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HomeMy WebLinkAboutPATIO-19-0608 r -ob'� j Permit NO. Patiot-19 0608 4City of Arcadia, CA \' f/' Development Services Department :© o (r ' - Permit Type Patio 240 West Huntington Drive,Post Office Box 60021 (To-Qr. / Arcadia,CA 91066-6021 WorkClassification Patio-Enclosed Patio (626)574-5416 - "- _ - .Permit Status:Issued ARCADIA - ' Issue oate:.03/26/2019;I Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1815 \ LOUIS E AVE Arcadia,CA 5789010005 Contacts JEFFREY CHIANG Owner ALUMALINE DIRECT CONTRACTORS INC` Contractor 1815 LEE AVE 1024 BAYSIDE DR 390,NEWPORT BEACH,CA 92660 (818)911-0681 Description:ENCLOSED SUN ROOM AT REAR OF PROPERTY Valuation: $ 7,915.20 Tenant WITH ELECTRICAL. Total Sq Feet: 240.00 Plan Check# Plan# Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $401.43 Building Permit Fees $203.85 Cash/Receipt#REC-00781-19 $401.43 Building Plan Review Fee $132.51 Amount Due: $0.00 Green Building Standard $1.00 Light Fixtures $6.52 Outlets-Receptacles&Switches $3.26 COMPLETEDSolid g Mot Mansge rogr Fee $1.03 Strong Motion Ins[.Program Res $1.03 Total: $401.43 CALLS FOR INSPECTIONS 6-19-t- 1 Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. ,Tlofl 7ZAcx at thi 7-Z.at This permit/plan review expires by time limitation and becomes null and 1 void if the work authorized by the permit is not commenced within 180 days -1�-/ from the date of issuance or if the permit is not obtained within 180 days (V t� from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. March 26, 2019 Issued By: Date March 26,2019 Page 1 of 1 • 'R 4 ,,..,• I; PERMIT/PLAN REVIEW APPLICATION 0 _____ , Eli*' Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia iI,ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION DI i hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: li Chapter 9(commencing with Section 7000,of Division 3 of the Business and •Professions pp tgnature of Contractor Code,and my license is in full orae andC ffect. ❑ I have and will maintain a certificate of consent to self-insure for workers' cense Class O License No �6 1 1) Exp. Date (2S compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permitd is issueV1 OWNER-BUILDER D LARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby arm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of he work for which this permitaffirm License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, , Carrier ____.„----n. demolish,or repair any structure,prior to its issuance,also required the applicant 11 policy Number — for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is ❑II certify that in the performance of the work for which this permit is issued,I shall exempt there from and the basis for the alleged exemption. Any violation of ,snot employ any person in any manner so as to become subject to the workers' Section 70315 by any applicant for a permit subjects the applicant to a civil y penalty of not more than five hundred dollars($500)): ',compensation Laws of California,and agree that if I should become subject to the 1 workers'compensation provisions of Section 3711 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with hose provisions. compensation,will do the work,and the structure is not intended or offered for Daze �//� t1 Si��. sale(Section 7044,Business and Professions Code:The Contractors License +-- law does not apply to an owner of property who builds or improves thereon, ' or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature _ _ Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: I. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. // // ie /J'V& 45// 11 Title PRINT NAME rtify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. Itagree to comply with all City ordinance. and State Laws relating to building construction. I hereby authorize representatives of the City of A {rcaIiiii Idia •to enter upon the abov nti , perry for inspection purposes. glia ture V Date ! 9 fj bo, l,._GUise Av-e - 4 5 I 1 ProposJ r I I < oily II V I/ 1( war: oil k fi-th r 9 L-& �/�/ i (2) I 5 7( 1 1- Sun (-COM ,, \\ W/ it S I Ii1,SV�(1kal 0 �S(i.Di ` _ .... (0Z9gg ■ i 1 v --- Wi 1 rI� I _c Y �' •O T 4 - 4 VC.