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Plans a I n n (, p p t t3) (, Y I GENDAI NOTES: F F V5+01 NfF �.MENA I EP I* II II FONDA IONS Li 0.I �� ,R.us " 151-4t DESIGN STANDARD �'r OREGON SPE:.1.A.IY CODE .� g• a�/ I 1 N I I I I I. FoWNDA if SCI AANG PESSJRE i.50C PSf DELCNI CRIIERM DESGN LOADS PER LE'/AR):wWJFACIJRER. 2 PIACENAES&BE A.lNO6NNED NAIVE SOL GENERAL s PRIOR IO PJCFA33EP GPK3RE.E7OVE ALL DISUSED SP FICM/OOMGE%CAVAION. EXP: 6/30/15 C)-- Q "EIRE 1FJCII.RN NOhl ARE ASPI.=MP1110'-'.YF�ARN YeO1CAnp6. CASfNUCE CCKR1f DEC 3 0 2014 Z L v ,, 2 SPECII:AIIOS AND CODES REFFKNCEDNINESE NOM NEE Tf v8LONS mC6T RECBIRI ADOPTED IT,If I. AL CONCRETE MIN SMLLCCIFORM 10 AO 701. .a v - `� 1 T� (�(� 1]L n C I °PERM MG AM O[Y 2. a MOW0F0REKX'YPf Or MOIL '.R'1®Aal 1 S -C L1I 7 +RF"CwENSt7d AIDCOWROM wIM';AMMO DeAA1NG5.IE.J MET DNEN90P6 AND 0.PAOPCECN MMES ST RJR LAIORAIOR!IMLIAICXC.D 5 LAI COa 0EVAIDI6REUME TO THE MING FILC'LR!MDR 70 FABRICATION OF MA1EE.MS. BORE EMPLO`ED ON IFF WORK TOR EACH CLASS Of CONC.Ry[Fl,�c� I go,-,,- e TOR FEMURS Of CONSTRUCTION NOT RIP S4)%44.ROME 1E SAM:ME ANDCUeAPAC�AS SNONN 7. AONDTJRES `���+�`•a�o• .T a V FOR%CACDNg60M SLIM'TO R2h•BY 1E SIALCIRA.NGINE7p NSORD. 0.AR ENTRANNGAGEM N ACCORDANCE wRN ASIA.C240 AND WATERa®UCNG/JMPRES ] 21Z V' C:',)_-- F - - CONFORM/CSC)ASIA.AIM.LSE N STRC'ACCORDANCE MR ME MMLFACMRS Td �`w ECONWRCA•}b.MAT RENCORPORAI®NCONCRETE DfSGN.05 5 APR`.MCE.RKI PNLNLALL PROWCTMDMAhaVSNA CCPJAKEN4F MANJ ACIJERS J J h NSTRLCJM RAN AIJjR•AG AON'CONRYJNGr0 KNC7e]SISAL 1E IMP.CONCRETE WMFp 911I04 NORROMA.SLNACBEXPOSED TO MANNER ME Am:WOE ENTRAINED ARE%Au E R-�N P 4 i°'Z • e. ADEwArRr RACE MIXTURE AND AILSMCRIPAL CDMPCNEN11 AGANST NM.Ink.FARM.AN] WLumE. C LY atue SEISMIC FORCES WTI ME PERMANENT LAERAL FORCEAD6MGirMINS hAVE SERI R61ALID c NY ALI MALL CONFORM TOAS'M CRIB APO SHAM RE IWO TO A IA MAVAA,IT CDAENT•3911. _ `p` `�`- L W . C2,11---- =- DE ERRFCS LNTMS 4. SE PPMND UMW IYE toe 1:CONFORM*TN ALA.c IO sLWIY Fro. 111SO'JRCE l V !g! PROPOSED NEw _y S. AGGRFGA7FSSXAll C01fDIW MIN ASIMC57 AND 1E IHOROWKI CLEANED AND WAy[p POOR TO y y • EIFVAipt C� SHOP DUM IGS Dull 3E SU►WI'®I011E ARCNRCIRK,RIB PRO TO FMEURDN NO EXbT.CONC. ----�a_I CDMIXY7XREGARDNGARFRJCMUEMS.N0.ITG'NFFOLOWNG.. e. cONCE7:SIRS.GiMLULLEAtrg10w1.