LT W,WASHLR 2' 1` 'L'BEE TABLE EA SIDETOFF3'SO.PWT e 1r!'x2'x.D24 3"X 3"ALUM,OR R 3Of 3,so.POST STEEL POST 5\� A� F� R�gF7"ER'TAIL"TO GUTTER GUTTER FASCIA `gym MAC BEAM 31 S0.POST TSQ.STL.BEAM 3 H- BRACKET TO POST '� 3.125"FOR 3 x RAFTER ALUM,ALLOY 3105-1125 P.03131 13 28" 1 20 1.20 Qfi t 1 112" 1_.040'0 6063-T6 ..��." OR 2-xs'LATTICE #8 x 2'SMS,2 112' G 3'O.C.MIN. OR 3 112'. YP. UP TO s'O.C,MAY. 7(4) "TEK SCREWS RAFTER 1 112"SQ.OR 2•LATTICE TUBE 2 11r2'MIN, ALUM.ALLOY 3105-N25 � R S' h _ .28"� 3" � o 77E 8" .75 4 x 314.7EK SCREW OR(B)#10 x 3!4"TEK SCREWS O BRACKET TO BEAM 2"x3'LATTICE TUBE LATTICE TUBE TO RAFTER 17 "U"BRACKET-RAFTER TO BEAM 8 DRA0AlWN eY:e.N, TOM CAMPBELL a ASSOCIATES,tNC. L1vE LOAD* SYSTEM IAPL1oP1a07Ea SCAU&NONE 2 0pMMMCMANDP"DEM1ALSTRUNMRALEN"lf G ep,�MTOPOST IrWa3Dp,r DURALUMPROIDLI=,INC. B�'�'�� ATMCb HOAR,INND• ✓1MALPL14SAV�,SACRAMENTC Ch eseia AEVL4EDSY: RA/1CMOCUCAMDNGA.G(Det)74t.2t0/ l0,100i 110 MPH l(IIIIIIN452-702i FAX401191D sMs®du"I,rtimns SHEET 13 OF DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION .,,)BEAM SPLICE TO OCCUR DIRECTLY OVER 5)8'0 PLASTIC 1 1/2'OR rLAT ICE I POST.NOT PERMITTED #B9.M.9. r�'� 8 SCREWS 2-POST UNITS PLUG WHERE ALTERNATE 1n7 DOUBLE RAFTER- NAL SCREW IS INSIDE BOLT CONNECTII) M4414 PLAN 2 �� R DE t C ' S" #14 SMS MAY ALTERNATE: 5 Y /�� BE USE AS S.M.9,EAC � � 3&' , " ALTERNATE TO AFTER TO 00 Q: 1/4"0 BOLTS ONNECT.(&TD. • B'BEAM E) P.0 - t OR �2 s SEE NOTES BELOW 0112"SIDEPLATE EA. SIDE SEE POST SCHED. 3513-STLPOST(24') ° ALTERNATE; #14 SMS EA.SIDE INSERT ATTACHED OR (2y W.5-CR TOP,MID HEI3HT 3k 3'STL.POS7 CCLUMN (2}Ik6'HEADER AND BOTTOM. 3'SQ,POST BETWEEN SIDE PLATES FOR FREESTANDING (2�112'801.7 BEAM TO POST CONNECTION 21 2'x 6.S'SIOEPLATE POST SCHEDULE 3"S0.x.032"+(2y2"x 6 112"x,024' 3"SO x,032"+(2)-2'x 6 1/2"x,032" DBL. RAFTER/ DBL. HEADER CONN. 19 W1(6)-#14 S.M.S.EACH SIDE, 2❑ W/(8)-#14 S.M.S. EACH SIDE. USE ON CONC, SLAB ONLY USE ON CONIC.SLAB OR FOOTING. #8 S.M.S.EACH SIDE LATTICE 1 1/2"OR 2' SHEATHING 25c8M510.024' ALUMINUM MEMBER WIT DBL,3'XB`X 042 BEAM WOOD FILL OR OR DEL.2'XC5'X032'BEAM # 2W'NOMINAL LEDGER 2'x8.5'OR 3"x8•RAFTER (NEW OR EX1sTING) ° ALTERNATE:1/r SOLT a ALTERNATE: L1 (2)SIMPSON 9DS25000 (2}#14 S.M,S.EACH RAFTER TO COLUMN CONNECTION d!B'0 ACCESS HOLES (4-TOTAL) INSTALLS-#14 X Y,' ALTERNATE: 3'SQ,POST LONG SOB®EACH (2}2x8.5'OR(20-AS'HEADER EXISTING HEADER TO COLUMN ALTERNATE: I'STUCCO OR EOUAL (12 FASTENERS PER 3'x3'4.024" (1)-1/2'BOLT OR 2.S•PENE,INTO EACH WOOD STUD CONNECTION) CONNECTOR (2}#14 S.M,S,EACH RAFTER EXIST. STUCCO/LEDGER DOUBLE HEADER TO STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22 COLUMN DETAIL 0 o AIL 23 DAAVAt BY E.N. TOM CAMPHELL a ASSOCIATE$,INC. UY8 U7AD0 COVER SYSTEM AS m w�ulo ERr olds �Al'ZZ NXw 2012 COMMIRCLIL AND RM06WbLL B"U=URAL ENOLNE AINa LATTICE 10.mA 30 pd DURALUM PRODUCTS,INC. !KALE.MOH& CONNECTIONt1 14ORM VAW. LWAU'INE AVE.WZRAMSUT0.CA 06676 SHEET 1A OF 33 IREV=BY: RANQIO ClIIhIAfOf70A.G(641)741-7107 90,100i 110 MAH (Y16)462.Mt FA%400-t61Y ulwQdwafwnaan MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS 2"X6.5"X0.024" SIDE PLATES 2"X6,5"X0.032" SIDE PLATES S POST 0 � POST 0 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH EXP.B I EXP.C EXP.B EXP.C EXP,9 EXP.C EXP.B EXP.C EXP.B EXP.C EXP,B EXP,C 5' 2 2 2 3 3 3 5' 2 2 2 2 2 2 6' 2 3 3 3 3 4 6' 2 2 2 2 2 3 7' 3 3 3 4 4 4 7' 2 2 2 3 2 3 8' 3 4 3 4 4 5 8' 2 2 2 3 3 3 g' 3 4 4 5 4 2 3 3 3 3 4 10' 3 4 4 5 5 6 10, 2 3 3 3 3 4 11' 4 5 4 6 5 7 11' 3 3 3 4 4 4 12' 4 5 5 6 6 7 12' 3 3 3 4 4 5 13' 4 5 5 7 6 8 13' 3 4 3 4 4 5 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE SHEET 8 FOR POST TYPES Mom~ FA C,q��'ij, 0. 4 > EXP.03/31/13 DMVYN BY:&.x TOM CAMPBELL 3 ASSOCIATES,INC. LNE LOAD G. DATE.'' Na COMMERCIAL AND RMI)ENttk.STRUCTURAL ENOWEERM . IMMO ERf 0195 MINUMIfM 1D,20670 ps1 DUHALUM PRODUC79,INC. R mN We: RMCNUCUCAMON"CA(ia1)T41-2$UT 11LOUa aCOLuhim HORR MKO- dMALPWfc AVE.,DACMbaINTO,CA P6S2Q uD.1D0a11oLWH 1(016)462-?W1 FA%4a3-1114 miftG&"km— SHEET 15OF33 10# L.L. 90 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C 6.5" RQLLFORM 4" I-BEAM 4.5"/ MAG GUTTER 3" SQ. STEEL BEAM 7" I-BEAM MAG BEAM Sp MAX.COL MAXP'DST MIN. MIN. MIN MAX.POST SPACING SPACING �G' P4gT �f' p0.9T ypgCIONG FFG. FTGPTG, MIN, FTG MIN. MAX.POST MIN. MlN. MIN. Mlk. MAX POST ON BL1Dt (5PAh') (IN•' TYpE (IN I TYPE ) N; TYPE (IN.)* TypE POST g(SPAN) O pOg- I ) POST SPACING N0. FTG FTG POST F7fl POST (SPAN) (SPAN) N) -YPE IN. TYPE (SPAN) ( ) PTYpE IIN.) TYP2 SPACING IIN.) TIPE SIN) TYPE 13'-7" 11'1` 23 13'-4" e'9" 24 B 11'-9" 2426 B 12'-8" 2' 2 25 B 9'-78,-10' 22 23IB '-Z"�" 29 1 B 6' 11'-4" 24 12`-2" 25 11'-8' 28 8'-10" 25 B i 0'-9" 28 B 10'-3' 2 28 B 9'-1"8-4' 2 24 18�" 3032 B 9'-4 7' 9-A" 8'3^ 2425 B 11 3 -0• 2827 B 10'.93"-0� 2 27 B B 8' 24 7" 31 8'-0' 251 " 32 B6" 25 10'-T 28 10'-1' 26 8'-3"7'-9' 26 B 9'-4- 2B B '-10' 27 B 24 4' 327'-7" .325 10' 0' 27 9'-7' 7'-8" 281B'2" 33 �'7 3" 28 B 8' 14" 28 B �• 27 B 8-a' 25 4" 32 C10' 6'-9" T-10' 28 B 9'8' 27 9'-1" Z728 T-7?-1" 2816'_3^ 347'-0" 27 g'�• B B ZB 33ti 29 8'-0' 28 6'-8" 2714'•8" 34 C'l' 8'-2" 6,$" 27 B'-0' z9 B r a' 28 -B 26 " 3329 8'4" Z7310" 35 C'12' 5'-8" 712' 27 8'8" 2B 8'-3" Z8 7'-0"8'4" 28 B 7'-e" 30 B -4^ B 28 1 3429 8'-2" 2813'-3" 35 �'13' 5'-2"` r-0" 27 B 8'd' 29 8`0' 29 6'-8' 27 ' s' 28 ' " B T-1' B 34 C10# L.L. 90 MPH - FREESTANDING SOLID COVERS 3Q5 1G• 2' 1r-9• 3e E= 12' OR LESS EXP. B &C 5, 12'-0' 28 G 14A' 29 G 13'-9" 29 G 10'-2' 26 25'-2" 34 13'•7^ 30 H 3'-0" 30 H 9'-9" 28 G 23'8' 351J 6, 11'-0` 27 G 12`-9" 28 G 12'-8' 28 9'-T 26 22'-2" 32 1 10'-3' 28 12'-1" 29 11'-10 29 G 9'-2" 27 G 20'�' 34 1 1 10'-2' 26 i 1'-1 28 11'8' 27 9'-1" 28 20'-8" 32 1 28 G 11'-2' 29 G 1'-0" 29 G e'.9" 27 G -4' 33 J 6, 9'8' 28 11'•1" 27 11'0' 27 8'-9' 25 19'-3" 31 H 9'-0- 27 G 10'4' 10'-3" 28 G 8'-4' 27 G 1T-4' 32 J g 9-0" 28 G 10'6` �2�7 10'-4' 27 8'-4" 2S 17'8" 30 H 27 9'•6" 9'-9" 28 G B'-1" Z7 G 16'-4" 32 I 10' 8'7' ,26 G 9'6' 26 G 9`-10" 26 8'-1' 26 1 B'-7" 30 8'-1" 28 8'-11" 28 9'•3' 28 G r-9` 28 G 15'-7" 32 1 1 I 8'2' 27 G / 9'-1" 27 G 9'•4' 27 T-10" 27 15'-10' 30 G T-8` 29 8'-7- 29 -10' 29 G �' 29 G 14'�" 31 �} 12' 7' 10` 26 G B'-9" 28 G 9`-0' 28 T-7" 28 14'-7 29 G 7'1' 29 7'•11" 29 6' 29 A+ 7'-1" 29 G 13'-8" 31 H 13, T-T' 28 ' e'-1" 211 G 8'-8` 2 ' 28 G 14'-0' 29 G 30 H r- " 30 i T-2' Y B'. " 3O H 1 '-2^ 31 H �13 FOOTNOTE: 'SAMPLE' POOTUFG SKMIY REPRESENTS LENGTH OF THE MAXIMUM COLUMN SPACING ON M97NO EACH SIDE AND DEPTH OF CUB0 FOOTING WM4MjT SLAB, THE SMALLER OF THE M"YAUM SPACINO SH INDICATES EXPOSURE B� WT1>ERE SLAG OCCURS,CUBED FOOTWC SIZE COLUAW OR THE MAXIMUM POST SPACJNO SH Ex MAY RE REDUCED F EACH SIDE FOR FR EESTANOINO ONLY. CZLECT£D BEAM. !3 !13 FIOURE INDICATES EXPOSURE C SEE ALTE T'N RNA F003 TABL:S ��� WHERE ONLY ONE FIDURE SHOWN INDICATES Ems.B 6 C. 5 K- '0 F C R ATT A S H ED 6 FRE E 37ANC.40 CCVE RS 3AT 0Y'eN. TOM CAMPBELL d ASSOCIATES,INC. llv�LOAD- PATIO COVER SYSTEM AS MFG.BY: L ew al BS ZCALDATEE:NONE COWM RCIAL AND RVICD£NTIAI•BTRUCTUPA RNaMEFYla O 10.20 630 W DURAI U I PRODUCTS,INC. awe:NONE nAHcrla cur�u+oNaA G F7EYIBfD BY: IB611711-1f07 ;DLATTAUPH p0I1u041to1�H i1616t-70YS FA)(103SA[�iMdEMo,CA BSt2B gMEf 160E 33 10# L.L. 90 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C r DBL.2 3 x8 BEAMB�M/ DBL. 3"x$"x.042" BEAM 3"xB" REAM wliNSERT DBL. 3"x8" BEAM NWCOL MAXPasT MAX POST MAX POST EACH w/A3"x8"ST!_. [NSERT _ POS MAX PAST SPACING 9PAC!NG SPACING FYG. MIN, FTG MIN, SPACING FTCT POST . MIN. FTG. MtN• SPACING FTOPOST , MIN. p MIN,POST 8l^CPQ9GT Fr MIN FTC;. MIN. aN 8 AS k 2'n9 S�D52 FOER 3x 8' (IN.) 71?E PCs IN') TYPE (SPAN) rN,) P�OPS� (IN.) TYPE (SPAN) (IN TYPE (IN) TYPE (SPAN) (IN.) TYPE (IN') TYPE 5' 13'-7" 9'-10" 10'-2" 22 14'-2' 25 21'-1' 28 29'-8" 32 9'-0' 23 B t2'-7" 28 B 18'-7" 30 B 26'-2" 33 C 5' 9''1" 8'3. 