\ LO - tD C4 \ / —/ • :1---- l . r___r____2_,_ ___, . _ _ _ _ j i1 • Q_ .. • DC) 1.I1 5 / I ROUTING ACTION �� a Date and Checker: Initials of 1 Pecz0 ,°Pep°Go�p�°�\��y/ Notes V Plannin•_ �1xQres • ✓�`— — on Sheet# En a. �QOOm • t �_il Cclove� :� cj Fire (b PWS-Wafer i 7 — __ g • WELO -- - — $__ P"°ie, mer , 6„ -0_ g Trees _ ; --- _ -- ! 1048 `� i_- I ". a .-' – —- - - This evaluation report,ER 0181,has been evaluated by IAPMO Uniform ES,a nationally recognized evaluation agency. •- ' IAPMO REPORT BRAWING":m If the propesedproject falls within the scope of these plans,permits can be Issued over the counter. w This IAPMO Uniform ES evaluation report eliminates the need of plan check and also eliminates the need for having the u& H engineer's stamp licensed within the state of the project For more Information,visit www.lapmo.org. w�=9 ATTENTION BUILDING DEPARTMENT. ' �{ lig NUMBER. 0181 These Plans are not to be used except with the expressed permission of C-THRU INDUSTRIES. I i 3H - TM i g? d ABBREVIATIONS S FDFOUNDATION SHF SHEET 0 DIAMETER FTG FOOTING SIM SIMILAR CONTRACTOR INFORMATION: PROJECT INFORMATION: SMS SHEET CE(5,5METAL SCREWS Elift n �} AB ANCHOR BOLT GA GAGE SP SPACE(5,ED) °p��e�3�' Company Name: /� Valli IQ V Name: A ALUM ADDmONA GAY GALVANIZED SPEC SQUARE ON,SPECIFIED !NOM E 1 61 C�9r ALUMINUM SG SQUARE !pig'IFB� Contact: �6($ tC QC� Phone: ANCH ANCHOR HGT HEIGHT SST STAINLESS STEEL tl O APPROX APPROxMATE(LY) STAG STAGGERED 1:190.l 2n INFO INFORMATION STD STANDARD License: IC03`195 Address: i 815 twat �i ,,�A1.. // BLDG BUILDNING MFR MANUFACTURER SIL STEEL � Ft+�3L State: y1(L'°10109 BM BEAN MIN MINIMUM STRUC STRUCTURE(5,URAL) 3g Phone: n p p� B.O. BOTTOM OF SYM SYMMETRICAL th{TfT9 ((/'�L1 6 071310City: gilt- BOT BOTTOM NA NOT ALLOWED I i9Iegt@aei1A Address: "�I NR NOT REQUIRED T&B TOP AND BOTTOM . G� Zip Code. OD CENIERTOCENIER NTS NOT TOSCALE 1110 THREADED State: Nati( BeJJCL CEN ERUNE TM( THICK(NESS) 1;, CP( CM COLUMN OC ON GENIES T.O. TOP OF q\11 City. TI CONC CONCRETE OD OUTSIDE ON TAP TYPIfAL '''.. q OH OVERHANG 11/6�V Page Ret: CONT CONTINUOUS OPNG(S) OP ) UON UNLESS OTHERWISE Zip Code: CTR CENTER(ED) CPP OPPOSITE NOTED TABLE OF CONTENTS OPT OPTION(AL) ^�i GOVERNING CODE: NUMBER NUMBER SHEETLDET COCO FR PL PLATE VERT ��I� a> PROJ PROJECTION W/ WITH •=t NI GENERAL NOTES: W'D WONT 1 G-1 COVER SHEET RAD RADIUS WS WEIGHTOOD SCREW 1.I L9 LIVEISNOWLOAD: 2 G2 GENERAL NOTES OFAWG(5) OGAR NG(5) REF REFERENCE/REFER Y7T WDGM CH 1@. d� 3 G] GENERAL NOTES EMBED EMBEDMENT REINF REINFORCE(D,NG) U� E SO EQUAL(LY) RECO REQUIRED ppF INATED ROOF PANEL REV REVISION d� �� ,(J �Arn ES EACH SIDE FROST DEPTH: j`�' + LRP-1 LIiPROOF PLNSAND COMPONENTS EXP EXPANSION ;E (IF ANY) (/ 5 LRP-2 LRP ROOF SECTIONS AND DETAILS EXST DUSTING F e LAP] LRP ROOF TABLES 7 LIiPJ LRP ROOF TABLES II TYPICAL SECTION&DETAIL NUMBERING SYSTEM WIND LOAD: GLASS ROOF 0 a GR-1 GLASS ROOF SYSTEM PLANS AND ELEVATIONS G G 9 GR-2 GLASS ROOF SYSTEM SECTIONS AND DETAILS EXAMPLE OF SECTION CUT EXAMPLE OF DETAIL BUBBLE w It 10 GR] GLASS ROOF SYSTEM TABLES I DETAIL LETTER CO K WIND EXPOSURE: 11 GRd GLASS 0.00E SYSTEM TABLE50 W S. (acnes talklaER 12 GR-5 GLASS ROOF SYSTEM TABLES U&COMPONENTS 6i 7 IFATxN�uena W WINDBORN DEBRIS J�ENCLOSURE WALLS `o[EET PAWN. eEDnox oEn..uow.1vNETt5 DRAM IF 0- J'� CUlaPENT 13 E30.1 ENCLOSURE WALL BANS WOAa DASHED.SECTION s alum a,cvwF.Nr I REGION(YES/NO): 14 E30-2 ENCLOSURE WALL SECTIONS AND DETAILS 15 E303 ENCLOSURE WALL TABLES I EXAMPLE OF SECTION CALL OUT EXAMPLE OF DETAIL CALL OUT HVHZREGION wES/N0: Is E304 ENCLOSURE WALL TABLES II — n " ) 17 E365 ENCLOSURE WALL TABLES O&COMPONENTS DEM OTFA (HIGH VELOCITY SECTION SECTION DETAIL (ICC e, —' HURRICANE ZONE) ».,o m.o., •CHECK THE BOX/PRODUCT THAT APPLIES — FOUNDATION TYPE: v\_nmFmOI scenneu u`*u�EDTE" a°ET�IItl — 6OA HED.SECTION IS DWI FYVNED.DET/6tl FROM T6 CURRENTSHEET TAW.m.o. RENT G-1 am — , - „ 2016 CBC Appendix I-Patio Covers m EC 2015 IBC Appendix I-Patio Covers 41 011110.1 Ray6 Z For se l ode probs.0Ma*,1 FwM pwm pus an WI.O. LPs.1 Ws 304Ss art pI we SECTION 1101 GENERAL Pato oin 10rentire81134 bmelmy enotpmM: exceeding 12 100(1957 MOIL a.Duly"®muni yMlmtn cmm lO palorssISetlbaAH1004.1. _ ZaH 1101.1 Gwnel. A11105.1 Deepnbdt b.Loom veepWeasb tweed MOmunwig)emeenlmMMSS c430lelolen. to Rola come IM be earned bed d dams o'e en dwelt"wells Peso ownMO Mur oly M PNom o cons tbe dWPed and ccareb en l no1ln.Wein 4em x mSOS 01843 ml.at N dead boas For en enema M meat 050001.the" . seenwi * thal bepp . sad bynWMbine 2 rmmeowiatom Wag pOIoa and not en vepA.garga Swope room ce isbit3014 man dam a mbinun vets M load al 10 words per ewe lad(ada e4hrG1 except tad are loath tad be be Mede pressure byte mlumma bas rutin Tmb AXI®AR). J mid whey such www a sawed Tbr to Sum mmeaMLMM dealbmldMMemm wend a For Load Cam AMoo mN0 o8.0epmse"ImWi Mapplied brm dainumy 13 130 7 11021 General. bads allot in SeamR30121. to upwind and mom4daam,wNe ming In Me same dream as OUNd. T •p r 2 A The Slowly bah b Pp in m re she nes al tpelot ban tau mere:93 mw.Omen m The elm melee malso te anmymbunm l mg from be mda pL e • 1 Rees m 2mn the b ,Oeal Wang M gaSM1Smn nef N110S1 FmOrgf. ba CnFor N.nerdy* alwore bw eau wla.de ma4m wail Mabe mmyMhne • O? 0 PATIO COVER. Inawatehmermdepik mmtmpeened b T4314113012(13 a pee eweOW laprlbt b bad applied drglaeadte OidadMedwsa U- 1 4S AebelvaMhryemglued wad wed b used b manmY.outdoor Nap purposes associated will: atoning art Mnrparlad OnedebmgedeaAradlmnr e,paddedtlu Ymm4vnotdepMolaa al Stein R5C414 d sea than 3.5 h,ee(00mm)Mb:and Oe date m ml Weaned Mand Sal ladle t ensu 0.For led Cee B.Oe OS.p.1ane ral0[0a byte pvedOd lee's wee MM eases tar n 1103.1 FeMraswu4 d]50:numb(134 WSem atm late Intl drag bgtbmry dragon semen mlmlmals a Ow wird.WtmmbetemdW gland en m Me and we bad t.wound.Vw laid CewAbmbMbe SrryeA"vWgiemrrmvemsmFeneal® E88:838.3•204 wuapwnnd5 Md.wy m ryedmpauedte epee to spy load Can B loafs shall be epplel art,to mumwd reaps widen wrywm bad ! edsoal Owbmmrmbal 4h43 be mThe tm Maeedn0nde IYBlas oppro mm)mamwa, .0X100.1 lienees n amed Or W nr.GpNn0 WO be pets lobe eidoMNt awed wea5g mp,M brSarseen adusm teodoao wwre}v.41:40 ha tmNwwitOepoWbe WWesdm nag! 3! anapnml pat ahs bee 0.IHhM(22nor)lot 0.0.,pavaamMg tot.pnAebm Wmmm�24 from one ewe m pram. waane give emmig bot wand ad mammy fi��G�III co mtlmntlnemnnotefwembg. IH1f41.1 Bla�tlwecm. tThe roteto astISOMerpyu4loM 8@ 11033160Lwamman4amegaryyae. sawn eenesm sSl pot b weber MNabe epby L Table pampas we MWFR9 bads.TN Goan m edJ ml past and the tWtaro Mabe �2 F®b@ Ecab Raw9a dew:twang one r5umd tad W4 W mOeSm thane W^Ar b open Intoe Pse endure. AR10012 MWm,n mlW Sight bwdmmnWwmoddaylaq WwMwo'medmmdaYaWmdmu9emasaMmbb. !II 1141111 Roaww,wepao eaten ma be etched If net:metre em wotg ea mrperygaw mmomerhne saran eoAww moa Mn a Wog MoleM am to Met(2134 root .Tab penes 41y bS4wt by3Wmd by 00134w.net sawn.Foe la-m by 144eh by s!!a 2h Oen sleeping rooms.W'ere bum exist(rp,ny earn m n me Own the dMwg u%Oe plo mdva 'W1M20ennXYm' 0.0134141:mai4:me .pemapwe en ram poloa Mbe pad b ltw nJbbe ny Dae. 2211615°4 unless betmaeN.dal be provided wt ddb mdwMrg b N"lobbe d Cupar 10. Foe mew angles prla da:m Meds by 20 Ines by 0.013 heL passe b axiom! ,13 P 11 The following wad ed tern dW,m Ow Presse m Otle eopath{inn the mavg ehwn Moen. entry.shell Med.n Omar bmp000n shall te pmmlaed. ij Y 1104.1 RepM1 5GNEEX ENCLOSURE AbuOAeg a part term I,wit aria pal seeagmin5,and lining was el n LLmi baptlmm dos be parted. 4 61�lp 11'2! Pale Dna shall be intend to one-story mdro not=cram 12%MOS2mm1 a hest lined sering.and a saw 00 Was eardrg,pest Maws m ebur Opurtlpa lush, gjQ!yl412$g(gipaIp 1105.1 814343113344. .0X1003 amen mLLma TABLEAXl00.4QI ADJUSMFM FACTOR FOR BUILOlG HEM:17AM EXPOSURE 92 di PCW taws mall bedpaW and orstrudea to amble.MON to ahem to.of of.ale amen abate Ws mnpy wt Seen AH1[4].1 m54311®32 e l deed Lao Flo a minimum vests be.led 0110 pinna per Square hm(OM LNMS)wept that war loath Mm b used very such anew loath e®1NeniMmn. X4106.3.1 Thldna. Such par sewer Em M 515(01410 nest be Sims:wind and seismic ire rent b em ra MSS=y MfWma Men°4d auirnwarM e5 be rd lm than 020015(122 mm} MEANROOF SHAlRE tl^f\Yf,�' 11052Fmty. X110t33134nay. NOUS0034 B C 0 .]