•c•SORPSIA17R0AnpSG�rOPiSWPS11. % �L3 WALK WAY E E3 I _a3 D I II 1 CZ I n SWUM S:9 /. HO wAhR MFA,lEAro®70'�E Cd+CEh 01HB 1W.d'HAI REIXFFD e16E Aa OfSGN APPRCWD in t IJ I IIe FNGR®IOfECON. lI 7. E SHP CRANKS OFFER FROM OR ADO TO TnE DEKAR O`TIE STRUCTRAL DRAYNGS.NET RATS ( )r - .--, Yff TONE TONE 8 kBVB OPRNCS.CpgI.R]OFR FMSFDOE FEW NJ1Ygw NON 1A.3RJCMNORAwNGS AKINE1 GREER MO AE5411O1 A OAC.FIA erTT4 ENGINEER Soli RE MPWvED eT nE DOUR P ECpGP02010 PWENG. '*7-: Q P PRONDE x-OW.RRS ON AU EXPOSED CONCRETE MO MESS N01R:0,MRNISE. _ ® c0NCE1E e9EORO,G ra: . - ■ 134010OSTEE.SHAL E)FOTMED BARS CDNECIP.MG O ASIPA AE IS.GRAD tl 124.33 moo OIYRi ASE . .Paul Ro & 7. RBFORUIG se.LUe:E JR4FON ACCORDANCE AFX RE LABI�TR0N OI INF Ao3'SVRAIs Y gef - ArO WAILNGCOCEIT RERECICEAENn. Anee,saa L Pry• Shod Law Group PC!!; 0--- ERanpeGeal e S Fom% inN L: S. R9WOAGIG STEEL SNAIL NAVE E Fg10NW PROCT+E CLEARANCES,C2 Thi 0 CDHCEE ULAJGARSIApPFRMNRFNR•E%P0S I0 FARM: * .ILL eBEdvGSQPS: r George Fos Univasit SW Er - �..NA A,th.k tc • W,BS NCI-:O 07FEtAEE ALRBEORCEMFMWMPIIC6 SIW-IE ASfOROW1: 0 JORi%(O'B$E W 5R' SPICE Ircr1`L(PLI SNICE RorpiPI (Conic Solutions • -8 I3 N '9" Fe 0 7s• \ R- ... e5 T 31' �A-,`-_ • I .- I • I -_.-- a MEiE LENGI16 NPl°WIY IO JNCOA,E]REIROACRIG MiB1 MR NOPMU W3GM CONCR:IE.CI:IA \�V/ $ SPAC1OIf1Nv yNiS NOF:ESS huN(1;MR JMMEIR6 AvJCI=I�R COV;R Np11ESS'XAN II;lAR NEW ELEVATOR MAWR FOR UGHT•M,.IU CONCRETE P EDJCEO SFACNG(COVER.MILT LENG'.5 BY I7. LOCAIROR - .0..-_ b FORTP BARS 0 0 NMT vOR:RAN 17"P FREE,CONCRETE CAST 1 OWI{MRS)MU7.YLB,G116 IT u C 71x0 SW HAMPTON --D' ® BUILDING OVERALL PLAN-GROUND FLOOR uaA1-7170 mug..-•QRai NI S. ® - STRUCMN$IF I DERGN.FANACADORI.AND RCM.SHALL RE n ACCORDANCE Afl hE'AEC SPEORCAIION FOR ME DESGN.fARNCAIGN.AND EELTON P SRUCURAL SIEE,FOR SIDINGS' I i•S. N w . , 1. fiRUCRRAL SIM WALL RE AS FOLLOWS.UNLESS NOTED ODIERw6E: '::...K. •A 11N1'S '1tF,ly- aH0.LOw STRUC TURAL MIENS IFSSI ASTMAS00 GRADE•R•(FrutS �T I S t , - yH''4 A 1 p nN1R RANGE SHAM: ASTMAm GRADE MD DEI.SIAM C-- I •^1 - 'N C ONPE1 PATE&OCAS: ASIA.Ma CC H r` I E} ``i ti `� ':t * J d.YIN ASTMAI2SN 0 ry `} yy e.AMOR BOLT ASIA IISL.GRA]E 11 I- ,� �N, r lr j I I A4':I". ` C?'