23 13'-011' 2 27 B 1 -0" 2931 B 27'-2' 33 6' 11'4" 8'-0" 8'2' 24 B 7' g-8" 8 a` 8-7" 24 12'-1" 28 1 T-1 " 30 25'-2'-1 a- �34 T 6' T 2 B 1 C'8" 28 S 15'-9' 31 B 22'-2' 35 C 7 $, 81 V" T-i0' 0' 8'-1"T-1 2 25 B 11''31 D'-0' 2 28 g 1 a's4-9 3132 B 23'7" 34 C 5, " YO e• 38 9` 7'-7" 7 �" 7'-7" 26 10'e" 28 B 15'•9" 31 B 72'-2" 35 E S' 6'-7' 6'-9" 26 B 9'4' 29 3'-10' 33 19'-7` 37 7'-1" T-3' 25 10'•2" 28 15'-0' 32 21'-1' 36 9'-0' 29' B 13'-2' 33 C 18'-r 37 E 10 9'-8" 29 14'-0' 32 20'-1' 3E 6'0' 8'•1' 27 B B'-7' 30 B 12'-T 34 C 17'-8" 30 F 11' 12' 5'-8" -8" 2$ 9'•3" 29 13 33 37 5' 10` 27 B 8'2" 30 B 12'-1' 34 C 1T-0" 38 F 12' t 3' 5'-2" 8 3" 6'4" 26 8' 10" 29 13' 33 18' 37 B 10' 31 B 11'-7' 36 G 1S'-3' 39 F 131 10# U. 90 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5, 10'�"1.r-2 9'7' 29 G 15'-8' 30 G 26'-3' 34 32'-3' 38 10` 3023-8" 35 30'-3" 38 `� 5s, 9'-18'-9' 28 G 14'-1" 29 G 24'-0' 33 29'-0' 35' T-10 29 G 13'-3" 30 H 21'-6' 34 J 2T 8" 37 J 6'7' 8'87'-iC" 27 G 13'•1' 28 22.9 0" 32� J 27' 3' 34J 77'-0" 28 C 12'-3' 3 G 25'8" 3881 T-7T-3' 28 G 12'-3" 28 20'-9" 32 ! 25'-7' 34 ,6'S" 28 G 11'-7' 29 G ' ' 24'-1" 35J $g( 7'2 $'-$" 28 G 11'-7" 27 19'-8" 31 I 24'2' 335'-1130H 10'-6' 28 G 1T-7- 33 J 22'-B' 35 J 910' 6'-T8'-3" 29G i 1'-0" 27 18'-8' 31 H 22'10" 33 S'-7' 3128 G 16'-8' 32 10'11' ! 6 35'9" 30 H 10'•" 27 1 9" 31 H 21 325'-4" 32 I 9'-6' 29 G3234 11'12' S'G" 9'-8" 28 1 1 30 H 20- 32 5'-0" G 153' 32 I 19'-0' 34 J 12'13' S'"� 5'4" 31 H 9'•3' 28 G 8'-4' 31 { 9 34'- ' 33 J 8'-9" 30 H 16'•2' 35 J 13' FOOTNOTE; 'SAA4PLE' FOOTING SHOWN REPRESENTS LENGTH OFWH 4 THE MAXIMUM COLUMN SPACING ON E)OBT1N6 BLAB WHERE SL ABO CURS,DEPM CUBEDOF EO F0071NO WfT710UT SLAB, THE SMALLER OF THE MMMUMSPACINO SHOWN IN OICATEB EXPOSURE B� WHERE SLAB OCCURS.CUBED FOa7IN0 Btu COLUMN ORTHE MAXIMUM POST SPACING SHOWN F � � � FIGURE INDICATES EXPOSURE C MAYBEREDUCED!'EACH SM&FOR FREESTANDING ONLY, SELECTED REAM BEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWM INDICATES EXP.B 8 C. SHY,ID FOR ATTACHIED41FREBTANOINGCOYERS N0.0 ' DiL1Wk 8Y:LN. TOM CAMPBELL&ASSOCLATES,IBC, nvmSTEM AS G, Y: NAP k4L•Eftf 15194 GATE 14A 1?m 12 COIU(ERRCUI AND RfST0ENTIAL MUCtLVLAL ENOWELR�a6 6T'AIYE Pu ❑URALUM PRODUCTS,INC. SCALE'NONE REVISED BY: RANCHO CUCAMONGA,CA("I)741-21D7 1 ISO MPH &M ALPINE AVE..SACAAMEV40.CA OWa (91�452-7Da1 FAx4oylel9.ologj&mk.ncar SHEET 170E 33 10# L.L. 100 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C 6,5"ROLL i 4" I-BEAM 4,5" 1 MAG GUTTER 3"MAG BEAMEAM SQ. STEEL BEAM 7" I-BEAM WAX.CNS CL- MA7CPOST �31 POST F-0 FTGACING . RN. FTG. MIN. MAX.PCST FTO, MIN. FTG. MIN. MAX.POSTFTG. MIN. FTO. MIN.FTG, MIN. FTG MIN, FTG. MIN. MIN. MAx POSTONASLA6* SPAN)CI G ('N'} TYPE . TYPE AN� jIN.} TYPE (Ih' TY� S(SPAN) ( } TYPE h"' TYPE s(SPANa TYPE ) POST (PACING (IN.) (IN.) f ) IN. ) ) (IN.) I!N. TYPE (SPAN} TYPE TYPE 10,-0" 24 B 12'-0' 25 11'-6" 25 9`-0' 23 20'-9" 30 8'9' 25 1 b'•7` ` 28 B 10'- ' 26 B 8'- " 24 B 1 " 32 B 6' 11'-4n 9'-1" 25 B 11`b' 26 B 10'-6" 28 B 8'-8" 24 B 18'- " 31 9'-9" 27 9`-3' 27 7'-9' 25 16'-9' 33 B 7' 9'-8" 8's'7 8" 2 26 B 10'•2' 27 9'8" 26 8'•1' 25 17'•8' 32 9'0" 28 B 8'- 28 B 7'•2" 26 B 15'7" 34 B 8' a' �" T-10" '28 9'-7' 27 9'-1' 27 T-7' 25 1B'6' 33 7'-0" 27 B 8'8" 29 B a'-i" 28 B 6'-9" 27 B 14'-7" 34 C' 9' 7'-T 7'6" 26 B 9'a" 28 B 8'-7^ 28 7'-2" 26 15'-7^ 34 27 8'-0" 29 7'-7" 29 B 8'4" 27 B 13'-9" 35 C' 10. 8' 9• 7-1' 27 B 8'-7" 29 B 8'-2' 28 B 6'-10' 27 14'-9" 34 8' 3' 28 7'-7' 30 T-2' 29 fi'-1" 28 B 13'-1" 36 C 1 1' 6'-2' 6'9" 27 8'-2' 29 T-9' 29 6'-7' 27 14'-1' 35 28 B 3" 30 B •10' 30 B 5'- " 28 B 12'-6" 36 C 6'6' 28 T-10' 29 B 7'-8' 29 B 8'-3` 27 B 13'-7" 35 C 12 5 8' 2g B 7'-0' 31 8'-7" 30 5-7` 29 12'-0" 37 13 5-2' 6 3" 28 T-7" 30 T-2' 29 6'-1" 28 13'-0" 38 C 5-7' 29 8 6'8' 31 B 8'-4" 31 B 5'-4" 29 B 11'-8" 37 E 10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5i 11`4' 29 G 12'-9" 30 N 13' 1" 30 H 9'•10" G 23'-10' 35 J 1 7' 30 H.' 2'-6' 31 1 12'-3" 31 9'-4' 21'•6" 36 '0'-4" 28 12'-2' 29 G 12'0" 29 G 9'-3" 21'•1" 34 6 29 G 11'•4' 31 H 11'-2" 31 H 8'-10" G 19'-8" 35 J j 7, 28 G 11`-3" 29 G 1 11'-2" 29 G 8'-9" G 19'-7" 33 J f 9' 0'.8- 30 H 10'4` 30 H 8'-4" 7'-8• 4q 6' ` 91-1' 27 10'-7" 28 10'8" 26 8'-6" 5T-7" 32 l 8'-0' 28 G 9'-5" 29 G 9`-9" 30 G B' 1" C7 9' 6'-T 27 9'8' 27 9'-10 28 8'-2" 16'-7" 32 8 0' 29 G 8'-11 29 G 9'-2" 29 G T 8" G 1b'6" 33 10, 8'-2" 28 G 9'-0° 28 G, 9'�" 28 T-9' 15'-9" 31 H j T-7' 3C 8'-2' 30 8' 9" 30 G T•3" G 14'-2. 32 I 11' 7' 9" 29 G ` 8'-8' 29 G 9'-0" 29 G 7'•8" G 16'-0" 31 H T-3" 30 H , 11 7'-9' 30 B'4' 30 H T-G` H 3' 32 1 12' T 6" 29 G 8'-0' 29 G 8'-7" 29 G T•2" G 13'-1 30 / T-0' 31 H 7'-5' 31 H 8'-0" 3i 6'8" H 12'•10 32 I 13' 32 7'-2" 30 G T-8' 30 G 8'-3' G 8'-10' G ITA' 31 H I 8'-11" 32 ! 7'8' 3 -6" I 1'-1 `0 ! 1 `a R��-110 6HO"REPR"a"LENGTH OF r THE M FOOTNOTE: 'SAMPLE' AXDAUM COLUMN SPACING ON"ST1NO / 1 -THE SMAU_ER OF THE (�{ RE WO MATES EXPOSURE B EAGf~'9!CE AHO C FF-}I OF C.,6EJ F00'4G V�fTtU^.It E;/.9. 1�NmAUM SAACfha CH N WHE 0.E SLAB OCCURS,CUHEO FOOT1Na SIZE COLUMN OR THE MAMMUM POST SPACINGSMA y f �`FiGURfi INDICATES E%P08URE C SEE L REDUCEER"Tr 6•EACH AZLME:FOR FR££9TANOiNO atilt'. SELECTED BS/NL }— C3 WHERE ONLY ONE FIGURE SHOWN 1NOICATI;(EXP.B 8 C. ' 9EE ALTERNATE F'001NO TAd LL9 1 r'> NO.C31 �' S HT.I FOR ATTAI;HEO 4:REES?ANLNNG COVERS pFLA EIY' TOM CAMP13EIL&ASSOCIATES,INO. \ G t OAo• PATIO COVER 9Y87 M AB MFG.sY: oATE:10.71R012 r � I''OT 31LAavd DURALUMPRODUM,INC. LtPA1C ERA 01 QS SCA,Z;NW G04QaE32C IAL MO RESIDFNTUI 6TTAICTl1RAL ENOINE6R1 , STANOINO ytuo. BM ALPINr AVE,&AAC.RAlA O,CA RUM R£vum BY; RANCHO CUCAAS QA CA ;W)1141a107 b 100►110NpH 1 �S2-?M1 FA%IPY1614 aom SHEET 18 OF 33 10# L.L. 100 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C DBL. 2"3 x8"xBQ82 .aEAM/ DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT D L. 3"x8" BEAM 5 MAx,co1 MAx.Pasr MAxPosr EACH w/A 3"x8"STL. INSERT MLN. MIN. MAX POST MIN. MIN. MAX.P03T MIN MIN. MAXPOST MIN. MIN, ON SOLA9* 2'd.L'ff.032 OSEAM 9' (Na TYPE N TYPE SPACING FTC. AN) I N) TYPE pos-1 POST (IN.) TYPE SPACING ��) �W) 7YPE FIN) PCST S(SPAN G SIN) POST (IN. POPE R F 5' 13'-7" 8'-10" 10'-2" 22 14'8" 31 H 19'-0' 29 26-,8 33 23 B 13'-6" 32 I 16 w 31 B 23'-6" 34 C 5' 69 11'-4" 8'-2" 9'-3" 23 13'-4" 30 H 17'-3" 30 24'-4" 34 7' ' B'-2' 24 B 12' 31 I '-3' 32 B 21'8' 35 C 8 7' g"g^ 7'-7" 8'-T 2b 12'8" f29 G 16'-1' 31 22'-7" 3fr- 5 6'-8' 7'7" 26 B 1 i'-7" 31 H 14'-2" 33 B 1 g'_10' 38 C 7' S' 8'-5" 7'-1' 8'-1' 24 11'-8' 29 G 15'-1` 32 21'-2" 38 B 8'-3` 7' 1" 25 B 10'-8" 3D H 13'-3' 38 B 18'FS" 37 E 9' T-7" 8-8" T-7" 25 i 1'-0" 29 14'-2' 33 20'-0T 7" 3838 E 9` 6'C. E'-9' 2fi B 9'-10 30 G 1 '8" 34 B 10' 6'-9" 6 4" 7-3" 25 10'-1" 28 13'8" 33 19'-0B�� 3739 E 10' 5'-8` 8'4` 28 8 9'•5" 30 G 1'-10" 35 C 1' 8,•2" 8' 1' 6'•10" 25 9'7' 29 G 12'- 34 16-1' 3 5'-4' 6'-1' 27 B 11" 30 H 11'4" 35 C 18'-0" 39 11' 12' 6'.g^ 5'-10" 6'-6" 28 9'-2' 29 G 1 34 1 - 35 5'2" 5'•1C' 27 B 8'•8" 31 H 0'-10" 36 C 15'-3" 40 F 12' 13' S-2" 5-8" 6.4" 26 8'-10" 30 H 11'-1 35 39 B 7'-11' 32 I 10'8' 38 C 14'-8" 40 F 13 10# L.L. 100 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5, 9.9" 9'-7" 29 G 16'-3' 24'-0" 35 30'8^ 37 J B'-1 0" 30 H 15'-0" 31 G 1'-1" 36 `� 28'-7" 39 K 5' 61 8'-8" 8'-9" 28 G 14'-10" 22'-0" 34 26'-0' 36 J T-9" 7'-10 29 G 13'8" 30 G ,V-3" 35 J 2fi'-1" 38 K $' 7, 7'-6' 7'-10" 27 G 131-8" 20'-4` 34 26'-0" 36 7'-2" 7'-0" 28 G i2'-8" 30 G 7'-10 35 J 4'-2" 37 J 7' 8' 7'•3" 7'-3" 28 G 12'-1 19'-1" 33 24'-3" 35 