�(� In wen MO a M1OMmpt any a pan cowsi Mwbhr 10 MnpMatl m ea•mb Wb an pWspMm Sawndn.y MM Ma nmdmm 0120 taapeb y20 Male pbm melt 15 1m 121 147 ' (\1 Satin"padded Me tab wdmmea Ow worldoo of Chapter 19SNbwea roll=to 3lo1ntiv(00rmnllmaMMher PlbeaMmwmaaoponbids btu 01750 ands 1130 IN) eb.na ANIMA 20 1W 129 181 . and TMmdvMdweye deova:Mmum WOarpywie3a6rn811100.4.1nnup0ANIM.A]. H 180 135 181 TABLEX1106M1)0E510N WINO PRESSURES FOR SCREEN ENCLOSURE FRANMOCt•ten 30 120 144 140 2015 IRC Appendix H-Patio Covers H 1.05 IAS 1.70 $3 b Ira IAB 1.n NI SECTION A21101 GENERAL 11140 LLRMATE 061GN1MNO SPEED,V.Orpe) 45 1.12 2A 120 wig 3g .0X101.1 Sown CASE wool, 100110511101120113011441150116011701130 to 1.10 150 181 ,2 mgt Pomo ewe MM exam b to nwwmmnbd Sedans X4101 beuje Alive, bNam Category El GeMm Plmve(pfl 55 I.1B 1.59 111 ;CIE .0X1012 P.mulea me. Windward 63 1a L& 1.0/ ^ r�T Palk,coven MMWadaed10 bdoWad from a steed m Mwuaerin Pada4aa ad be used only leeward walls HELL P51mrMW media Mag purpose.and ml en was 9:181044.stomp rpm m habitableea. (ROW NN) ‘,Li g and windward 8 7 0 9 11 13 14 18 10 21 ivset 5341.334.8 mm. A° ��r 8 SECTION A11102 DEFINITION wall(nonflow - e thru)VW= A1110134.1 W4dbed. M102.1 OawnL o-2 Sou pants!supporting mer widener noesai be deS ,d b support the bobnim The loalgwed*Slam Oen.Porte pompon sloe appose;Mw the nuwnsg Mem herein. poems 1wInd Inas 001(9910mµ1N/e)11400.411)10pouu��lp�lti(0479 0Je bent 10{ands Windward and PA110 COVER.Aerut:e will open or gland wale Owl bwed brmeewd,Ndia Mg wpm leeward walls BCwHmed wit a MAn"ma aflaw OWLS Pmmegr Po0a0mtnM1 CO AC and windward 7 8 9 11 12 14 10 19 21 24 rwn e.ooppolgeaesnwdasmy,ovalledwdmardmeeaHl ‘isp SECTION 811103 EMEWOR WPILSANOOPFNINGG Screen eufacea Man b wmkedaemde a nwMum 01Erwd KIS M4YOnhha = 3t wail 1./W=EN 2 CC [M1ru7 UW= Xe05A3 Rwfty lay W All 103.1 E,Wave Wan The mYtmnmf00l 1elal b 10 33110A70 Sam} W EdanmwSbec u pamoed to m be mmryApWLpMm anded On a: o p=elSewbga wed eone e Bd Windward: 8 10 11 13 15 18 21 23 20 30 X11046 Fmtlryt 0 eddNom wen b equal a M lem10M 5 ward 01am OabN w a mYd nun S lr041du(AII nal dch int Nangable mar In wear MI a 0m kw depth Ware.a man*Mown phial bmatted b bewar me O a meted pm Ow now.Openings eb0 be wmeed a be miopi et Oe foOMrr. I.WAr=a1p cores dsbaomda with roans,padded 0 the eaten blow woman.a Sar:RS58, 2 Aa0admduwa m transparentpa3tmtmntno.1Had:((32 nnn1MWetan Bd windward: 11 13 11 1e ie 2x m m 33 37 ��law Own]frsItN)pie mmm=(OBmmltelmd Owmlmtadordeugenlrbh men 01750 Pouts i 3.Gan cordoningto te woaae W Salm wee. Gable Ma 4.AnyarbWOm 010x Ma'n. ROOF _ '• ANtb2LalsaOatm and ae0wryewvt wan ROOCREEN 2 3 3 3 4 4 5 6 7 7 a FG Elanopening,e uhe]blgv edwden0oe Mal Mwmeeden open 900 epdbtldnem bnn3 �• to Sano:AN101.pmeed bathe pato tenwre 4110 be uredosed ave mums we amwiv PILL FOOF30LI0 7 0 0 f0 12 1J 15 18 20 22 .84834.01•40.43 n ems 1plms born sod 1 erne W348:3mm otmm ar393 wive.an=R ^' Pm ban the dwelling mop the ped sinew.elm emerdmMt eltl be povied wed ml ailmtg ate •P� 9:081.0384 of 5aLm wtl m by ede. G-2 P GENERAL NOTES AND SPECIFICATIONS E I DESIGN CODE&LOADS 2➢ B O I.TIEHIINOMF.9 wQYOFD WIT/1111WIT/1111TIEEGtl£OFTIE32 PMWIH69HAVE PEEN OESIGIffLINILCQGBLItE B.ESIEIIIIPI FILMOIMIFAVIBIULL00MWBSRACONFORMINGnan1!REWwfNEM9FOR OE gy WITH THE STRUCTURAL DCVI RENEWS OF TE Fd1OAOBIO E: BYA103Lu1LYFNDTEMPER.TDRYFc.OF SVIHBNVLBEKSHOWN wTHE I➢RItlWME W 3 Yp AAPPEND%I THE IDte WYdWIASNNx0CCOE(CBLT. ALIOWA91EBP0.V TAME S j CAPPENDS 0WIER I OF TXE 1015 ITflWATDWt BW➢w0 SIRE MCI2➢LSjF�g IPFF1OIXOLERTERH OFTFE 2014 IXIFR.WIISW.RESEW-apt C0DEORC3 P NM1O011 NE0INE.EN19 DEME 7014 Fltl19APLOOINO CNEIFIC).ECCWOINS BROMK0 O CFOAM COPE SINAL SEM DRMO O RAMC A NOMINAL DENSITY SHOWN IN TIE 5 CADS LOJMY. AY TABLE y1L MOW SHALL COWRY MT11ATESTELEst N6t 7 E/Op SEPT.WCEPLIERIAWiPAn000VF 9ACaf0. PEFORMDEO.ANDED POLYSTYRENE BOARD(FXAW PS).AS IFKNRED BY E0TxEA ATLAS EPS 254 JE a�IENCLOSURE REOLO ENIB OF TIE APPL.AREMPI WW1REFERENCED COOS SL BE IGT BY THE cat-imam tl1 L ESR.te4 MmaNFMYNR18NID 111m6INLEB6Rnw 3 V 2 p SYSTEM COM11WC1ED LIENS THE DETAISM D REOULff4FITS RESENTED wn111N 1112 PAO01 R E MIME CbWGEN9 ARE E0ME0TOMETER BY AV ADHESIVE DE£OMATED AB 43004.355-IMMORALADIESNES I FEE NOTES MEER ITEM VI Mil MRIRNK USORWn ON RE0ARDIIO 0i.YC0NS. WNVFACNRED BY THE DOW 0100.4 C0.PAW..AIDAPPROVEO U74050 ICC E3M10 . 