`, '.- _ sue' I t&tLI tOUS SBFR. AfIM A16 II I P- - ;;. A. , . .0 �C ;l 1 AL WBOS PERFOW.ED SIIA'COIER0M011E MISAANOAP]S FOR ARC AND GAS•UDeG N RUNG UI O CV• ©0© r j f�EDGE OF DIVING + ` '' CONTPLCION AND SW.LLE]/Id ANNUM UNLESS NCO Ol,ERw6E. IL d 4 J 1 UPPERDKX I WF105 SMALL E MADE JSNG DON LECTRODE1. (3 O P ®®® I ROOT 3tl.gr.END. PROPOSED LEV TOR I I 1 1 *WAG LNL E DCrE If ANSCBIREDWSDERM w E Q w ELENA TOR rl -IL J O r " VICINITY MAP W EDGE OF FASTING L PREGUNEIED NECK MOCEJLM ART 103E US ED UMESS ANS CuAURCARON 6 strArrD"0 RE HCITECl/ENGPIE I RORIOFMa tflO. O W col C) UPPER DECE N.TS. /�/ 3 CD Q I FRAAWG.VMRER Li. w 1` �;J 1. SAWN IAMBI DESIGN 6 BASED ON DE 1.A151 EDIOON 0,*.if NATIONAL DESIGN SPECKAREN. ❑.-. z r-,(r, PLAN 2 EARL SHALL To W61 COAS1uNIERINSP ECION BUREAU OR wsIERNW000PROCOCT3 ® oea SCALE Y."•I.0 1 LIMIER SPECS(PADRES o EXhRRP NAL STLJS Of N01 R NIERGRNDlEAZIGi NALL SILOS INST:D'- c.RYB.GR EAOAO*Ali SllLO 0501 6 ANTS(b WARS) Di N0] NOTE. CONTRACTOR a POCDIG.P,ArS RROGNG Di ST-0 GRADE • CONTRACTOR TO vERFT ALL CONiRACiOR i0 vEREr ALL TORCH DOMN ROOFING. 0 ]NIENLONS DARN ELEVATOR MANUf MANSIONS WITH ELEVATOR MAVUF R`OMERs ® 1101 f0 CONS-RUCTION. •PRIOR TO COM"RUCIION RYW'DDO SIFAl1ERC _ . JY'PLYWD.SHTG APA RATED D . I- COSAW',EA �/IDGE&IT pNGERIDRNARNG © I. NcommCO,mucus ikkm000" 10APOMS PRODE RTIOCCT LM. . Ifd • p CORNER• I 1■ I • ■ � _l=-_I IN' 1 R•M`J07 MIAL.ARWLUU IfCOMCRAWXCE WaI AA RKCOMNDATINS. L 0 CONECpM AND fASIBR15 IU HSS A•dY• © . ss` ,;,� /�I�- ` ERA � ' 14348 < EJBI rEw PI.NIO EDGEa INf)rD2ER.7ElE ORC D16i GUTTER.j I PCS7 RNNG POST EATCU.MM.WP. E)EI AOOf I DRAwN CHECK®• . SOF OEW PT.,00 I I I I i��l CUIdRF{AP ENO F�0I 1 - DLM SR/DH L -_ .... AA-JI ■I� -■ _ _ ._.__. ._ .- DATE J(f � 12.09.14 M REVISIONS © II' 74 I 4--d' 7 RECONNECT J EDGE P EMT. ECONIEC7 1 ® I 1 EMI.et% ® wALI ANA` EE6T.RAE Tl O.R. `EDGE OFOW NV COORDNATE W/ELEVATOR SUPPLIER SEETALX IYP. NEW CRXIE1 FOUNDATION PLAN 2nd FLOOR PLAN ROOF FRAMING PLAN •/1F�'u I //� //E� SHEET 1 411 FOUNDATION NA•r1aW-rEEYan.W 5C c.IE'•I O' ®,MFTi HMI=-•¢F O*R MCAII:3{"•ra ® ,aM►TW W/iRN-*MUM SCALE 1(-'1•L" R•( \ l f /.0 1 Li'Q02 I '\( S 1 OF 3 • vormra, . VS` 1 PROF,ts, SLOP' - R' ,8.525 I?x . ..