8'6" 6'•6" 29 G 1`-10" 29 { 6'6" 32 J zz'-10" 38 J B' 6'-7" 6'-8" 26 G 12'-1" 9 29 18'-0" 32 22'-1 35 6'•1" 5' 11 30 H 1 i'-2" rJ i 5' 9" 33 20'-7' 36 8 10, 6'•3' 6'-3" 29 G 11'6" iT-1" 32 I 21'-0' 34 J 10' 5'-7" 5'-7" 31 H i0'-7" 28 G 15'-0• 33 J 19'-7' 35 I ill 5'9" 5' 9' 30 H 10'•1 i" 1 -3" 32 I -0" 33 J 11 5 A '-4" 32 I 10'-1" 26 G 14'3' 33 J 16'-8" 35 ( 12, 5'-6" 5'-8' 31 H 10'-6' 1 -7 31 H 19- J 4'-11" 5'0" 33 J 9'-8' 29 G 13'8' 32 I 17'-2' 35 I 12' 13, 5'-1' S'-4" 31 H 10'-i' 4'-9" ial 4'-9' 33 J 9'-3" 29 H H f 10 18 8' 36 J 13' Nit �O �NN FOOTNOTE: 'SAMPLE' FDOT.N6 BROWN N£PRFBEXTE LHNDTH CF k Tl!ENA)(;MJM CRLUKN SPAC N3ON EXLgmD EACH SLOE AND DEPTH OF CUBED FOOTING MhOUT SLAB. THE SMALLER OF THE MAXIMWA SPACINGS E INDICATES EXPOSURE B--[� WHIiA58LASO000RS,CUBE DFOO'RNGSIZE COLUMN OR THE MAXIMUM POSTSPACINGS� F15UREINOICATESEXPOSURE C MAY BE REDUCED r EACH SIDE FOR FREESTARD.TJD ONLY SSL6CTED SfiAAC 1o.C3 BEE ALTEFWATC FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP,a a C. SHY,50 FORATTACHEDB FREESTANDWO CDVVRB EXP.03/31/13 OPAYM SY:F R TOM CAMnF-LL a ASSOCIATES.INC. so- u 0• ATIO 9Y TEM FG.BY: UPMO ER.Y oscs DJ17E f 0/9=12 COI�ACIAL AND Mamwml SMXTURAL FNG9�EFR'NG 20 a s0 pd DURALUM PRODUCTS,INC. SCALE RMSEffy: \ TT , ffowz WIND. BZ9 ALPINE AVE,SACRAMENTO.CA 95= REVfSED BY: RANCHO CVCAMONtU�G lesll T�1-7101 Ip 912000a 110 HPH L91041240V FAX 403-1619 xur.hm.m" 9H[E7 19 OF3$ 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C >= 6,5'RROLLFOORMM 1 4" I-BEAM 4.5"I MAG GUTTER 3" SQ. STEEL BEAM 7" €-BEAM �a MAX.COL MAX POST• MIN. MAX-PCST FIG. PTO. MAXPCST �iG. FTC, MAXPOST Ff0 PTO. FTG FTG MIN. SPACING $PAGNG POST '' PpNST SPACING ! POST P057 SPACING MIN. M.IN. MIN, MfN, MAXP09T MIN. ON SLA$ti (SPAN) ('N,} TYPE (IN,} TYPE ($PAN) IIN.J TYPE (IN.) TYPE (SPANJ (IN POST TYPE (IN.) !POST SPACING (IN:} TypE (IN.) TPOST YPE SPACING (IN') POST (IN.} POPE 5' 13'-T" y 128 B 10'-10' 26 B 10'-4' 26 B'4' B 24 B 18'-1 " 31 8'-0" '.8" 27 9'-2' 27 7' 25 8-8 33 B 6' 11'-4' 8'-3" 10'-0" 27 9'-6' 27 B'-0' 25 17'-3' 32 T 3" B 8'-9" 28 B 8'4" 28 B T-1" 26 B 16'-3" 34 B T g'-8^ 7 8' B 9'-3" I 28 B 8' 10" 27 B T-a' 26 B 16'-0" 33 B fi-9' 8- ' 29 7'-9" 29 6'-7' 27 14'-2" 35 8' 8'-8■ 7'-2' B 8'8' 2B 8'•3" 28 8 T•o" 26 B 15'-0' 34 C 6'4' 7'8' 30 B T Y 29 6'-2- 28 13'-3" 36 9' 7'-7" 6'-9. 27 8'-2" 29 T-9" 28 6'-7" 27 14'-2" 36 6'-0' 2B g 7'- ' 30 B 8'-10' 30 B 5'-9' 28 B i2'-8" 38 C 10' 6' S" il. -0" 28 T-9' 29 7'-' 29 6'2` 27 13'-6" 35 C 5-8" 29 B 8'-10' 31 B 6'-T 30 B 5'-8' 29 B 1'-10" 37 11' 6'-2" 2" 28 7'•8' 30 7'-1" 29 6'-0" 28 12'-10" 38 5'-6" 29 B 8'-7' 31 B 6'-3" 31 B5'.3' 29 B ` 38 C 12' 5'-8' 10` 29B - 30 B 6-9 30 B 6'-8" 28 B 12'-3' 3g C 5'-3' 30 8'-3' 32 6'•1" 31 5'-1` 30 0'-10"13' S'-2" 8^ 29 B'-10' 31 6'-T' 30 5'-0' 29 11'-9" 37 C 5'-1" 30 B 6' 1' 32 B 5'-9` 32 B 4'-10" 30 B 10, -8' 39 E 10# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5, 10'-9' 30 H 13'-1' 31 H 11H31 H 9'-8" 28 G 21'-1 38 J 31 11'8" 32 J '-7" 32 J 9'-1" 30 H 20'-2' 38 6' 9-10" 29 G 11'-7' 30 H 30 H 9'-0" 28 G 20'-0" 35 9'2" 31 H 10'8' 32 1 '-T 32 ! 8'8" 30 H 18'-6" 37 7' 9--2" 29 G 10'-8" 30 G 30 G 81-6" 28 18'•7" 34 8'-6" 36 H 9' 31 H '9` 31 H 8'-1' 30 G 8'6' 8'-7" 28 9'-7^ 29 G 29 G 8'-2' 28 G 18'-8" 33 J $ y G 8'-11 30 H '-2" 3', H T-8" 29 15'$' 35 9 9'0' 28 G 2E G 7'-10• 28 © 15'-9" 33 7'•T 30 H 8'5^ 30 H $' 30 H T-3" 30 H 1" 34 1�, 7' 9 2A 'G 8'-7' 29 29 GT-8' 29 G 14'-8" 32 1 7'-2• 3`: H7'-0" 31 H '-3' 31 H 8'-10` 31 H 13' 34 J 7'-4' 30 H T-11" 30 3D H T-1" 30 H3 6'-10" 32 k T 4" 32 1 -10" 32 I 6'-7" 32 f 12'•3" 3312, 31 H T-7" 31 H 31 H 6'-9' 31 i3'-2' 32 I 8'-7" 33 I 6'-9' 33 J - 33 J e'4" 33 J 1'9" 33 J 13' 6'9' 3' N T-3" 31 N " H 8-7 31 H 12'-2' 32 H 8'-3' 33 J •3' 8'-1' 33 J 1 '-3" 34 J � N 1�i_0�7�: EB FW 1 .SHOWN REPREWM LENOTH OF •THE MAXIMUM C➢I.UMN NO SPAC ON EXISTING FOOTNOTE; "SAMPLE' N➢ICAT>=8 ExF'OSUIiE:$PACH SIC E AND DEPTH OF CUBED FOOTING WITHOUT S'.AB. THE SMALLER OF THE MkXWUM SPACNO BNOM W .r1 HERE SLAB OCCURS,CUBED FOOTING SIZE COLUMN DR THE MAXIMUM POST SPACING 8H0Y/lf fi /�+ FIGURE INDICATES EXPOSURE C MAY BE REDUCED It•EACH SIDE FOR FREESTANONG ONLY. RELECTEDBEAM. J F EEALTT Wr1'FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES a".9 d C. B .14, SHT.10 FOR ATTACHED d FREESTANDING COVERS 1� o.C3 9 xi DRAM SY: TOM CAMPSELL A ASSOCIATES,INC. " PATIO COVER SYSTEM AS MFG.BY: iMUO ER/Ci4� DATE 1A91,7012 v,L ACnro TABU ]O pr1 DIJRALUM PRODUCTS,INC. SCALE:" couuERc AND RE9 t0ETITA+L STRUCTURAL CSLIFi/.L IIH('1.NESL'NO ` D4NG AMMO= exo ALPINE AVE.,SACRAMEWD, Aglas REVOED 9Y- WWCiO CUCAMO NIk C1 ;9OII T41_2' \T alto awR ofe 4a�-1m1 fAx 4m.lsto �,,,,, SHEET 20 OF33 10# L,L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP, S & C z ael.2°388�xB.0E32" BEAM/ pgL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM MAX.COL. MAxP7N :SPAC1"N9Cj3r Por 1+41XP(7sT EACH w/A 3"x8'STL, INSERT SPAG'NC SPAC3. 7G, MIN. FTG MIN. MIN. MIN. MAXPOST MIN. MIN. MAx.POST M!N MIN POST POST SPACING FTG. FTfl SPACING FTC. FTG ON 9 48w S'YAM (IN.) TYPE ,IN.) TYPE ;SPEW) (IN.) TYFE (IN.)POST P7YPE {SPAN) (IN.) POST {IN.) TPOST YPE SPACING I NC POST fNG' POST TYPE TYPL b' 13'-7° 8'-1 T T" 10'91-0" 2 23 B 11'-71d-0" 2 2e B 17'15�-2' 3 32 B 24'-21 4" 34 B C 5 6' 1 VA" 7'-6' 9-3^ E3 10'-8'9 d' 28 B 15'-3- 0 3133 B 22 1' -8 3 37 C 6' 24 B 7' 9`-8° 6` 1 8"-1 8'-7" 1 2425 B 9'-108-r 2830 B 14'-2^ 0" 32 B 20'-6 B-1` 3 38 '+ T 8 6. " 8.1^ 8 8-6" 24 9-3"8'2" 29 0 B 13'-8" 33 19'-2" 37 C 25 B 12'-1 34 g iT-0" 39 E 8 9' 7'-7" 6-1" T-7' 26 8'-9' 5'•4" fi' 9" 28 B 30 12'-1 34 8 18'-1 3g 10' 6'-9" 5'I 'T-3" 7-8 31 B 11'�' 35 C 16'-0" 39 E 9 25 8'-3" 30 12'-3" 34 17'-2' 38 E 5-2 6'4' 26 g T�• 32 B iQ'-9' 36 C 15'•2' 40 F 10' 1 1' 6'-2' S'-� 6'-10' 25 7'-10' 31 1 i-8" 35 39 5.0" 6-1' 4 27 B 7'•0" 32' B 10'-3" 36 C 14'6' 41 F 11' 12' 5'-8" 5 4" 8'S" 26 7'-7" 31 11'- 35 1 , " A'•9' 5'-10- 27 B 8 40 6'-8' 32 9'-10' 37 C 3'-10" 41 F 12' 5'-2` 6'4" 26 T-3" 31 1019, 38 15- 40 13 5-2" 4'_7• 5'e" 28 B 6'-6" 33 B 9'6' 37 C 13'-4" 42 F 13' 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 6, 8'-11" 9'-7' 29 {, 14'-0" 32 I 21'-9" 36 v 29'-1" 39 8'•3" -10" 30 H 2'-10 33 J 19'-T 37 27'-0" 41 K 5' 64 8'-2" 81-9" 28 G 12'-9' 31 H 19'-1 " 35 2fi'-7" 38 J T 4" 7'-10 29 G 11'-9' 33 J 17'-6' 36 J 24'-8" 40 K 6' T T-4" 7'-10' 27 G 31 H 18'-6" 34 37 J 6'-7" T-0" 28 G 10'.7- 32 r I 16'-2' 35 22'-9" 39 K 7' B' 6'-8' 7'3' 28 G 10'8' 30 G 1T-3' 34 29 G 9' 1 Q' 31 H 15'2" 35 J PO" 3B38 8' 9' 8'-3" 6'•8" 26 G 10'-1' 29 G 16'-3' 33 35 5'-7' 6'-11 30 H 9'-3" 31 Fi 14'-4' 34 37 J 9 10' 6'•3' 29 G 9'-7' 29 G 151-6 33 35 6'-4' 31 H 13'-7' 34 37 10, -8' 30 H 9'-1" 30 H 14'- ' 32 ! 19 4'-10" 5'4" 32 I 6'-1` 32 I i 3'-0' 34 J 1 T-0" 37 J 11' 2, 31 H B'-9' 31 H - I 18- 3 4'-8" 5'-0" 33 J 7'-10" 33 J 12'-6' 34 J 18'-2" 37 12` 13' 4-10" 5'-4" 31 H 8'-1" 31 H 4'-5" 4'-9" 33 J 7'-5" 33 J I J -15'-7" 3 38 13, FANG SHOWN REPRE9"M8 LENGTH OF +THE MAXIMUM COLOAN SPACL40ON EXSTWG FOOTNOTE: 'SAMI EACH SIDE AND DEPTH OF CUBED POCTi40 WITHOUT sLA13. THE 8MALLER OF THE MAXIMUM SPACINO SHo,^I 34CATES EXPO S URE B� WHERE B1AE OCCURS,CUBED FOOTING S2E COLUTAN OR THE MAXUAUM POST SPACING SHOWNFIGURE INDICATES EXPC79URE C MAYBE REDUCED V EACH a?Dr FOR FRE fSTAND NO CKy. 5V f CTED aE M Iv O.C3794 FIGURE SHE ALTQRTE FOOMN3-ABIES WHERE ONLY ONE SHOWN INDICATES EXP.B d C SHT, NA 10 FOR ATTACHED IFRPPSTANON000VMS EXP.03/31/13 i mt`1 TOM C"PEELL 6 ASSOCIATES,INC. A G.S : E ERs0iP5 SCALE. t2 CO►MERC>wANORSSDEHTULLSTRL'CTLRALENDWEEAINO TABLY 00;; RURALUM PRODUCTS,INC. SCALE:NOI:E _ ApVIQgD BY: RANC3f0 CUG1AgN0A,CA(8S1J 1�1410T TO 1� mi 11 11.1 f ab7-7'QIf FAic�m.t610 4aao„�kmm*m SHEET 27 OF 33 20# L.L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B M& C 6.5MR0 BEAMM / 4" I-BEAM 4.5" / MAG GUTTER 3" SQ. STEEL BEAM 7" I-BEAM aq MAX COL MAX POST F•G MIN, MIN. MAKPM797 SPACING SPACING IN POST POST SPACING �G' POST O' POST MAX-POST FTG• MIN. IF70 MIN, SPACING p.t.G MIN. FTG MIN. MAXPOS7 MIN. MIN. ON SIRS {SPAN) { 1 TYPE (IN.) 