11E ADHESIVE APPROVED M*0ASS 21YFE1.STMC11.11 LAID[SNL UNDER ICC ES ACM. . 3.DCMAWFACNREROFNMYCE9IX1ENT COED wnal 1ABOVE SHALL PRWOEO]INUTION Wrill EACH SHIPMENT 114AT/41. eta111111 COMPONENTS PROL'EEO WITCH TIE 0DPAEx1 DMMW TO THE AFRICASE SPECIFICATION(8)MOM CEFWTIOI(3)OUTLAW E P 0 II MATERIALS MOVE 9 111 L uM1 umwUNFOR F0WR NSIWNF LPEMBIYNNoxTAuoYMID108000 WETS(L10.10. 4.THE SADMOL ALLOWABLE BEM,FOR AGMm APRN=LOM SHALL Mt FMEEO THE SPM PROVIDED IN TE ALLOWMLE O^M TARE !111111111 FORBAD LOAD.EMRA1ATTODN I OF TIE WATICN MOWED TALLOWABLE SPM TAME IS NOT PERMITTED. 2.uvA6VUYSX.LLLBEPAw1W 04 ALL0RASLE Wl111TIEPEOY0El1FY19TOTF0RMwvMRIASEOfpxeB 9IN ealg9650 KTHE AUWRUYDmox YANDLQweM43l S.PMSJ3 SHALL BE MMMMI3 ATIEMi0C110010F SPAY WIIM W TRANSVERSE CNN!. .]➢➢4➢6]eep[�y. &MEET METAL SCREWS IIAS131WL SETAPE33 STEWS GABLE S4.20.15 AIN¢SYS 0ULL NOT BECWNTER4 x 91 i➢�i6 STESLR0T NM ATTACIMEW OF THE COVETING PNET ARE SOi4TAYMT00Y THIS APPROVED EVAIDA.TM REPORT PLASS g( 4. ANET�SCREWS SMALL=MOAN TOME REQUIREMENTS SET FORM 5 PARTMW THE LATEST OR STRUCTURAL PVNS STRM)BY TIE COVETING II.WWICRW. 8 I; 11!6.➢➢ E5304 MANUAL FOR TAPPING SCREW COMECT0.6 9 96➢Y 7.16E/AL PMN¢FASTENERS SMALL BE ADPDWN STAINLESS Elsa 0RADUEIN1hD.Ig10R GALVAR4D 0R ELECIRGALVnI® i 1111➢E 111 S.WHERE ATFMGENT TO SOWING000001YRE COMES.TIE WCOD6 THE[5121310 STRUCTURE SHILL RAVE EIFEL C a{e[ p FS. A NOIWYSPEOFC GRAVITY 6043.5525433 DF. 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ED a_ a V LAMINATED ROOF PANELS 0 TSENSFY APLIUSLBP TO Thy WITHIN BANG 000441WILi00 DFRO/WEFTS LEES roTY PAY4 MMRlm0MEN1PGLASS 4b PSI Wro�0R1 roS140015B E]Oa To iM ON SEEMS sm NIW1 AIX 1 ARE a 1.TR FOAM CORE ROOF PANELS DEPICTED WIlSN TIE DRAM.]M£1IONOED FOR UTE 040250EMW. AFPOOWETOlM6PECDIC ROY PFINO CON9IRURM. PATIOS AS REGULATED BY CHAPTER A 6 DE GWF00IA BUILDING CWS APPENDS.ARF1ORI 6 SC D.0i0a3 OUT ALL ELEMENTS NUM ME EWmE PACKAGE'MI01 ARE NOT MO MEIN THE SPECIFICµ@MR. - .. MTE0UTKKIM.OIIISHO 00E.OR ARMCO(H OF TIE IOTWU110NL ESEEWWL COLE. p, ].W1F 4 _• O.CALOMATIONS PREPARED BYPE0STFPIDfP6ESSIOWL ENGINEER SHALLd BE 0RWTITO 111E LOCAL 55111010 OFFICIALS IF u. 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Y/ NOTE DG W191E 1TIEEASTWOOECRBMALLXI.Y£APEINBTF0R Iv R [ REODBYCOVE LMSWMCIOXCR FEE WITIELCGLL NBNIICROR I Eta DS: / 2aTMS0 N jj€ WLN YalOWAIDEFWOJE OSNIXCS FOR 3.THE WSIwSOEG%RMSLLRE.WNIFlEDKANL 1 ` • lg j WFAIETIS REWIREMDM3 FoRkeanE OPSOIL DST JOIST AT L• NA1110NNLKLSBY M'EMCI.£EALR'ENBEDRI � Pawnee twat!LO GL awswrnw. (EMMWAGE a'b ♦ENCLOSWFSATT/O®TOKOIA THE MAXIMUM U X-BRACE OPTION DECK ATTACHMENT wma MW SMP) g BWNEONI HUS3RO FT K FRWNTK THE ROOM DTO THE BEimpROCS MT :'@ • 3 DETAIL DETAIL ® FRONT¢owEdmronrewvRl ROGixr. E NONBEARING WAIL .waa mu W1 rra co SECTION F W.V. e a W OJ ¢tW MW OF SIA3® EIIgDRNE WNL MOMS WYct z C 6LTO L'OC �NO YR 15 WC IVNGiETEYG9 =C # wR180.t FOOR OR (AFE31 (L:?c`j J ii FIFA PNFI OIC1� N y w NYI A➢MESIVE " :tr IKTIGMRLI O z W L}�yj AXC1C0.9wro BROOM 1PEWIR�EOEWwdEFWIWO UOF 1E1 j// / �E s MOISOC NSON ABAIhT/IMNS �ti 66 1 i is DOWNERS BFEKRg11 FOR LIJ CFWRN W/ !an : '"`j SW cb?IYOI 1$ WALL NLTwCWEss18 B.YANCEK050 W Q OAuMawr NooK I %:is:%I:8 rat, •Ltry ": a LOfALJBNRgCILH � ROGToyO/JOYW :'V OWHER LRMNJIM FIAWE➢_B1' FROST UNE OEFlMEDBV HEIGHT d ww. :.. ...... FRIER PAVE 1CP11OXNI -^ w CONNECTION AT OPTION 1 OPTION 2 ,... EXISTING STRU RE CORNER DETAIL DETAIL e DETAIL O E30-2 • STEP I-DEFINE DESIGN PARAMETERS STEP IV-DETERMINE TRIBUTARY WIDTH TO WALL HEADER „1e"'-• • A. fprtKC LOCAL NW5000TON FOR ALL PMWITER2 0. OERNE TAW DESIGN ROOF'LOAD A. LOCTEAPPPOPRATE TABLE FOR APPIJED ROOF LOAD. IL DOAWWOEVGNCOe.sE]FGftll! 1. ROOF 11VEr5MaY WAD.SELECT ONE a LOCATEAPPROPRIATE CURT FOR GALLON TYPE APPLIED LOAD DRECRON AND IMy0N SPACING.