-.g• •i/ EV; CO R , r - EXT.: 6/30/15 L__ N V SICNGSrLE DOWNSPOJT SONG STYLE C uj pi FINISH&COLOR FIRM BCOLOR SPECIAL INSPECTION PROGRAM l S° EASING 1I4G 70 MATCH OVSHNG • TYPES OF WORK I PERIODIC CONTINUOUS COMMENTS v 6 0 C l-Z v U ME: 7 C L.11 ON Y.w VERINCATION OF STRUCTURAL ELEMENTS x v _ .__1 COMPLETE AND PARTIAL PENEIRAfION GROOVE WELDS X L7 g ,,p Z EXIST RARING D w FILLET WELDS LESS THAN OR EQUAL TO Yi- x C I `�) L�_w v ,J r SPECIAL NSPECTION PROGRAM NOTES'. = H • n 1' ' SS lj If-TINT EK6t No.RARING I. PROvIDE SPECIAL INSPECTION.SPECIAL TESTING.REPORTING ANDCOMPLANCE PROCEDURES ACCORO*G TO CHAPTER 17 OF ME a qo 23 II I I II I I I I I II I II O II INTERNATIONAL BUILDING CODE WITH THE 2010 OREGON STRUCTURAL SPECIALTY CODE. ~ a D• II I III II III III II IIS II I Ly I ILLI 11/ EX61 ne FUR. 2. SPECIAL INSPECTOR QUALIFICATIONS:DEMONSTRATE COMPETENCE.TO ME SAIISFACMIN OF IHE BUILDING OFFICIAL.FOR INSPECTION OF I r — ME PARTICULAR TYPE Of CONSTRUCTION OR OPERATION IN QUESTION. 2M.FLOOR IL J H—— U —- I6I 1 S. PRIOR TO ME BEGINNING OF CO NSTRUCM7N.REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH ME ARCHITECT.ENGINEER.BULDING FF _ N 1 —— OFFICIAL GENERAL CONTRACTOR AND SPECIAL INSPECTORS. Ir I _ N. DUTIES OF ME SPECIAL INSPECTOR INCLUDE BUT ARE NOT LACED TO --.IF 1 I BELLY RAND TO 1 a OBSERVE ME WORK FOR CONFORMANCE WIM THE APPROVED PERMIT DRAWINGS AND YECNCATKK4.BRING DISCREPANCIES TO RELY BAND TO MATCH 2ND.FUR. THE EAMEOIATE ATTENTION Of 114E GENERAL CONTRACTOR FOR CORRECTION.MEN.F UNCORRECTED.DIE ENGINEER AND TO THE !'—1__ I MATCH 2ND.III. RE/ATON AND DEPTH BUILDING OFFICIAL I ELEVATION AND DE'IN S.FURNISH INSPECTION REPORTS FOR EACH NSPECTON TO DIE BANDING OFFICIAL.ARCHITECT.ENGINEER.GENERAL CONTRACTOR AND SAe. 4 1 OWNER N A TIMELY MANNER. STARS \ S�STYLE C.CONFORMANCE A FINAL REPORT STATING APPROVED P THE WORK E REQUIRING AND SPECIAL TI NS. WAS INSPECTED.AND WHINER THE WORK 6 N 8141 R COLOR CONFORMANCE wR!INE APPROVED PERMIT DRAW DUGS AND SPECIFICATIONS. TO MATCH BUSING • 5. OLIN//Of THE GENERAL CONTRACTOR INCLUDE.BUT ARE NOT ENVIED TO SIDING