'TYPE (SPAN) nN) 1YPE (IN.) TYPE (SPAN) {IN.1 TPOST ypE (IN.) POST SPACING MN. POST POST SPACING F7Q POST tea' POST TYPE (SPAN) ( ) T1PE (IN.) TYPE {SPANI ON') TYPE SIN.) TYPE 5' 13'-7' 9' 1- 25 10'-1 . 8'-0" 1 26 B 9 8" /�2627 B 10'88-B" 2 27 B 8'-4" " 24 B 18'-1 " 31 6' 1. �^ 25 9'-7' 7 9'-9' 27 8'-0' -8 2525 16'-8' 8 33 C 7 3' 27 B 8'-9' 28 B g'8' 28 B 7'-1• 28 B 15'-3" 3 34 C 28 8'-11" 27 9'-1"7 9-S' 6 9. 27 B 8'-2" 29 B g'-1• 2828 B 7-4' 28 B 16'-a" 33 E L8L 8' j7'-2" 27 e'0" 28 8'-7" 8'•T 27 14'-2" 35 C 6'�" 28 B 7'$' 30 B 7'-7" 28 B T-0' 26 13'-10" 33 9. 30 6'-2" 28 B 12'-9" 35 E g' T- -27 T 7' '28 T-1' 29 6'-T 27 B 13'-2" 34 F 28 B T-0" 30 B 30 B 5'-9' 28 12'-1" 36 9 -0" 28 6'-11" 2B T 8 29 6'-2' 27 12'-1' 34 29T30 6'-9" 31 5'.6^ 29 B 11-1 36 F 2. / 28 6'8" 29 T•3" t306'-0"5'e' 29 8 ). 31 6'8" 5'-3- 2829 B 11 60-7" 3 37F 12' 5'-8" 5-1 3" 23o B 6'-1'S-9" 31 6 7 8'-2' 5'-851" 2830 B 10'-77"$" 3F 3713' S`-2" 29 B 5'-10' 29 C 8'-9" 5'8" 5' 1. 30 -5 31 8' ' 4`-10" 2930 B 10, 1" 3 37 F 20# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP, B & C 5' 9' 3" 29 G 11'-2" 30 H 10'-8" 30 G B'-7" 2B 18'-6' 35 B'•9' 30 H 10'-7" 32 I 10'-1' 31 H 8'-3" 30 G 18'-4" 37 `� 6, 8'6" 28 G 10'-3' 29 G 9'-9' 29 G B'-1" 28 1T-9' 34 8'•1" 30 9 31 H ' H 7'-9° 29 G 7 I Il 10' 27 G 9'8' 29 G f�2 G H 7'-7" 27 G 16'-8' 33 J T 8" 29 0" 30 H S' T-4' 28 8'•10' 28 7'-2' 20 5'-7" 35 1 T•0' 29 G 8'-6- 28 T-1' 28 G 15'-4" 33 J 8'-6' 30 H 8'-1' 30 G 8'-9" 29 14'-7" 34 9' T-G' 28 G 8'•4' 28 H 8'-1` 28 8'-8" 28 G 14'-T 32 I 6`-T 36 H 8' 30 T-T 30 H B'�' 30 H 13'-9" 34 J 10, 8'8' 29 G 8'-0` 29 T-8" 29 6'-4" 29 G 13-9" 32 I 8'-3' 31 H T-7" 31 H T-2" 31 H 6'-1" 31 H 13'-1- 33 J 11' 8'4" 30 17 T 8' 30 h T-3' 30 H 6'-1" 30 H 131.2` 31 1 6-0' 32 I 7'•3" 3i 1 B'-1 32 1 5'_g• 32 1 2'6• 33 J 12• 6-1" 31 H T4' 31 H" 7'-0" 31 H 5'-i 0' 31 H 12'8" 31 I 5'•9 33 J T'-0' 33 J fi'-7' 33 5'-7" 33 J 11'-7" 33 J 13' 5' 10" 31 H T-1" 31 H 6'-9' r AC -8" 31 H 12�2' 3I T 33 J 8'-5" 33 J 5'4" 33 J J hpTfi; ,''Q � ``� FOOTNOTE: 'SAMPLE' FOOT;N0 SHOWN RURESENIS LENGTH OP r TKE MAXIMUM[•OI LLUN EPACJNG ON EXISTING 14 �[ EACR S:DE AND DEPTH OF CUBED FO07',NG'MTf+CUr SLAB. THE SMALLER OF THE WXWUM SPACWO EHOYN OU INDICATES EXPOSURE B u WHERE$-AB OCCURS,CUBED FOG,T'.N 0 92E -'OLU4AN CR THE A1AX V,11,1 POST SPALINO JiH�YA E FIGURE INDICATE6 EXPOSURE C MAY BE REOUALTERNATE G EACHrWo SIDE FOR FRg£STAN07N0 ONLY, BElECTEL7 BEAA1. , EXP,03/ 1 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B ML C. SEE ALTERNATE FOOTING TABLES ' SHT.10 FOR A"TA.CHEO A FREFSTAND'.N0 COYLR9 DRAM BY:E.H. TOM CAMPBELL 6 ASSOCIATES,INC. •LOAD• PATSO COVER SYSTEM AS MFG.BY: uFUD Ew ants DATE taotsau J�f r"04E COUME1iCLAL AND RSS*EKTI L STRUCTURAL FNGINEE aNa a,�16 s0pr DURALUM PRODUCTS,INC. HOR2 W ND REV'SFD SY: RANCtIOCU U+RONcuI CA R711111.1tT7 ,,�LATT� 90,100►1t0 MPH a�G LKNE f2�r �,u�7°� SHEET 220E 33 20# L.L. 110 MPH - ATTACHED SOLID COVERS 12'OR LESS EXP. B & C DBL. 2° "x8"BEAM / DBL. 3"x8"x.042" BEAM 3"x8" BEAM w/INSERT D L, 3"x8" BEAM z 3"x8"BEAM EACH w/A 3"x8"STL, INSERT MAX COL MAX POST MAX.POS iJ MAKPOST SPACING SPACING SPACING FTG. MIN, Fro MIN. SPACING FTO. MIN. FTG. MIN. pAACPING FiO. MIN, Fro_ MIN. MAX.POST F o MIN. FTQ. PCs MIN QN SLA9 r FOR OBL FOR 3'x 8' POST POST POST P03T POST POST SPACING 2x6,5'1�0 BEAM (IN.) TYPE (IN.) TYPE (SPAN) ;IN.} Tl tiE {!N.) TYPE (SPAN) (IN.) (IN.} IN. POST Typ TYPE TYPE (SPAN) ( J TYPE (IN.) TYPE " T-5` 7'-11• 24 12'-0" 27 t* - 4'-4' ' 30 C 25'-1" 34 5 13-7 T 1• T'5" 26 B 11'-4" 29 B8'2" 32 B 21'-4' 37 E6' 11'4" T-3` 24 1"-0" 2 " 31` 8'-8' B 10'-0" 29 B '-10" 33 C19'-6" 37 F 6' 7' 9'8" 25 9'g' 28 -10" 3133 C 20'-6" 36F 76'•1" 26 B 9'-0" B18'-1" 3B ' 8' 8�" 5-8"5 0" 5.1 5'-8 2 2T B 9'-2" 29 32 19'-2' 37 g+ B'-5' 31 B '-1" 34 C ' 399' 7' 7" 5' G" 5fi" 25 e' S` 29 32 18'B 7'-11• 31 '10' 6'-9" 4'-9" 6'-1 26 g 7'-1 i` 30 B 33384'4' 4'-9" 27 T-5" 32 '-9' 35E 15' ' F ib'4"4- 4'-10- 26 7'-7' 30 33 F 1 -9- 3i127 B 8'-t i' 32 C '-3` 35 E 14'-8' 41 F ' 12' 5'-8" 4'-1' 4'-6" 26 T-3" 31 ;'43 1 1, 3 411228 B 8'-8" 32 C -10. F 13' 5'-2" 3-11' 4'-4" 27 6'-9" 31 14'-03'-4` 3 42 F 133 6", 1" 28 B 6'-4' 33 C '6" F ` 20# L.L. 110 MPH - FREESTANDING SOLID COVERS 12'OR LESS EXP. B & C 51 8'4" 8'-8' 28 12'-0' 27 H 20'-3" 35 24'-1 37 EK 30 G i1'-3' 29 I 19'-2' 37 23'-6' 395' g, T-8" T-9- 27 G 10'-10• 28 H 18'-6' 34 T 2" 7'-4" 29 i0'- 29 1 17'-8' 36 J 22 2V-6" 3 38 81 7' T-3" 27 10'-2" 28 G 17'-2" 34 21 19 10 3 377 8'-8" " 28 G 9'-r 30 H 1 '-2" 36 ` -9" 28 9'-8' 29 19'-9' 35 61-61 28 G 9'-4- 31 H 16-15%2" 3335 18'-8' 378 g+ 6'-3" 6'�4' 28 G 9'-0" 29 15'-2" 33 181-8" 34 30 H 8'8' 31 H t4'a' 34 17' 7' 389 10' S-9" 61•1' 29 G 8'-8' 30 H 14'�4' 32 17'-8" 34 8'-1' 32 t3'-7' 34 J 18'8' 3810'30 H 8'•2' 30 H 13• ' 3 16-53" 3- ! T-8" 32 I 13'-0" 34 J 18'-0" 36 12' 6-1' 5'-7" 31 H 7'-9' 31 H 3'- 1 _' " ' " TES• 32 J 12'6' 34 J 15'-3" 36 12' 13' 4.9' 5'-4" 31 H T-6- 31 H ( 6'-7'-4" 4'8" 33 J T-1' 33 J " J 14'8' 37 `b `'% FOOTNOTE: 'SAMPLE' F00T1N0 SHOWN REPRESENTS LENGTH OF *THE MAXIMUM COLUMN SPACING ON EXISTING B EACH 810E AND DEPTH OF CUBED FOOTING WITHOUT SLAB, THZ SMAIlER Of: ,W THE WAX)O aFAMG SN IN X E INDICATES EXPOSURE MAAYB RFDUC SLAII OCCURS,CHH&D6 R FREESTANDING ONLY. S¢�L EUC7EMN�BPTMAME MAXIMUM TSPACWOS ��. 11QURE INDICATES E)LPOSURE C 86E ALTERNATE FOOTING TARLSS YK wHEM ONLY ONE FIGURE 6HOWN INDICATES EXP.8 8 C. SNT.10 FOR ATTACHED&FREESTANDING COVERS EXP.03131/13 DRAWN BY:E.N. TOM CAAMP9ELL a ASSOCIATES.INC. LOAD• o MFG, UPMO CRA at00 �1 OE1z COMMERCLALAND RESIDENTIAL STRUCTTIRM.FNOIxEERIN ,2Dt SO P31 DURALUM PRODUCTS,INC. R CA 9VISED SY: RANCHO CUMCNQA CA(031)741.2107 Vim 10 ZM9 ALPINE AVE,BACRALIENTO,CA O5E26 10 R 00,100 s 110 MPH (016)A62.7021 FAXA07.1E10 nh.Q-dunhrn.wm SHEET 23 QF 3$ 30# L.L. 110 MPH - ATTACHED SOLID COVERS 12` OR LESS EXP. B 8� C r 6,5" AG BEAM / 4 -BEAM 4.5" /MAG GUTTER 3" SQ, STEEL BEAM 7" I-BEAM �z MAG BEAM #VAX.COL. MA-Pt?ST FTQ hAW. FTa. MIN, MAX.POST MIN, ��INPOST MIN, MAX POST SPACING SPAGNG (IN) PO5T (IN.} POST SPACINGG. POST SPACING FTG• MIN, FTG MIN, MAX-POST FTd MIN, FTO MIN. MAICPOST ON SLAB* (SPAN) TYPE TYPE (SPAN) ( ) TYPE TYPE (SPAN) (IN.) 7P103 (IN.) POST SPACING (IN.) POST (!N,) POST SPACING �• MIN. FTO. MIN " $'-3' TYPE (SPAN) TYPE TYPE (SPAN) ( ) POST (IN') TYPE 5 13'-7 /�2*4B9 3 25 B 9'8' 26 T 8" 18 B 1 -10C 8' 10' 27 8-10• 27 7-0" 20 5'4` 32 E 6' 11'-4" rT-0" 227JB ' 9" 2627 B B'3' 12 25 B T-0' 19 14'-2" 30 8-0 27 6'.8" 21 B 13'-7" 32 E 7' 9 8" T-1 2 273, 2628 B 7'•9T-2" 2 28 B $ 8" 19 B 8' 8' 6" 6'-7" 28 ` 2B r-0" 6 4` 22 12'-1' 33 F 6'�` 28 '-T28 C 8.g" 28 B 5'-11` 20 i 1'-9" 319 7" 6'3" 27 27 8'8' 2728 B 5'-7. ' 22 B 1i'3" 34 F 28 '1" 29 �' 6'-i" 27 C 5'-1• 223B 11'2"_3" 323A F 10' 6`3" 6-027 27 6'-0`5-8. 29 '8' 29C' 5'-10- 2 29 (; iL� 2B 10'-2' 321, 6z" 4'•10" 23 g'8" 34R 27 27 5'.9,5-6" 29 C 28 4' 14 2124 B 9'8" F '-2" 29 5'�' 29 C 8'-1 " 3512' 5'8" ` 28 27 T-4" 28 4-8' " 30 '-11' 29 �' S'Q" 29 C q'4" 2 24 B 8 118�" 3335 F 13' S' 2 S'1" 2830 C 4' 1 2A C 6'-1' 2B 4'-4" 22 6 8'-7' 33 7' 29 4'-9' 30 C 4'-2" 24 C r-10` 35 F 30# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B & C 5' 8'-3 7' 14-2829 �, 10'-0' 29 G 9'8" 29 G 8'-0" 2g13'.3" 34 , / 8'-7' 31 H 9'-1' 30 H r-7• 29 G16'�" 36 `� 8' T-7' 27 G 9'-1' 29 G 8'8' 28 T-3' 27 G9' 33 J 7'-3' 29 B'-9" 30 H 8'-0` 30 H T-0' 2815'-i" 357.C" 27 B'-8' 2828 G 6'-9" 3 1 30 H9 8'8' 228 G '0" 34 J8' 6"7 •312829 G yl B-0 28H 7T 3' 282g H 6'�' 28 G ' 32 1 B G T 8" 2B T-2" 28 8 8" 293'-1' 33J 8'-0" 28 G " 3130 H30 H 10' 30 H 5'-9" 30 H2'4 33 10' 29 H -2' 29 6'9" 29 5'8" 29 G ' 31 1 31 H 8'8' 31 H5'-8' 31 H1'•9" 33 J 3C H ti &'-9" 3C H 8'8" 30 ' 30 H ' 31 5'-4' 32 I 6'-8' 32 I 6'2" 32 ! 