- c 1q'ATEMEASECIONccROW A1LCOLUIIX VNLEam1aTHE WGINNNIDWAOE4TRIBUTARY101Dm GT CAN PE9PFCMm I. <CU�M4d a 10 POP BYTHE READER z II D. REPEAT PROCESS FOR BOTH DNNINARD ANO UPWARD APPLIED L04.03.110 NUO3AFLe TPI0199MYWOIH THAT CAN 000120KT10 2 34IEWM'OILLBVODRDCWe6302013) grY2IV'-POF.1 BY THE WALL HEADER IOREi1m1NY0THE TRIOIITARYWIDTHS FOR WMM,ODMOUPWARDLOADS. ESg-B ]. w1EWunauLRea OENIDL 000EpROml51 mPSE E. CWOWA TR0ESINa UTARY RSTEPS 000EO NOT ECM ALLOWABLE TNWbIry YWIST1l 6 AI5 BIL1 4. FLORIDA LOW WIDE(PBC 23141 a 40 P5F ZH 6 OThER 6 WP50 ?C. C. DEFINE BASIC WIND SPEEOapH1-SELECT ONE L WWF ALLOWABLE TRIBUTARY WIDTH TO HEADER Zn S E DEFPIEEMVMFG7EGOR0.OTEEC90NE XFI➢FA D 'GS+mNWFIMD1fN 6 0 0 L BASIC INECaa 404 W0O SPEED 11@111 c"5'EWSIIPAO TYPE SP�ACIONG OF AAPPIIED 10 15 20 25 W 40 W W 110 115 IID 4 ftl IID 1W IID 120 IID 200 2 E OSW2O 1 t'1 3 EMF EL .O 12 102 Os ' 67 ]a ea AD 10 y� , 4 MD I 105 Pa u 17 25 22 50 3 L DOWN 1] 55 72 7.1 17 x➢ 2.4 20 11 I EQiii STEP II-DETERMINE'APPLIED°LOADS UPWARD Sa ed 7.7 7.1 ea 4.0 61 22 L ��d9Ypy 2,08 8_DOWN_MI 115 Ax fli e2 M 1] 2.7 ]3 e A. ROK LOADS.WERRA.L LOADS) ARD 19.0 111 10.1 0.0 65 IS 10 u 19p2[/jl 1. FOR ENCLOSURES MTh LAP RKY COVE°.115E'APPU5D RMf WAW DETE9faWD WINN STEPS Y K THE LIP DRAWINGS p8 g1 g 2. FOR OCLO511RES WO4 MASS ROOF COVER%ESEVPPLEa ROOF LWDODETERWNEDWTU60 STEPS IMF 0R DRnwaW STEP V-DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL MULLION 1111/5104 WTb LOADS-(NOI@CSETLKDSk A. LOCATEATROROATE TABLE FOR APPROPRIATE MALIAN TYPE USD). 11°s f@ 1. SELECT APPROPRIATE TABLE BASED 0i GOVFAOIGCODE.MEE TALES BELONG 9 2 LOCATEAPPROPRmECOLUMNFORBASICWmp4F0 a LauTEAPNICPUmECN➢aFce.IHTBDOWMNAROROKIOM{WUMbKurS0iW1J 5 1p11919Ea�l TENPICAOAlE6ECfaNFtli RJ0EWLPEM000WTL-Xf. G LOCATE APPROPRIATE R0W FOR APLEDWASLWPD LMA YNLW HEIGHT AND 1012211 SPACI3. NG. 5- 0. LOCATE a1E0.4ECTON OF R0W AH0 COLUMN.VALUE IN a 0 THE WIDNN ALLOWABLE TRIBUTARY WOTR TMT W102 SUPPORTED AJC 511 Ef p(/1 4. INTERSECTIONOFAWAOPRIATE COWAN 0.3113 R0W INDICATES THE APPLIED HORIZONTAL WIND PRES-631E FOR DESIGN OVINE WALL MOM] ]9Leli�dEi� WALL E CONFIRM ITUBOTAMWIDM 80515055 DOES NOT ECEED ALLOWABLE TIIBTARYWOIIL ▪ WAD PREESME VALVES ARE FOR COMPONENTS AND=Data. 1 ENTER OFa0M PRESSMES BELOW! T-2' \MH, ▪ R0OF LEO'5000LOAD 14rw H L/ ,,,.\,,,,..,, ,,.\• S. ROOPW000LOAD-UFWN0*101.) ROWWIXDLOAD.DOWNWARD Mewl l 1 ,\ EA 4 WALW613L ALLOWABLE TRUBUTARYWIDTH TO BRING WALL OMEGA MF II ALLOWABLE TRIBUTARYWIDTH TO BEARING WALL OMEGA UTILITY CHANNEL WOO 111 6+6°10 amW MY LSI WI Wwbd Wien Null, MIS 0wwtl Real Lad 950 ?As Wan CBC,IBC,IRC awl ASCE 7-10 WIN0 LOADS-ENCLOSED PATIO Tal HWA4 54.0 D 10 15 m a 'm b;m W ISL Ilya 54eaR D 10 le 20 25 m b W W Wawa Gammen Da*.SI 0Yo5W04S1 DON) 7.0 m 15.01x0 1x0 110 120 10.] 61 to 5d W 50 130 Sn i50 1 „A 4d 122 �� Load 110 111 120 194 1b IW IID 220 7.5 W 52 15.0 119 5] 72 6A 4.7 35 7a W TOO 15.0 15➢ 160 15.0 150 142 10. 05 g.6 0'I DYY S]LmS---Ms°0las 14 III IS to 25 20 ]I W_ 10 M 55 1534 03 63 30 12 09 10 W 60 15.0 110 152 m 15.0 110 150 13.42 1S0 152 to 01 IA ]S v rSAZ ep O Re05]v„ 288,661088 11 19 01 N L y T 1t 4 51 !1 110.5 42 20 118 150 112 ]51 5S 45 10 20 23 1.5 100 4 150 1e➢ 15➢ 130 11B_03 7.0_56 43 tf p 150 150 110 114 021 7a x] 42 49 Y L 10 IT O 73 TO 5d 111 5a e.1 !] M 3] 2.7 22 170 W MO 1e0 150 150 SO 150 13 10 as i r1 tl1 CBC,BCJRCOIlASCEJ4*WINDlOAOS PARTIAL ENCLOSED PATIO 75 4 IS➢ 115 6D u 72 SA 4.5 30 33 73 m 152 Ixo x t 122 61 a ; i ➢G! ]-r yy1WNI �y 1 is 60 40 4n 15.0 13 5 SA 56 Ao 4.0 34 15 flo 60 ISO 1!0 50 13 15 G 43 �`\U _---16,88:83a,YFpin,-,+=_N� d� ^ tta m !n 140 Si O ae x5 2.4 Ba II 1!0 vn 122 60-u I e➢ 'ry \`� 1 mit• 0 us.5x0 IID 1 - tm IW IID m Oy,200/ 4 UBO 42 Ted 15d xa 75 60 ]a u L �2 s ® 120 m 12D 4 L'6 C PGA 17 4,6 -DSSn6Q4 10 .]1.'a 2T -31 ..Y:UI 40] 7.0 4 200 122 52 62 41 4 11 x! 2.1 TO TI 4n 40 I o 4.7'105 0 u U • D RNryYA •D.4Su01M'23'.20.,x0 m m, ' -Wu , 90 43 1!a 121 n Ti 4a 11 25 11 7a m 152 IAO 121 A4 78 13 41 35 u 0) _ a len 142 55 7.1 6.7 n 15 20 u 10 110 100 150 117 1W R1 60 05 4.6 / � -^-�-- .2... �- `�� � m ao 30 20 160 155 41 01 73 ea 40 21 31 C STEP III-DETERMINE TRIBUTARY WIDTH TO SUPPORTING WALL 10.0 120 b 4a 40 4! 