5'-2" 32 f 8 31 H 6'-7" 31 H 6'3" 31H 5'3` 31 H '2" 313212 ' 33 J 6'-3" 3333 J 5'-0' 33 J0'-9' 3331 H 6'�' 31 N 8'-0" $'1" 31 H ' 31 33 J 8`•C" 33 J '-8' 3 A 4'•9' 33 J () 4" 33 `1 FOOTNOTE: 'SAMPLE' F OOT1.40 SHC'fi'H REP3tE 8t1fTS I.ENOT}{OF •71E AkWftf�{UM COLUMN BPACp(0 ON EJt7S',iNO 9+' �'``� EACH BIDE AND DEPTH OF CJBED FOOTING"THOt1T SLAB. THE SMALLER OF THE IAkXW rM SPACING SHOWIn INDICATES EXPOSURE B WHERE BLAB OCCURS,CUBED FOOITNG 312! COI UMN OR THE MAxIMLIhI POST SPACING FD FIOURE INDICATES EXPOSURE C MAY BE REDUCED S-EACH sor.FOR FREE&TAND*4G ONLY. SELECTED BEAM, �0 r3y Q ,/� SEE ALTERNA76 FOCFrN0 TABLES �{ V f U }il WHERE ONLY ONE FIGURE SHOWN INDICATES EXP,B a C. SHT.10 FOR A-TACHPO a FREES'TANOR G COVERS EXP.03/31113 DRAWN 8y'EH TOM CAMPSE,-L 3 ASSOCIATES,INC. � SOUD LOAD, PATIO COVER SYSTEM AS MFG.BY: 1APAAO ERA olds SCAJ. I h!1NT 7 .y ��sO„�5T u ENOmEMNE3 O T� a70 pd OURALUM PRODUCTS,INC. SCATSE h BY- - WWD. 82M N.A1NE Avr_SACRANHMU,G 96A26 a>vlsEnBr RANCHocuusAONa&G{aallT4falm �o ` iooeiloup ale.az.roxl KAx40-1519 p, ShEET240F33 30# L.L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C DBL. z 3"x8"BEA BEAM/ DBL. 3"x8"x.042" BEAM 3"x8" BEAM w NSERT DBL. 3"xB" BEAM is 3"x8"BEAM EACH w/A 3"x8"STf_. INSERT SC MAX.COL. !AAX,PCST MAX.P06T MAXP09T MAX.P087 SPACING SPACING SPACING FTO, MIN. FTG POST M1N. SPACING FTG. MIN, TN 54PAC1NG FTG MIN. FTa MIN. . MIN. bN8LAHr FOR DBL FbR3'x8' (IN.1 TYPE (IN.) pE (SPAN) SIN.} E POST (&PAN) (IN.} POST (IN,) PO5T SPACING pOS FTQ' POST BEAM TYPE TYPE (SPAN) fIN l TYPE (IN.) TyF E 5' 13`-7" 6'-5' 6'-10` 22 10'-3" 1'2 14'83-0" 293. C 21 A0 5 3335 5' 5" 24 B 9'-9" 8 6' 11'-4" 5$" 6-2' 23 9,-5" 12'-1 29 19'-8, 34 6'•5" 5'-8" 24 B 0' B 11'-10" 31 E 1$'-9' 3fi F 6' 7' 9'-8" 5-0" 5-0" 23 8'-5' C 11'-6' 30 F 18'-2' 35 4'-9" -3" 25 g 8'-0" B 11'-0' 32 E 16`B' 37 F 7 8' $'.g" 4'9' S'-2' 24 7'-10' 10'-4' 30 16'-4" 35 F 4'4" s' 0 25 B 7'-7' 9'-10 32 F 15'8' 37 8' 9' V-7^ 4'4"4-1 4'84 6• 2426 B T 2 8'-9' 6'-10" C 9'-0. 313E F 15-0'14%9" 3638 F B, 4 0' 4 4' 24 6'-]0" 8'•]]' 31 14'-8' 38 3'-8" 4'-2" 26 B 8'-5' C 8'-6` 33 F 13' " F4'-2' 25 6'5" &• 31 T-Y 36 3- 3'•9" 26 B T-2' C 7'-9' 33 F 12'-10" 39 F12' 5'-$^ 3'-3" 3-131 6. 26Z6 g 6'-2' S-8' E 7'- 7-0" 3]33 F 1 p-10 37 99 F 12' 13` 6'-2" 3.3" 3-7" 25 C 5'-9" - 32 12' 4 37 3'-5" 27 B 5'fi" E T-1' 34 F 11'4' 46 F IT 30# L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR LESS EXP. B 8L C T-7" 27 10'-7" 3Q G 18'•0' 34 22' 1" 36 a, T 3" 29 G 10'•2" 31 H 1T V 3B � 21'-2' 38 61 6'-9` T-0- 27 9'8" 29 16'-6" 33 20'-2' 35 B'-6' 6'-8' 28 G 9'-3" 31 H 15'•9' 35 � 19'-3` 37 J 6' 7' 6'-3" 6' 27 9'-0" 28 15'�' 33 1 e'-9` 34 6'-1" •2` 28 G 8'-8` 30 H 4`-7• 3a T 10" 36 J 7' 8' 8-0` fi'-1' 28 G B'-6 28 H 14'-3` 32 17'-7' 34 5 8" 5'-9' 29 8'-1' 30 13'8" 34 J 16'- ' 36 J 13 8' 5'-7" 5'-9" 28 G 8'-0" 28 13'&" 32 1 16'-7" 33 , 5-1" 5'$' 30 H 7'8" 30 H 12'-?0 33 J 15tg• 38 9 10' 5'-1" 5'-6" 29 G T-7' 29 12'-9' 31 15'8' 33 4'-7" 5'2" 31 N 7'-3" 31 H 1 '-3' 33 J 16'0" 3y 10' 11' 4'-7' 54-2. 30 H T 3' 30 H 12'- " 1 15' 32 I 7'-0' 32 32 1 11'8" 33 J 14'4" 35 12' 4'-3" 5'-0' 31 H T-0" 31 H 3 4.4' 3 3'-10 4'-8' 33 J 8'-6" 33 J 11'-2" 33 J 13'-9' 35 12' 13' 4'-0" 4'-$" 31 H 6'8` 31 H 11- " 31 .9" 3 4'-3" 33 J _4' 33 J n J 13'-2' 38 13' < 'Q MIND N t D SHOWN REPRESENTS FOOTNOTE: 'SAMPLE' SENTS LENGTH OF THE MAX%(UM COLUMN SPACING ON E)MMMO BLAB EACH SIDE AND OW-TH OF CUBED FODMO WnMUT BLAB. ThE SMALLER OFTHE MAXIMUMSPACW4 KNOWN INpICA7E9 EXP09URE B WHm BLAB OCCURS,CUBED FOATM$is =LUMN OR THE VA)CWJN POST SPACING SHOf/N x FIGURH WOICAT88 EXPOSURE C MAY BH RBDUCUO B'EA.^H SIDE FOR FRBGyTANO1N0 ONLY. SELECTED BEAM 1,� SEE ALTERNATE FOOTING TABLES •A� I^i0.C37 WHERE ONLY ONE FIGURH SHOWN INDICATES EXp,B 6 C. SHT.10 FOR ATTACHED S FAMTANDINO COVER4 Wi OATS;I BY:E.N. TOM CAMPBELL S ASSOCIATES,INC. A9 APMIO ERl01D3 SCALE:NOIfE COMMERCAL AND RSSID£NTIAL STRUCTURAL.ENOWBBRINO NO UT10'� Pd DURALUM PRODUCTS.INC. � . SCALE:NONE REV;cm BY7 RANCHO CUCAMONCA CA(S71)74 1-2107 10 [50 MPH S7D8 ALPM AVE.,RACRkUENTO,CA FSB79 (oiptL-7oz1 FAXi3.151o..b SHEET260F33 10# L.L. 90 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL, 3"x8"x.042"BEAM DBL.2'A "x.032"BEAM OR 3"x8°B 3"x8"BEAM w/INSERT L.3"x8"BEAM EAM EACH w/A 3"x8"STL. INSERT SPA COL MAX LNG MAx.P03T MAx.POSr MAxPOST SPACING SPACING FTC; MIN.POST MIN, SPACING SPAC�Nfl MAx FOST ON SLAB r (SPAN IN.} TypE (NC". SPACING FTC. POST F7G. FOR DBL. fOR 9'y B' FTfl, p PTO. SPACiNO FTO. POl9F �O• 3PACIPNGT FTO. POST FTtl. MIN ( ) ) (IN,) TYPE (IN.} 25cE,6yt.D17 SEAM (IN•) 7YPE (IN.) (SPAN) (IN.} TYPE (IN.) ($PAN) (IN.) TYPE (IN.) TypE 5' 13'-7" 0-0.0 3' B 1818 15'•15'-7" B 20 1 CA" . 1 D'-9' i 8 23'-2' 23 32'-8" 28 22 iD-6 1o.g• B 2D 23'-2• B 25 2' " 2B C 5' 14'-3' 21 9'-3" Q'-9' 18 20'-4' 23 29'-1 ' 27 " 20 14'•3" B 23 9'-3" g'_g• B 20 0'-4- B 28 9'-10' 29 E $1 7 9'-8" 9'-2' 2' B 1921 13'-0S 3 3" B 2123 8-7+ 8'7. 9 1• ,_1" B 19 19'-0" 24 27'•8" 27 81 8'-8" 8' 9" B 20 22 T-8' 8'-2' 1921 17-18-0' C 24 6 25'17"8• 2830 E 7, 8'-6'8 9' 21 12'-4 g 24 T-e" 8'-2" g 21 17'-1" c 27 5'-10 30 F 8 9 7'-7" �. B 20, 11'811 22 7 3' 7'9' 2 21 1611g'-1 C 2 27 24' 4-_l 2 31 F 9' 24 7'-3" 7'-9" B + 21 10'-9" 23 T 4'10 fi'-9" e'-2• B 2P 10' 9' B 25 fi'8" 4. B 20 15'-3' 25 3'-2" 29 22 15' C 2B 3'-2" 32 F 10' 1•' 6'-2" 6'0' 21 10'•2" 11 C 23 8'-5' 8'•B' 20 1 28 1`-3' 32 F 11 8' 0" B 23 10'-2' $ 25 6'-5" 6'-9" B 22 14' 7" E 29 , 12' B 21 9'-9• �C_23 2 13'fi" E 3023 9'•9' 25 8'-0` 6'6" B21 9'•5" 24 5'•8" g.2• 28 2D'-4" 27 F 12' 4" B 24 9'•5" 8 28 5'8' 8'_2+ B 2122 1 12' 10" E 2 30 33 F 13' 90 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C 5, 10'-3' 27 15'-7" 30 G 1 G'-fi' 10'-8' 27 F 1 0'.3" 28 G 1 15'-7' 32 I 1 G'-6' 10'-9' 29 {, 23-2" 33 J —T2 38 J 1 3'-2° 35 2'-8" 38 K $ 6' ;9'•$" 28 14'�" 29 I I 9'•3" 9'-9' 26 32 I 35 f 8" 28 G 14'3' 31 H 9'-3" -9" 28 G 0'4" 35 J 9'-10' 37 J �' 7' J 9'2' 2g G 13'•3" 28 8'-T 19'-0" 31 H 2T-8" 34 30 H 8'•7' 1' 27 G J 7'9-0' 33 J 7'-8' 37 25 12'-4' 28 7'-8^ 8'-2' 25 F i T-1^ 3D H 28'-1 34 27' C 12'!S 30 G T-8' 2' 27 G T-1' 32 ) 36 J 8' e'8' 28 11'8' ?.7 7'-3' 7'-9" 2B F iB'-1' 30 H 24'4" 33 J �, 9 27 G 11'8" 29 G 7'-3" 9` 27 G 8'-1" 32 I 4' 35 10' e,'2. 28 10'•9• 27 6'8" 7'-4" 26 15'-3' 29 G 29 G g'8" �" 2B G 15'-3" 31 1 J 10, ! 3`-2" 35 10'•2' 27 6' 9" 27 14'-T 29 G 2 - 32 0' 29 G 10'-2' 28 G 6'•5. .9" 29 G 1a'a" 31 H 21'-3" 34 12' 7 7+ 2B 9'-9" 28 6'-0" 8'-5' 28 1 -6' 28 G 2 '4' 32 I 7* 29 G 9'-9' 29 G 6'0` 8'-5" 29 G 13'6" 30 H 20'4" 34 J 12' E2130 9'•5" 28 5'8" 8'•2" 8 1 '-1 2' G 1 -8' 31-0' G 9'•5' 30 H 5 8" 6'•2" ` 2'-10" 30 H 19'-8" 33 J 13' Y F� c ��2 FG G SHOWN REPRESENTS LENGTH V "THE M"UUM COLIJW SPACING ON EXISTING EACH S'OE AND CEF'TH CF CUBED FOCTING WTTs LCiT gUg. -HZ SVALLER OF THE AVJOMUM SPACINp&i FOOTNOTE: •SAAlPLE' W<RE S:A I OCCURS CUBED FOOTINO ESE COLUMN OR THE MAXIMUM POST SPACINGS E E INDICATE9 EXPOSURE B .4UY eE�RE0U CE0 6•EAC'i 61 DE FOA FREESTN'O AI NG ONLY, SELECTED BF.A7.L _j� SEA ALTERNATE FOOTING TA13LFS � � 1— � C37 .