10.0 e0 7d Ss 7➢ 70 34 40 T5n1 160 IB 132 06 10 8.8 A. LKATAARRa4ATE R0W PANELSPAN 7.5 tan Le SA 44 31 20 22 15 15 7.5 150 ➢150 112 14 Ti 65 - O I. LOCATE APPROPRIATE COLUMN FOR ROOF OV OWIO 6o 34 Lo H5➢ 150 15.0120 55 LO 5o 4A 41 6 W # C. !AGATE NTERSECRON K ROW A • ND CLLVMI VALUE a CEM IS THE]WBUTARY W014 TO TLE WALL SUPPORT. a aa a a 0 EE 101T]ODEAT4WISAUDWEOI Mor W 12.0 m 7n y leo Se 33, a za Ia 4 13 10 7.0 4 1!d 110 4d 14 53 7.e 61 49 30 W 0 TRIBUTARY WIDTH TO SUPPORTING WALL to 3e 7.5 42 ILO 100 IS 42 id'73 os 4.5 33' 0. 5391340 ENCLOSURE}L0 ROOF PIH68PAN 00W 0VERANG LAI 'W 00 m m LO m 150 150 1!➢ 127 01'S! eI AI 4] Q (PANEL SPAM OVERHANG 0 2 1320.0 100 W I 16 0 61 • Ti 70 70 W 'I -'1 106 60 LI 72 7,0 ' 190 110 150 60 LO 15. Ild 04 10 7a b 7.5 52 150 1!n 130 104'61 BA 52 44 121 50 10 12 lq m as 4 ® ^ SUPPORTING 141 09 _ 11 38 m 00 • WI �. TRIBUTARY • WAIL 7.0 00 10.1 40 100 - d MOTH 100 11.1120 aa 12-0 3° r 206 1011 7.0 m 22 102 75' ,.. 3.1 b 150 10.0 70 S3 43 II 27 22 to _ ATTACHED as 113 1>a 115 b 10 M tl E30-3 m 24 II 30 120 35 I 120 38 • E STEP V-DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL MULLION CONT ?B 0 0 010 Eisi ALLOWABLE TRIBUTARY WIDTH TO BEARING WALL OMEGAMHUIIL-M4 ALLOWABLE TRIBUTARY WIDTMTO BEARING WALL OMEGA MXSTIL-T154H ALLOWABLE TRIBUTARY WIDTH TO BEARING WALL OMEGAMHU1IL-T20.FH s 2 we --Rod-(;°0 Ifie MRWWI ,1•115n uun MW 0O4mW610.7110N Walt wan Mallon NOH Wed AO Wood m YYn w Lm In 588°5 (moue' e 0 10 n M 1 t S40 m m 17..0 00 o I t v m v t I It m tl �� Hill S4868°00 10 tI m IS 0. N 0 5. pp g m mn Iw Im m nA Ito ISA 16o Im • ]per mi ma no no mo ma m0'len n0 7.0 00 ISA 110 ISA 110'uA tl.O 160 Im Ixa 11e,1�EIS�� 7.0 M 100 lm I lm"Im Im Im Ito Im ISO 74 111 ISO mo 50 mo 1m'110 1m 10.0 7.5 00 lm 110 160 150 160 ItO 150 10.0 160 fp c, II fY e. 100'Im ISO Im 100 150 Ino ISO 10➢ 0.0 Ito.Im Im m 1m 160 150100 Im' 6O 00 1m 150 150 I50 15.0 110 1601115A 6`p 10 60 m 160 1m ISA ISO Im ISO Im Im 103 f0 5➢ 60 140 to len 100 110 1m 150• Il m ea 1m mo mo ma 160 1671 MO MA Im 114: ;1 ma 60 160'Im,lm'Im 60 Im 160 123 103 1m 60 160 0.0 150 150 110 IIA Im 160 tl Im'10.0 ISO Ito 1e.0 110 160 110 110 ga0e 5E l0D3 Im ISA ISO MO m Im v 03 51 120 60 en'10.0 ISp xO 1m 1571 Ian 10d 0.1 120 tl 1m I50 100 110'I60 10.0 14'1).] Od 15111'1111I m 1m 1m ISO IBA 10.0 Im Ino 14O ISA 7.0 m 160 m 150 150'Im 160 110 ]A m 1m'Im 150 10.0'150 110'ISO ISO 150 el10i m ea I5n ISO 1m'1m 15.0 ISO 140 ISO 150 0730 00 Im ISY 1m 50 ma Ito 5o'150 Im ]A 50 Im ISO 10.1 Ito ILO 4O ISO 150 ISO Sacf as 11 oo 15.0 106 0.0.71 Ito 1m 100 140 ISO Im ie 0➢ 00 Im 1671 I50 SO 140 Im 110 LOA Ina 13 0➢ oo 10.0 ISO 140150 160 160 160 ISO 150 1 g SA Im 1m AA m ISO 000 1m ISO 1m to m ma'ma Ito 5.0 15.0 1m ISA 1m Im m 150 150 Im 150 ISO ISO 160 1m 1m pgi� 7105 IM GO 11 ISO 11 ISO 1m mn ISA 63 7.1 ma m 11 1m Im m 1m 1m 1m 150 Iv 100 GO0 1 m ma m Iva mo 1m 117 } l222!ipp!ylelle[{19A {{E• 11 42 106 110 150 ISO ILO 155 ISO m 0.O 1W 60 Im ISO ISo 40 m0 ISo 10.0 116 S] 110 41 1 ISO Im 110 Im Ott 1m 127 Im ]+ USSUI 0 007.0 Im 15➢ 1m'1m 1m Im 1m 150 I o 70 60 im ISO m 1m ISO ISO 1m 110 7. GO 15.0.100 160 154 Im ISO ISO ISA ISO YE f!0 A 007.5 15.0 1m 1m IS0 Ina MO 1m 71 60 Im Imm MO ISO 10.O 1S0 160 ]5 m m ISO ISp 1m 1m ISO ISO ISA ISA ya So GO 160 ISO ISO 1m ISo MO ISO m0 16 m 00 00 Im ISO 110 00 010 Im Im 1m 0m m CO 100 110 Im 160 1m 160 110 ISO Im m 00 Im 1171 ItO 150 150 lm 11.0 14 73 00 110 MO im m ISO ISO'11011143' m 00 tl I50'119 ISp 110 Im lm 16050 Im 1 len 150 no 150 n1 va 111 v m 100 42 _i10 Im 1vu m'05o 110 1CI fu w v.0 42 100 110 ItO 10.0 1w 040"110 114 103 .:1410 1 rn Al m m Im'15A'11'11 11 11 11 ma 140 10.0 MO 14O 571 ISO 140 ISO 11 MO ' 70 00 11 160 150 160 11 15.0 160 100 160 1 ]d tl 160 ISO 10.0 11 160 100 11 160 1S 73 160 i1 160 50 ISO 160 110 110 11 ]d m 160 11 160 160 ILO led 11 160 ma to tl 150 110 150 150 100 150 121 101 0-0 160 MO 150 m Im 160.ISO 130 110 0 60 100 m 150 150 10. 