�1,. FipURE INDICATES ExPOS SURE C HT.10 FOR ATTACHED 6 FREESTANDPIO CQV8R9 �+t WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&c. t DRAYM 13Y'EA TCM CAMPSELL&ASSOCIATES,INC. ' 7'f LOAD. COVER w+ACE�ro,�s 8CAIZ of a 2 COW&lICAL AND PM41DE?fT1&LSTRLCTI0tALEhCll` rRwb � 4DNG Axpd OUR Al UM PRODUCTS,INC. FREVLE:XONE RANCHO OXAMCNGI.CA '� RD_'MNO" 8M ALPfNL AVE„BADRAMENTO,G 93N18 REvsEnSr IWI)7412197 100AIlaMP14 (91E)452.7D21 FA%4D3.7819 i.. SHEEf2BOFW 10# L.L. 100 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DSL. 3"x8"x,042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM W/INSERT DBL, 3"x8" BEAM OR 3"x8"BEAM EACH w/A 3"xB"STL. INSERT MAX.COL MAXP057TFT13rpoo'SN MAX.POS7 MAX.P037 MAX.P037 m SPACING SPACING FTL3 SPACING FTO MIN. SPACING SPACINO M!N MAX•POST ON SLAB* fiosi- ) } (!N.) POSTTYPE (NG �Q POST MAX POST MfN. MlN.(SPAN) (IN. (SPAN) FOR df3L FOR 3•M B' POST FTG. SPACING FTG. FTG, SPACING FTLi, F70. (IN.) TYPE (!N.) (SPAN) (IN,) TYPE (IN.} (SPAN) (IN.) TypE (K) TYPE 5' 13'-7" 10'-3" 19 15'-7' 22 101-6" 10'-9' 19 23'-2" 25 32'-8' 28 10'-3'I B 21 15'-7' B 24 10'8'� 10'-9' B 21 3'-2' B 27 32'8" 30 C 6' 111-4" 9 8" �" B 20� 14'-014,-3' B 9'3" 9'-9" 20 20'-4' 25 29'-1 " 29 E 25 9'-3- B'-g" B 22 0'-4" B 28 9'•10" 31 C 6' a'-2" 20 13'-3" 23 e'-7" 9'-1' 29 7' 9-8" '-2' B 22 13'3` B 25 8'-7" -1' B 2 19-0� a' C B 2 26 27'-8'-8" 32 E 7' 8' 8'6" e-91 8.9" B 2123 12''412'4` B 24 Tom" 8'»2' Zi 17'-1` 28 25'-1 30 F 8'.2' B 22 17'-1' C 29 9' 7'-7" 8-8"8.�. B 2 24 17 811'8" B 2 2fi 7-3" 7"3" 7'9` '-9' B 2123 18 1&'1" C 272� 24+ate" 3?33 F g, 10' 8'-9" 8-2" 22 10'•9' 24 6'-8' T-4• 24 10'-9' B 26 8'8" �" B Zi 15'-3' 27 23'-2' 31 11' B'-2" 8'0"8.•O. B 25 10'2' B 2123 t4- 5'3` C 30 3'-2" ZLA3a 10' 23 t0'-2' 26 6'-5' B'-9' f~ 28 21'3` 31 27 6'-5` 6'•9" B 23 4`7" C 30 21'-3" 34 11' 12' 51•8" 7'_T 23 9'-9` 25 6'0" 8'-5' 22 28 20'-4" 32 '-7" B 25 9'-9" B 27 6'-0" 6'•5" B 2q 19'6' C 30 20'-4" 35 F 12' 13' 6-2" [7'-4- .�" B 23 9'-5' C 25 5'8" 6'-2' 22 12'-1 25 9'-5' I B 1 28 5'-8- . 6'-2" B 24 2'-10" E 2831 1 e i 9'-8" 3 36 F ?3' 100 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C 5, 10'-3" 28 15'-7" 31 H 101-6" 10'-9" 28 23'-2` 35 32'-8" 38 J 0'-3` 30 G 15'-7" 33 J 10'-8' i 0'-9' 30 H 3'-2' 37 J 21-8" 41 K 5' 6, 0'8" 2$ 14'-3` 31 H 8'-3' 9'•9" 28 20'-4" 34 29'-10' 37 J 8" 29 G 30 G 0'4' 36 J 9'-i0" 40 K 6' 7 g'2" 27 13'-3" 30 8'-7" 9' 1" 27 19'-01 335 2T-6" 36 J 7 -2" 29 G 13'-3' 32 1 8'-7" -1" 29 G 7'8" 39 K 27 12'-4" 29 6' 8'-2' 26 17'-1" 32 I 26'-'1 3s J 29 G 2'-4" 31 I r T 8" 8'•2' 28 G 7'-1` 34 J 5'•10 38 K 8 g, 8'-6" 28 1"8' 29 G T-3' T-9' 27 18'-1` 31 1 24'-4' 31 G 11'-8" 31 H T-3' 9" 29 G 16 1" 34 J 4'-4" 3B 9 10, B'2" 28 10'-9' 28 8'-8" T 4' 31 H 23'-2' 35 8'-2" 30 G 10'-9" 30 H 6'8' -4' 3D G 15'-3" 33 I 3'-2" 37 10' 11' 8'-0" 29 G 10'2' 29 G 8'5" 8'-9' 29 G 31 H 2 - " 34 81-d" 30 H 10'-2' 30 H 81•5" 6'-9" 30 H 4'-7r" 12' T-T 29 9'•9` 29 G 6'-0' 8'-5' 29 1 30 H -7' 31 H 9'9' 3i H 61-0" b' 31 H 3'8' 32 f 20`4' 36 J 12' 13, 7'-4" 30 G 9'•5" 30 G b'-8" $'2" 30 30 H 19 33 32 I 9'-5' 32 1 5'-8' 8'•2' 2'-10" 32 I �'$' 35 J 13' NMI FFOO G SHOWN RVMSENT8 LENGTH OF *THE MA-XrWU11 COLJIN SPACJIO ON MCSTa1G SA ASB7S ANDOEP'THCF CUBEOFOOTWGWCTYiO SLAB. THH Ruuiya pP !OOTNOTE: 'SAMPLE' THE WOOMUM SPAC WO SH WHERE SLAB OCCURS,CUBED FDO FIA T C01-l1AW OR THE MAXIMUM POST SPACTNO INOICA7E6 EXPQBURE B� MAY BE REOUCEO S'EACH S QE FOR FREEBTANDINOONLY. SELECTED BEAlA BER BHT.LrE TTFADHEO O FREEBTANOINO ccvElLy o.C37 FIGURE INAICATL'S EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B d C, ORA44N�'E'"' TOM CAMPBELL S ASSOCIAT°S,:NC. C AS UPAiO Esis 0195 aTT 169,m1I wag, TA8[Y 'COALZID' U1LAN01¢Z*ENrL,j,QT{jyJCNyj aS(Ipal DURALLIMPROOUCTS,IµC. HEVLS®BY: R,VKSkT QJCAHONQI CA(951)T41-2107 0o a 110 AU�M vtm 525Y ALAl1�AVE"1lACRAMSNTO.CA e5e25 gIiEE7 27 O F 33 roT)i52J021 FAX403-15io calm " f 10# L.L. 10 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C 3"SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM d13L.2"Afx.032'BEAM 3"xB"BEAM W/INSERT DBL.3"x8"BEAM MAXCOLOR 3"x8"BEAM EACH w/A 3"xB"STL. INSERT SPACING hSPACI G MAXPOST MAXPOBT MAXPOST SPACING SPACING FTG. prjgT FTG, SPACING FTG. MIN. F'G. SPACING SPACING MIN. ^ 'PQBT MIN. MAx.P05T S ON SLOB• (IN) -t'PE (:N,) (SPAN) IN.) TYPE IwJ G pCST FTG. SPAGINO FTG, MIN OSTFTG. MIN( �) FOR OSL FOR J'<9' POET FTG. SPACING FTO, 1 p'-3" (�) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPANS (!N.) PrYPE (IN,) TYPE 5 i 3'•7' 9,-B" B 2 15'122 4�� B 23 10'8' , 10 �" 21 23'-2' 27 32'-8' 30 B' 1 V-4' _2, B 21 14'-3" 2425 9 3't 0 6 9-9' 0'�1' B 21� 20'-4" �" B 0 32 C 5 7 9-$" 9.2.B 9' B 2223 13,313'•3' ( B 2528 e'7. 9-0' 9 b' B 23 19'8" B 2 29 2e 2T 8" 3133 C 8, 23 12'-3" } B 22 19'-0' 28 2T-8" T-9" 27 e'-r 9' B 24 8'-3" B 3a 5'-8' 314- E C 7 8' 8' 6" 22 12'�' l 26 T 8" 8-2' 28 25'-1 ' e 8'�" B 24 1 t'7' I B 27 T-8. -0" B 22 IT 32 F 9' 7'-7" 8�•g- . B 2325 '1'-80 10' B 26 7'-3" T-B' 24 _ T-1' B 30 24'•1' 35 E � 29 24'4 33 F 9' 8' 2' i 24 28 7'•3' g• B 2224 18 18'-1• B 31 2 3B 1 Q' 6' 9" T.g" B 25 0 810�• f B 2b28 &'8" 6 8' 7'�' �• B 23 15'-3' 29 23'-2" 33 F , 11' 6-2" 8' G"T i" B 2426 10 2- 28 1 B 2829 6-5" 6' S• 61 9 1• B 25 5-3" C' 32 21'8" 36 10 23 4'-T 12 5' 8" B 24 26 9 9'B 8" B 27 6'0' 6'-5' 25 14'-7" C 2932 V. 20'-7" 3336 F !1 29 8'-0' 8'-9" B 2 25 4'0" C 30 32 20'19'8" 3 37 F 12' 13' 5'-2" T-4.9 9' B 2526 9'-5"9 ,• B 272� 51-8' S-6' 6'-2" 6 G" 24 12A E 30 19'-8' 34 10# L.L. 110 MPH - FREESTANDING OPEN LATTICE COVERS 26 3 33 & ,p" 3e F 13' 12' OR LESS EXP, B & C 5' 29 15'T 33 1G'8' 12-$• 30 36 J 32'e" 40 0'-2' 31 I 5'-7" 35 J 10'-1" 12'-1" 32 I 3'-2' 39 K 2' 43 K �' 6' 9'8' 29 14'3' _32 I 9'-3' f 1'-7' 29 " 2G'-4" 35 29'-1 39 9-8' ?' 3q J 9'3^ 11'-0" 31 H 0'�" 38 9'-10" 42 K 6' 7' 9'-2' 29 G 13'•3" 3t 8'-7' 10'-8' 29 19, 35 2T-8" 38 9'-2" 31 H 3'-3' 34 J 8'-T 10'•2" 30 H 19'-0' 37 -8• 41 K 7' 28 G 12'4' 31 7'8" 10'-0" 28 iT-t' 34 J 25'-1 38 J 6 4` 3D H 2'-4 33 J 8'-i' 9'6" 30 G I T 1" 36 -t0" 4p 28 G 11'-8" 3033 H J 7'-3" T T 9`-5" 28 G 16'-1` 33 24'-4" 37 J 9' 8'8` 30 H 1'-8' 9'-0' 30 H 6'-1" 36 4'•4" 39 K 10' 8'-2" 29 10'9' 30 8'8' 8'-11' 29 15'-3' 33 23'-2" 38 J H; I 10'-9" 8'0' 30 H ) I 32 I T-3' 8'8' 3i H 5'-3" 36 3'-2' 39 K 10, 11 1G'2"0 e• 30 h' 8'•5' e'6' 30 1 7'-10' 32 32 I 8'-16 8'-2' 32 I 14'-7" 3 34 I J 21 21-3' 3838 J 11' 12' T-7" 31 H 9' 9' 31 8'-0" 8'-2' T " 3133 H J 13 3 8. 32 1 20'-4 7 7" 33 J 9'-9' 33 J 8'e' 34 J 2p'd" 38 J 12' 13' 7'4" 31 H 9'•5' 31 H 5'e" T-10' 1 12-1 31 H 19'-8' 35 7'-3' 33 J 9'-6' 33 J 8'�' T 6• 2'-10' 33 J 19'8' 37 J 13' IIIf F .L G SHOWN R£RRESUNf8 LENGTH OF 'THE M"LMUM COLUMN aPAC[Na ON EXXTING �1 r I EACH SIDE AM DEPTH OF CUBED FOO1T S W THOUT Gh3 THE SMALLER OF THE MAXIMUM 5 PACING FOOTNOTE: 'SAMPLE' WHBRE SLAB OCCURS,CU'8 E0 FOOTTI,C COLUMN OR THE"4"MUM PCGT SPACMG SH E WDICATESPOSURE 8 EX MAY DE R':000EC Q'EA Cl�SiCE FOR FREEsj87Af1DiHD ON,Y. Stu M3 BE. SEE ALTERNATE FOOTING TABLES I—i FREBS A sHT,10 FOR ATTAC G,37D flCt1RE INOICAT58 PXPOBURE C 71£p MNNG cWER3 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B i C. DRAWN 6Y;Ex. TOM CAMPBELL A ASSOCIATE6,INC, LOAD. 9 I�P"b E'•�f C'95 £ i1 GG M1A.CFFiCIAL A,VD Rt.4l DfN71A1 Bii[;,'CTU RAL pJG �'�µDINQ'Q4% /Y8 A30 pit OURALUM PRODUCTS,INC. ' DRAW Il Y; RAN C1f0 Cl1 CAUQkQ�A.CA Ins)T�t,ztm ` s 0t0 MPH �gie�j� t VF ea,ic an�.t �,� j SHEET28OF33 20# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL, 3"x8'x.042"BEAM D3L.2'x6,5"x.032" BEAM 3"xg"BEAM w/INSERT DBL. �''x8" BEAM a OR 3"x8"BEAM EACH w/A 3"x8"STL. INSERT g SPACING MPACIN r MAX,POST MAX.POST MAX.POsr 3 SPACING SPACING }�G, OS MIN. SPACING SPACING MIN MAX-POST dN9LA9,t SPAN POST PTG. SPACING FTO. POST FOG. MfN MAX POST 3 { ) (IN.) TYPE (IN) (SPAN) {I,N,, FOR CBL FOR 3'x H• FTC. POST FTG. SPACING TTG. PDST FT3, SPACING F'TG. POIBT FTG. OIBT TYPe {IN.) rIN,) TYPE (IN.) (SPAN} (IN.1 TYPE (IN.) (SPAN} (IN.) TYPE (IN.) TYPE 5' 13'-7" 9 1.9 i, B 19 13 0' 22 8'-1" 8'-7' 19 18'-6" 26 2T-0" 2B 21 3'0" B 24 8'1' 8'7' B 21 8'G' C - 27 7'-0" 30 F 5' 6' 1 T-4" 8-7"0,7 B 20 2 11'-11.