1e.a_160 ISO 160 0➢ b e.0 m 15.0 50• 15.0 114 0.0 504 ]d ed M140 S 15.0 16Ito IS IISa IA 11A 00 all15I 0 150 10.0 110;160 1O0 15 1 4 1 123 110 42 10.0 11 150 160 160 150 10.1 10.1 p7 61 100 m 150 ISO 00.0 1 11 110 100 14.3 120 100 0.3 150 1671 150 160 WA lm 11.7OH 73 Im '1A M - 10 ® 11 110 16Ei 0 11 11 Im ISO1]n 00 140 01 110 50 ISO160 15.0 WS 3 tl Im ISO 120 I50 110 110 150 110 160 ]n CO 1171.11'11'WO ISO 150 150 112 ]d Im 050 11 16011 ISO ]dIm 1 •{• _ no CIO 11 11 100 110 ISO 14.5 16] 53] 7.4 m 150 I50 1 m ISO ISO 150 1 ma m ea 130 Io 15.11 15.0 ISD MO m 100 Im 15.0 im 160 Im f z0� 6. ID 071 40 11 15.0 11 Ino 17.1 9 m 11 150 150m MO 160103 161 to tl m '100 11 11 110'150 ISO'Ii0 151 01 hi 0 10.0 i ISn Im 15.0 Im Im 150 114 m] 1 100 40 im ISO ISG 50 ISO 11 140 11.1 02 10A N 10.0 150 11 10.0 I1 0.471 160 115 10.4 1 `t' 1y' 70 00 I1 150 150'11 140 15➢ 100 142 11d 70 00 11 ISA 15.0 50 100 160.110 15.0 160 120 30 ao BO 170 tl 00 1671 10.0 160 050 ILO 164 10.0 150 g r. i 23 ma 10➢ 11 11 112 110 120 01 50 71 tl 11 150. 15.0 5➢ Im 160•10➢ 150 100 ]5 00 150 160 m 60 110 160•150 150ISO ( 1 16.0 116 ISO 110 11.0 15.0 1.0 15 n0 41 160 15.5 15MO m 0',Ino 15.0 73 M O 40 60 150 m50 O 1 130 I 1 110 III 10.0 115 Y5 5.0 0015050 1II5o 10.0 10 1 0 111.3 61 I].5 O@ o 20 10.0501 1 1 140 50. 11 1116ISA o I 1 0➢ 42 150 14 111 33 Il 0 1 1 1 I60 ISO 1d 1102�Y' Q m 1ItO t 357.0 ' 1 m 05 11ISA ISG 150 11 Im m 11.1 03 70 tl ISA 130 11 5.0 ISD 150 15.0 11.1 1 70 40 len Im 15.0 110 ILO Im 15.0 Im 110 20 )d 00 100 100 160 150 112 11➢ In 3. 13 50 11 100 160 00 160 16 10010.015.5 13 m 11 160 11 IS 160 MO O 13 160 406O 42 11 I1 150 I 60 143 111 m en 40 11 ISO 11 m ISO 160.I60 ItS 103 4800 60 m m 60 00 100 160 150 113 1 Y M0150110 1m 100 150 142 113 m 1 0 15.0 I1140 11.0 S 1➢ 111 1 11 1 '1 I 10.0 1ISO 111 11.3 11 M 110 Y 100 13➢ 110 50 ISO 110'100 141 113 10.0 X 150.10.0 VW 160 MO ISO_Im 11 131 120 35 Ito 36 12.0 05 03 uJ O 7-ilir RL -� W 0 6 o 2 I I E30-4 melsoo STEP VI-DETERMINE FOOTING REQUIREMENTS r"--r '®_,� y A 0ETEFUIw0TIEWu=vwoww B. DETERMINE FOOTING REpUp1EMENfBFOR OOV/MVMOLOADS. Lk p 1.LUCY APPRMRATE TABLE BASED ON DoaER1B000OL UZKWT.10 FORM 1. ALL ENCLOSURES WITH LIVE/SNOW LOADS GREATER THAN 20 PSF IT—4 �a � 121 A— LLOCATE APPROPRIATE COMM FOR BASIC WHO EWER. SHALL HAVE ACONTINUOUS FOOTING BELOW THE ENCLOSURE qui WALL SEE DETAIL WESD2 FOR FOOTNG REQUIREMENTS. S LOCATE ARPBPATE SECTIGI FOR wrist WORM p..pb pg9 q 4.THE HAMER AT T@W1E005011 N OF TIE MAi0PIPATE AMMO 0011.01X85 2. FOR ENCLOSURES WITH WE LOADS LESS THAN OR EQUAL TO 20 414— 4�n �.n 1� b.65t Yl S } THE APPUFDWNGLdL n1TIE20QSFFFOL PSF. a16Te 2656¢§ a CMG THE TABLE BELOW.LOCATE THE COLUMN FOR DEMaCALIEALV HEWER wen i CBC,IBC,IRCand ASCE 7-10 WIND LOADS-ENCLOSED PATIO APFLEO ROOF LOAD. DETAIL ( 0.1$1 ) DETAIL ( 30DT DETAIL - b. USING THE TABLE BELOW.LOCATE APPROPRIATE ROW FOR KW HAS ) MU ($VU96) O2 DawnCerulea D.,.. BaleW1y WU Wed WI) MUON SPACING AND TRIBUTARY WIDTH TO WALL ' LoW 115 Ile 120$4 to 150 tea In III 104 m FOR NONBEARING WAILS). F Calla. Rwlep., Liana 0440 15 le le LF 24 80 Si A b 44 LB A IF TIE CELL AT THE INTERSECTION OF THE APPROPRIATE C Roof Wass UPMba le a 21 '45 b b 26 a a a a COLUMN AND ROW IS SHADED,A CONTINUOIISFOOTINGAS 0 Recto.n UPSCP11 a 84 m b as 40 40 a a a FI SHOWN INDETAIL C/E2S.TISREQUIRED. 1F -} T F I bRhOi! 3 CBC,IBC,IRC and ASCE7-10 WIND LOADS.PARML ENCLOSED PATO C. OETEPLIINE FOOTWGPEWIREMENTS FOR UPLIFTLOAD9 �I�I ISI 1. DETERMINE IFAFOOTING IS REONREDT Low a NUI III Ile Ia 120 1N Ia 1e0 170 la 120 dO I I 4 U9INGIHETABLEB60W,LCGTETHEAPPROPRaIEel R-Oun UlwelpT la a 2050 1 b a a a a a COLUMN FORTIEEDUPLIFTOCATE PWOLOAD. 145 p C Red 501.0aninn 0,6 UP.04MO 23 M b 32 b 11 a a el a n b. USING THE TABLE BELOW,LOCATEAPPROPRWTE ROW FOR I ---1 099941064: D Ream. Upon.pq z° b sr, B 15 el a a TL a °I .TL e MULLION SPACING AND TRIBUTARY WIDTH TO WALL(USE 0 q Ill FOR NON-BEARING WALLS). y P 1 851BYII O IF 1HE CELL AT THE INTERSECTION OF TO:APPROPRIATE WD%15 a14n q4 Ili IR.649a�{{[ • COLUMN AND ROW IS SHADED,ACONMNOUS MORRO A9 4 11ep94111e SHOWN IN DETNLC/E]G2IS REQUIRED. IF4UEN was YE a9 ba9996ea 6 DETAIL ( 4041 ) DETAIL ( 4012 ) 1,.1 10011 . YemOnb •\1� Flo TWWI I I Blab on adeb acceptable ble'4awl depth IL MO Mallon TEE App9W GIVWy and UpERHoad 10 Roof(HHO (SEE 0990-2) SFOSIOM) oyes 10 fl 20 ® SO fl 40 © 60 fl 90I:::: Foo0o �puBM — Spacial m9I^UN9 required 1U -c_—} . ..-TR. -fig} 1.16 t104 7 Z SI 250 -M. --s•III E ae 1 > I CI 8; 151MMI—� 90 SC31E0 __ 85,1 111 •m ti MEM Min ,.�\tj� &e F® eaw y11 OF - 0 n c i 9 :2 MIT WILaCIM VRIIYRWaEEECMaI U0. ' "�� ®" 0.... 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