•10" B 23 T-4` T-10' 20 16'-3' 25 24'8" 29 " 25 T-4" T-10" B 21 16'•3' C 27 4'8" 31 F 6' FT g'-8" 0' 1' 21 '0'-7' 23 8'-7" T-0. B 23 0'-7" B 20 15'-1" Efn- 26 22'-1 30 26 6'-7- 7'-0" B 22 15'-1- C ZB 2' f 0' 32 F 7' 8, 8'41 B 22 9'-10' C 23 6'-1" 6'-5" 23 9'-10' B 28 6'-1' 6'-6" B 20 13'-7" 26 20'-7" 30 8, 9' 7'-7" 7.3"7 3' B 22 8-3- C 24 S'7' B'2` 2122 12'.13'7" FE 26 B 19'-6" 7" 3032 F B, 24 8'-3" B 26 5'-7- 6'-2" B 23 E 28 19'6` 33 F 10' 6'-9" e'•10'10" B 24 8'7'87. C 24 5'-0' 5'-T' 21 11'-91 f 27 181-$" 3i 26 5'-4- 5'-7" B 23 1 i'-9" F 29 B'-B' 34 F 10' `1 e'-2" 6-T"6,-7' B 2326 8-1'B'-1 C 24 4'-10" 5'4' 2i23 1 '2;2" F 27 4'-10- 5'-4" I B 2 29 1 �7,-0" 31� 11' 12' 5'-8" 6-4' 23 T-10" 25 4'-8" 5'-0" 21 0'4" B 25 T-10" C 27 4'8• 5'.0" B B 23 T-7' E 25 4'-4" 4'-10' 23 10'-3" F 2730 16.16'-3' 3 34 F 12' 26 T-7' C 27 4'4" 4'-10 B 2 24 9. 0-10' F 2 30 1 3 35 F 13' 20# L.L. 110 MPH-- FREESTANDING OPEN LATTICE COVERS- 12' OR LESS EXP.-B & C 5' 91" 29 13'-0" 31 hi 9'-1" 9'-3" 29 G 19-2' 35 2T-0" 38 KK7 9-1" 30 H 13'-0' 33 J 9'-0` 9'-2' 31 H 19'-2' 37 7'-0" 41 8' 81•T 28 C3 1 11' 10' 31 8'3' 8'6" 20 1T-T 34 24'•8" 37 B'6' 30 H 1'-10" 33 J 8'3" 8'fi' 30 H 1T-7" 38 7, 11'-0" 30 7'-8" T-10" 27 iS'16'3` 3 35 22'-10" 36 8'-1" 30 G 1'-0' 32 I 8" 7' 10" 29 G '-9• 39$ T 20 10'•3" 29 G T"2' T 4" 26 1 15'-2' 33 J 2V-4' 36 7'-0" 29 G f 10'-3' 31 I T-2" T-4' 29 G 1 S'-2" 35 1'-4" 38 9' 7' 3' 28 Cy 9'8' 29 G 6'-9' 7'-0' 28 G 14'-0" 32 I 20'-2" 35 T-3" 30 H e' 31 H 8'-9" T-0" 30 H 4'-4" 34 J 0'-2" 38 10' 6'-1 D" 29 9'3' 29 8'-8' 6'-T 29 13'8" 32 f 19'•2" 35 0'-i0" 31 H 3" 31 H 0'8' 6'-7" 31 H 13'8" 34 J 19'2" 37e'"7" 30 H 8'-9' 30 H 8'-2" B'3' 30 13'-0'7' 32 I '-9" 32 1 8`-2' 8'-3' 32 I 3'-0- 3133 H J 18 8'-3" 3 3712' 8'-4" 31 8'-8' 31 6'-0' 6'-1" 3i8'd" 33 J 0'8" 33 J 6'-0" 8' 1' 33 J 12'8' 3133 H J17' �13, - 31 H 8'-2' 31 5'-8' 5'-10' 31 H -0' 31 H 16'- 34' 33 J 5'•8' 5'-g" 'r 2'-0' 33 400�TING SHOWN REPRESENTS LFNGTH OF ���� TNESIA)1, EROFl.iE`AAPAQN30NF-NGSHO FOOTNOTE• 'SAMPLE' EACH SIDE AND DEPTH OF CUBED FOO11N6',YST?10UTSLRB. 7HE SMALLER OF 7TIE MAXUAUM SPALfND 9HDwH t� INHERE SLAB DCCURS,CUBED FOOT2rG SZM COLUMN OR THE MAXWJMPOST SPACING SM WAY BE REDUCED H'EACH SIDe FOR FREESTANDING ONLY. SELECTED BEAM. INDICATES EXPOSURE B � SHE ALTERNATC FOOTING TABLES x FIGURE INDICATES EXPOSURE d BHT.10 FOR ATTACHED&FREESTANDING COVERS 'k°j' 0,C379 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B a C. DgAWN BY!Ell' TOM CAMPSEa d ASSOCIATES,INC. P ER 5 5 A A5 Al.MD ew a145 EGUENONE'� k w[SRCA.AND RLDIDENTIAL STRUCTURAL EldGINEERINO+, gy p, Dm 30 pif OURALLM PRODUCTS,INC. REMSlID HY: RANCHO CUCAMON A CA(2511141.2107 WIND. JIM ALPINE AVE-SACRAMENTO.CA 4532E 6110 MPH (DIE}A52•TW1 FAX403.1E10 � SHEET 29 OF 33 30# L.L. 110 MPH - ATTACHED OPEN LA ICE COVERS 12' OR LESS EXP, 8 &C >- 3" SO. STEEL BEAM DBL, 3"x8"x,042"BEAM DBL,2"x6.5"x.032" BEAM 3"x8"BEAM wIINSERT DBL.3"x8"BEAM OR 3"x8"BEAM EACH w/A 3"x8"STL.INSERT o MAX COL, MAXPOST MAXPOST MAXPOST MAX.P0S7 j. SPACING SPACING FPG. MIN.'FTG. SPACING FTG. MIN SPACING SPACING MIN, MAXPOST MIN MAXPOST MIN. MIN. ON SLAB SPA.N� POST POST �G. FOR DBL. FOR3'x8' �G' P09T FTG, SPACING FTG. POET FTG. SPACING FZG• P09T FTG• POST ( (IN.) TYRE (IN,) (SPAN) (IN.) TYPE (IN•) (IN,) TYPE SIN.) {SPAN} (IN.) TYPE (IN•) (SPAN) {IN.} TYPE (IN.)' TYPE 5' i 3'-7 ..3.8 3. B 19 11'-3"1-0" B 2123 T-10"7.10" 7'-5, 1 21 15`-76.7 C 2325 23'- •� 2729 F 5, 6' 11'-4" 7,g, 20 10'0' 21 T 3" 6'-6" 20 13'-8" 24 20'-8" 27 , 7'•s' B 21 0'-0' C 23 7'-3" 6'-8' B 2i 3'-8" 26 20'-8" 30 F fi 7' 9'-8" 7'-2' 20 9'2" 224 61-8" 6.8" 51-10" '_10" B 20 12'-8' 24 19'-3" 28 T-2' B 9-2- �' 22 T-8" F 26 1f1'-3' 30 F 7 8' 8,�, 6' 9' 21 a,_3„ 2224 8'3" 8'-3" 5-6" 5�" B 20 11'-4' ,tF 24 18'-0' 28 g1 8'-9" g 23 8'-3" C 22 f 4 27 18'0" 31 F g� 7.7• fi'-4"5�+ B 2123 7'-10"-10" C 23 6'-0' 6'-0' 2i 10'-4" 25 16`-3' 29 25 -0" B 23 0'-4" 27 16'-3" 31 F 9 1 Q' fi' 9,. fi' 1"fi 1' B 2123 7'-5, -5' E 2325 5�• 5'8" 4.9, 4'-9" B 2123 9'•9"'•9' 25 27 15' 1&-7„ 2g32 F 10' 11' 6`-2, 5'-s"5,-9" B 2224 T"1. _1, E 23 5'-2" 4'-5' 21 9' " 25 4- , 30 11, 25 5'2" 4 5 C 23 -0 27 14•B 32 F 12' b'-8" 5'-7" 22 e'6" 23 4'9" 4'-2" 21�3 - '-� 2 28 13'8 3'e" 3 32 F 12' 5'-7' B 24 8'8" E 25 4'9' 4`-2' C13` 5'-2" 5'4"5,�, B 2225 S'•3'6 3' F 2 28 4 6' 4'6" 4' " 4'-0" ('' 224 $'3"'•3' 26 8 13-i3`-1" 3393 F 13' 30# L.L. 110 MPH - FREESTANDING OPEN-LATTICE COVERS 12' OR LESS EXP. B & C 5' 8'-3" 28 11'-3" 30 H T-0' a'-1• 29 16'-s• 33 23'•7' 37 J , 8'•3' 30 G 11'-3" 32 1 -0" B'-1" 30 G 16'6" 36 J 2 '-8" 39 K 5 6' T s' 27 10'd" 30 6'-3' T 4" 27 15'-3' 33 21'6' 36 J G 10'-3' 31 I 29 G 15'-3' 35 1'-6" 38 K B' 7, 7'-2' 27 9'-7" 29 5'8' e'-10' 27 14'-2" 32 1 20'-0" 35 T-2" 29 G '7' 31 H 5'&' 6'-10" 28 G 4'-2' 34 J 19'-1 37 7 B' 61-9" 28 9'-0" 28 4'-11` 8'-6" 28 13'-3" 31 ! 181-8" 34 1 6' B' 29 G 9'-0" 30 H a' i 1 fi'6' 29 G 13'-3" 34 J 181-8" 37 J 8 9' 6'-4" 2;Iz8 G 6'6" 28 H 4' 9" 6'-1" 28 12'-7' 31 H 17'-7' 34 9, 6'-4' 30 H 8'•8" 30 4'•9' 6'-1' 30 H 12--7" 33 J 17%7" 3B 10' 8'-1" 29 G 1 8'-t" 29 4'-4" 5'•9" 29 G 11' 1 31 H 16'-9' 33 T-1' 31 .H I 8'-1' 31 H a'-4" 5'•9' 31 H 1'-10" 33 J 38 1 J 10, 30 H T 8' XIH 4'-i" 5'-7' 30 H 4' 30 H 8-0" 33 11' -8" 4'1" 5'-6' 32 I 11'-4" 32 I 18'•0" 35 J 12' 7'-4' 3'-9' S'-3- 31 31 H 6'-7' 33 J 1 7'-4' 3'-9' 5'-3" 33 J 0'-10' 33 J i5'-3" 35 J 12'13' - 31N 7'-1" 3'-6" 5'1" 1 H 10'6' 31 I i4' 3213'' " 33 J T•1" 3'6' 5'•1' ^ 10'6' 33 J 14'-e" 35 J F-NG SHOWN REPRESENTS LENGTH OF +THE MAX WJM COLUMN SPACING ON EXISTING S ` FOOTNOTE: 'SAMPLE' EACH 910E AND DEPTI OF CUBED FDO7lN(i 1YITi-IOUTSLAS. THE StiW..LEq OF THE MAXIMUM SPACING SH WHERE SLAB OCCURS,CUBED FOOTING SIZE COLUMN OR THE V,"IMLIM POST SPACING SH INDICATES EXPOSURE 8 MAY BE REDUCED 6'EACH SIDE FOR FREESTANDING ONLY. 5ELE CTE0 BSAAC SEE ALTERNATE FOOTING TABLES a x FIGURE INDICATES EXPOSURE C SHT.10 FOR ATTACHED 6 FREESTANDING COvERS p•C379 4 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.9 IS C, TOM CAMPBELL 6 ASSOCIATES,INC. CAD. PATI C : ur ao enr osns ❑ATE t NONE712 GQNMERGLAL AND RESIDENTIAL STRUCrJRN.ENG NEERIN µplNp �30 Pt JOURALUM PRODUCTS,INC. PEVISESCALE:HONE RANCHO CUCAMON6A CA(M 1)741.2107 InTu o wo' SM ALPWE AVE.6ACRAMGNTO,CA 0562E DRAWN SV. 6110 AiPH (711E)4152-762t FAX 403-1519 a," SHEET 3D OF 33 7" I-BEAM W/ (1) "C" SPLICE 12' OR LESS EXP. B & C FREESTANDING & ATTACHED SOLID COVERS 20# L.L. 90 MPH 100 MPH 110 MPH FREESTANDING ATTACHED FREESTANDING ATTACHED y� MAX.P09T FTG MIN. MAX.POST MfN MO.PCST M POD FREESTANDING ATTACH$D (SPAN) (IN.I TYPE ST 9SPAN)G ( PG3T SPACING �G' POST SPACING �G' POST � IINNG FTO, MIN. MAJLPOSPACINPOSTG FTG MIN. SPACINGTYPE (SPAN) (IN•I TYPE (SPAN) (1N.) TYPE (SPAN) (IN') TYPE (SPAN-) (IN.) POST TYPE 25'•1 34 4- . 3fl33 E 25-0 35 25'-1" 32 24'-1' 37 J 23'-4" 34 5 24'-9" 38 `� 23'-8' 3T 2'-8' 34 E 2 '8" 39 K 20'.7" 38 E 2 -7` 33 23'-9' 31 22'-9' 35 22'-1 " 33 22'-0' 36 21'-4 35 F 6 22'-7' 35 J 22'-9" 34 F 21'-8" 38 '� 20'-9' 35 F 20'-9' 38 18'-10' 36 E 7 21»2 3 34 ! J 22-1" wt" 3 35 F 21'-10'- " �38 21'-3� 2' 343a F 20'-4a 2" 3537 19'-9" 36 F T 8` 37 20'-8" 32 20'-T 33 19'-9' 33 19'-1ti` 35 19'-i' 35 1B'-7" 36 � 8 19'-7" 33 J 19'-9" 35 F 1$'-9" 35 i 8' LLI 9' 19-4 31 1 19'-6 34 18'8" 33 18'-97-0" 3 38 F 18'0" " 34 iT-8" 37 1 e'-8" 33 J 1$'-T 38 F 1 r-s" 35 J T-0 36 j 15' 39 F U7 1a, 3i I 18-e 34 1T-8" 32 1 1r-9" 38 1T-1" 3q 18'-7" 38 _Z i r»7" 33 J 1 r-a" 37 F 1$'-1 D' 34 J 16'•2" 38 F 19'-2' 35 '� 14'8" 40 F fq 11' 1rfi" 30 I 1r 9` 35 16'-1D' 32 17'-0" 37 9 F 18'-3 "3335 15'-114` " 3 40 F 16'-9" 32 J 8'-10" 37 F 18'-1` 34 *� " 12' 18'-9" 30 ! 16'-1 " 35 18-2" 32 15'-$' 37 15'-7" 34 t6'•2' 39 16'-1" 32 J 16'-T 37 F t5'-4" 34 J 14'-9' 39 F i4'-B" 3S J 13'-4" 41 F 13' 18'-2 3D t5'-e" 35 15'-7" 32 15'-1` 37 16-0' 34 14'-7'I'T 40 -8' 33 1 -0" 38 F 14'-9" 35 J 14'-2" 4D F 14'-2" 36 2'.1 41 F 25'24'-9" �38 J 26,-0" 3D 25'-0 35 25'-1" 32 24'-1" 37 J 23'-0' 34 24'-10" 33 E 23'-8" 37 `� 22'-8' 34 E 2 '-B" 39 K 26`-T 35 E 23'•7" 33 23'-9' 31 E 22'-9" 35 22-10" 33 22'-0' 38 21'-4" 35 22'-7' 35 J 22'-9" 34 21'-8" 36 20'-B' 35 F 0'-9" 38 18'-i 0" 38 E 21'-i ' 32 22'-1' 32 21'-1" 34 21'-3" 34 20'-4' 35 i B`- 8 3fi z 21'-D' 34 J 21'-1' 35 F 20'-1" 36 19'-2" 36 F 19.2" 37 t r s" 37 F Q 20 8 32 1 20-T 33 19'-9' 33 35 19'»1" 35 8'-7" 38 8 19'-T 33 J 18'-9' 35 F 18'-9' 35 J 18'-0" 37 F 18'-0" 36 J 18'4" 38 F _ 9, 19'-4' 31 I 19'-8" 34 18'-8' 33 18'-9' 38 18'-0" 34 17'-6" 37 I— 18'-fi' 33 J t 8'-7" 36 F 1 T•9" 35 `� 1 T-0' 3B F 17' 3fi 15'-8' 39 F —� 31 I 18'-8" 34 i T-8' 3 I r-9' 38 7'-1 8'-T 38 10� 17'-7" 33 J ir-w 37 F 18'-10' 34 J 16'-2" 38 F i6'-2' 35 14'•s' QO F NAL 11, 17'6 30 f 1r-8' 35 18'-1 ` 32 17-0 37 i8'-3' 33 15'-10" 38 5 �� 181•9" 32 J 10" 37 F 8'-1' 34 J t 6'4" 39 F 15�' 35 '� 14'-0" 40 F I Z "1633 18- 35 10'-2' 32 16'-B Al 3739 F 15'-T 3d i S'-2" 39 O J 15'-T 37 F 15'-4' 34 14' J F m 13' 15'8" 3S 16-T 32 37 15'-0" 2 343E 1�* 4, 4F 15'-0" 38 F 14'-9" 35 14'-2" 40 F '- " T No.C37 9 goo NGSHOMREPRESENTS LENGTH OF FOOTNOTE; •SAMPLE EXP.03l31113 EACH 8I06AND DEPTH CF CUBED FOCTIND WITHOUT SUB, MAYBWHeRE BLAB OCCURS,CUBEDCH SM FOR F o SIZE FIGURE INDICATES EXPOSURE 8 MAY BE RlDUCED B•EACH SLUE FOR f'REESTANDINCONLY. \ 9EI!ALTERNATE FOCTINDTABLES FIcuREIlVofcaTssSXPosuRE O �Q,cC 8HT.1p FDRATYACHMpBFRBEBTA/10W000VfiRM ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.S&C. DRAWN BY;EN, TOM CAMPBEL L 6 ASSOCIATES,INC. POST PACT TABLJE UVE LOAD. PATIO COVER SYSTEM AS MFG,BY: UPAIO BR.f 6105 SCAtZ ASfE COMAFACW.AND RMSMENT1AL STRUCTURAL ENCONMMRMG I'REFb7ANOWG j9,20A 30PO OURALUM PRODUCTS.INC, BCJ�LE NONE lR_EVME0,9Y: RANCHO C4CAMONGA,CA t2a Tj 741,2107 7DM LLA 9D.1 GDoRRO Ali N . &WALPMEAVE.,SACRA&mm,CA uma.1 SHEET 31 OF 33 -------------------------- 1E 462021 FAX 40}1b1D tunlumoom 7" I-BEAM W/ (2) "C" SPLICES 12' OR LESS EXP. B & C FREESTANDING & ATTACHED SOLID COVERS 20# L.L. 90 MPH 100 MPH 110 MPH s FREESTAkD!k4 ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED MAX POST IN. MAX POSTIN. AXPIST {SPANSPACING (NG PTYPE S SPAN) {NACINGI 0. ri MAX9P C�T l N) P09T SPACING NG PO975271-1 NG FTG.POST �08T ACIMAYLPNG FTG. MINT " 1 TYPE (HPAN) { TYPEN) (IN,) TYPE (SPAN) 11N•) TYPE 51 30'-0 35 30'-i' 32 29-0" 37 29'-2g�" 34 8 F '�" 3 40 K 2T-2" " 35 28'-9' 37 8'-1D" 34 F 39ZT6" 34 J 2T-7" 33 26'-8' 38 28'-8" 35 37 24'-94-0 3B37 F 21'-3" 3 29'-4" 35 r 25'-2" 38 J 24'-1" 37 24'-1' 39 K 21'-10' 38 F T 25'-0" 34 2S'-7" 34 24'-T 35 24'-0" 38 23'-8' 37 23'-0' 37 Z 24'�' 35 24'-6' 3B F 23'-3" 37 22'-3' 38 F Q 22 39 K 2 '-3' 39 F 81 23'-9' 33 24'-0" 35 23'-0' 35 23' 1" 37 22'-2, td 3838 21-8" 38 F 22'•9' 35 22'-10' 37 F 21'-9' 36 `� 20'-10" 39 F 19'-d' 40 W 9' 22'-0' 33 22'•7' 21'-9' 37 2D'-10" 35 20'-3" 39 .J 21'-8" a4 21'•7" 38 F 0'-T 38 J 19'-8' 39 F -8" 37 J 1T'-10" 41 F Zp, 21''2Q-4" 3234 J 21 2d'-7' 3 39 I' 20'-7' 34 1 20'8' 38 19'98 8" 3 37 J 19'-i7 4041 F _ 19'-7' 35 J 18'-8' 4Q F J 20'-4' 32 20'-8" 37 19'-7' 33 19'-a' 39 18'-1 35 18'•4" 4D 19'8' 33 19'.7" 39 F 18'-B' 35 � T-10' 41 F 1T-10 37 J 1 '-3" 42 F j 12, 19'•6'8�" 32 9 1 3 8'9 40 F 18'- 10" 3 3g ,J 18''11T-1" 3�1 F 18'-1T-1" 3838 17'-76'7" 4143 F 13' 18'-91 8-0. 3234 J 18'-10 38 8'•1" 34 18'1" 40 1T-46-0 3838 iT-0S ' 4 43 F 18'-1" 40 1 T-2" 38 J 18'-8" 42 F 5, 30' 1�' " 35371 .i 30'2" 32 F 29'-0' 37 J 29'•2" 34 27'-10" 38 2T-2" 3S 28' 10' 34 2T-7' 39 K 18'-4" 38 F 26'-4" 40 K 24'-0" 37 F 2r-6" 34 ZT-7' 33 28'-6" 38 26'-8" 35 25'-6' 37 J 24'-9' 3B 6 28'-3" 3fi 2fi'-4` 35 F 25'-2' 38 J 24'-1' 37 F 24'-i' 39 K 1' 10" 38 F 7' 25' S" 34 25'-7 34 24'-7' 3S 24'-0' 3& 23'8' 37 J 23'-0" 37 Z 24'4" 35 J 24'b' 36 F 23'-3" 37 J 22'-3" 38 F 2'-3` 39 K 20'-3" 39 F d 8, 23'-9" 33 24'-0" 35 23'-0' 35 23'-1' 37 22'-2" 36 21'-8. 35 2'-10' 37 F 21'-9" 36 J 0'-10" 39 F 20'-10 38 J 19' F _ 9' 22'-8 33 22'-7" 35 21'8' 34 21'-9' B" 3 39 F 21'-10' 35 20'-3' 39 ' f— 21 fi" 34 J 21'-7' 38 F 20'- ' 36 J J 19 8" 37 J T- 0' 41 Z D 101 21'•3' 32 21-8' 38 20'-T' 34 2D'-B" 138 18'-9- 35 19'-3" 40 20' 4" 34 20'-7" 39 F 19'•7- 35 18'-8' 40 F 18'8' 37 17'0" 41 p 11 20' 3233 J 20'•8 9.7" 3 39 F 19'18 8" 3335 J 19-9 10' 39 F 1 B'-1 r-10 3537 J 18'-0" 40 F� EXP.03/3!/1 32 16'-T 37 '.8' 9' 33 18'-1 36 18'-1' 35 17'-7"B'•3'4142 12 i8,-0. J1 18.g• Q F it-1o• 36 it-1" 41 F 1T-1" 38 J 15'-7' 43 F 13, 18'-9' 32 18'-10' 38 18'-1' 34 18'•2" 40 17'-4` 38 1T-0" 42 �p4TT 13'-0' 34 J 16'•1` 40 IF 1T• ' 38 J 1 '-8" 42 F 18'�' 38 i 16`-0' 43 F Fo�N3 SHOW TMrt SENTa LENGTH DP FOOTNOTE; 'SAMPLE' EACH SCE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. MAYBERED CE-0rLE CLreej!FoRF SLMEEST FIGIRE1441CATE3EXPOSURE 8 WHERE RE SLAB CC: �'EACH 6:DS Far FREESTANDING Oh'L�, 8EE ALTERNATE FDCTM TABI,Es FIGURE INDICATES EXPOSURE C SW.10 FOR ATTACNEO t FRPEBTAN>DIN3 COVERS ADDITIONAL FOOTNOTE:WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 6 C. DRAWN SY:t 1 1 1 TOM CAMPS ELL d A8SOCL4TES,INC. LIVE LOAD• FPAT10 COVER SYSTEM AS MFO,BY; IAAMO EIta OfGi CATt:SISgir201< POST SPACIN3 TABLE&c.JL:xpNE ��+oiwsiTu�cTIRALt7�WNxwo FRLESTAtapW3 to.2)t�oyn RALUMPRODtJCT5.lNC. a4v,swer: r�ANr�ocucAiaoNcxa rosuT�ra,m pANDAT 1 o,AC �o�w�o�trH ALPINAVE. E.BACt ..CAIr-M SHEET 32pF33 ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL 2.740"ROOF SLOPE SHALL 9E 1;4':12'pAiN, ALUM.ALLOY ""t gp63-1-6 WINO T�.D60' 3.200' DESIGN S.M.S OR 4 450' 90 MPH �'4 12'O.C. FOR APPROVED f5 M�Fi— 14 3'O R 4 y' ® 1G'O.C. INSUL.ROOF PANEL ALL FASTENERS 110 MAH #!d 8.0 SEE NOTE BELOW SEE TABLE SHEET 9 W OR 4 Y'APPROVED STRUCTURAL SANDWICH PANEL, NOTE:*14 SMS SHALL HAVE SEE NOTE BELOW A MIN. 1'PEN.INTO HEADER 3'OR 4.25"HANGER CHANNEL HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C.E.S.ANDIOR IAPMO E.S.LISTED UNDER 2009 IBC, 2009 iRC ANWOR 2010 CALIF.BLDG,&RESIDENTIAL CODES, CaTIONAL DECORATIVE FASCIA 414 S.M.S. (WOOD,ALUM.OR HARDBORD)� __\CNY C SEE TABLE ABOVE PANEL TO HEADER BEAM CONN. EXTRUDED o EXTRUDED 'IR GUTTER DRIP EDGE 3 3 94B '� WALL FASTENERS 1 3 SEE TABLE SHEET 9 ,��� (AS SHOWN N IS REPORT) OPTIONAL RAIN GUTTER ` SF-C� BEAM HEADER (AS SHOWN IN THIS REPORT) OPTIONAL NON-STRUCTURAL FASCIA PANEL TO PATIO ENCLOSURE CONN, 414 S.M.S. SEE TABLE ABOVE MQTB: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT'MUST 13E ICG-ESR 1230 EVALUATION REPORT ANDIOR DURALUM PRODUCTS INC.CALIFORNIA FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 20M iNTI_RNATIONAL BUILDING CODE,2009 INTERNATIONAL RESIDENTIAL CODEAND/OR 2010 CALIFORNIA BUILDING CODE AND 2010 INSULATED CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM ROOF PANEL PATIO COVER DRAWINGS INDICATED IN THIS REPORT, MOTE: INSULATED ROOF PANEL INSULATED ROOF PANEL ALL COMPONENTS ARE 1NTERCHANGABLE UNLESS OTHER WISE NOTED TO APPROVED TO APPR 9EAkNG WALL SYSTEM NON-BEARING Wp/ SYSTEM DRkVM!7r_EN. TOM CAMPBELL&ASSOCIATES,INC. LNE LOAD PAnb CbVER SY8TEM A5 MFG. Y: IAPMO ERO 0195 DATE 10MI M12 COWMRCAL AND RE5IDENTv.L STRUCTURAL ENGN70 O Nsu�AOOF 1o.ana3o PSI DURALUM PRODUCTS,INC. �N AYE RANCHO CUCAMDN[A,CA(261)741-2t0Y PANEL CQNHECTION� 0,Iw 11 y7ND r a2Ep ALPII(E AVE.,3ALRAMENTO,CA YSR29 SHEET 33 OF 33 00.100a116IAPH piss 4u.nai FmAza_t610.ales�dua\m.pom