sou. o.NOTIFY SPECIAL INSPECTOR THAT WORK 6 READY FOR INSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION 6 REWIRED. FINISH B COLOR S.MWNTAN ACCESS TO WORK REQUIRING SPECIAL NSPECTON UNTIL IT HAS BEEN OBSERVED ANO INDICATED TO BE N CONFORMANCE TO MATCH EKISTING BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFHCIAL C.PROVVJE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PEWIT DRAWINGS AND SPECIFICATIONS AT THE 105 SIZE. U.MAINTAIN JOBSTIE CONES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 6. DEHNIIONS: a.CONDW WS INSPECTION:THE SPECIAL INSPECTOR 6 OBSERVING THE WORK REQUIRING SPECIAL NSPECDON AT ALL TIMES. a.PERIODIC NSPECIKNN:ME SPECIAL INSPECTOR 6 ON SITE AS REWIRED 10 CONFIRM MAINE WORK REQUIRING SPECIAL INSPECTION S r EXIST./*WALK NCONFORM NICE. EXTERIOR SIDEWALK.RN.GRADE To EN.GRACIE WAIL G 1 - •EN.GRACIE ® ELEVATION-BACK TYPICAL ELEVATION-SIDE ,.OG.-W S....-1.41710.0 SCALE:) .O 0 TYPICAL I MAMMA-11.71! SCrd47c.a NOTE 121 ROOF FRAMING ROOF FUMING [� NOT SHOWN NOT SHOWN t—ROOF FFAJNMG. 1/ROOF FRAME I^ `\B MSS•N/(I I ROOF FRAME HIS••JV, J\TI ROOF FRAME e 4 PER PLAN 76'J V 2ti-7 sIT'II {I A '1 I 6B/HOIST BEAM I 'I I N06T BEAM ; BI HOST BEAM ,I NO61 BEAM B/H067 BEAM _ I I W B<17 i061 BEAM O Q H ,N.S VERFY ' N'S VERFY �' `�If-S V3IN I -—HISS•:.—- 1 MTV/LOCATION Q 2i,t oi. 1 �{+ w/ELY.MAMf.1 > Z o>. I of w N T. I I =g' I I Ng, I I / � ce a- r ti L., `/ O CP. ,I I_—HSS 6Wd1N—--{ -I---FAT•A)FF —{ _—lAS 4•XN—_ 1..1..1 < I I Hi —) . =0 13-/‘\ 1.. /<I Ij ll IE I O LIJ N _ •6 DF PI \ > ////) `�' // 1 IFA.BINDOVERTD T PLTTEJ F\ILL �Ir I I I f'1 Z O V 7X6 HAILERS. / LL_ PET OR.11U DP. RAVING / I I \\ / C I 2 M 2.6 HARERS. I \ I■I' 11 ;' C ) 1 I o F7AMI+G I OPENING I PER DR 1/SS DP I \ I alit 1 I FRANNT 1 1 I j \\ I I \\ I _ I / • I / \ .2na.FLOOR I 1 6]no.ROOR i I jam\ / \ I _ _ _ _ 6 Ina.11007 I _ _ I _ _ • I rL & /' Y 17 T- I 1---)1. —HSS 6.NYe—-—{ Y 17.3% A z • / L I . Z • o' / --HSS6GId1,-- e_)....1_,' ° L—EDS•. .-- 0 I III \ Z gh_. gh f /,, I I, 64 DI 111 I , ` OU > �1 I o J 1 /�, I I X w 1 I 6A I W NOTE: / rq'E. \ r NOTE. CONTRACTOR TO VERFY ALL I / CONTRACTOR TO VEAFY ALL I \\ CONTRACTOR TO VENT AL I G I JOB Nb. OWENS/WS WITH lOLA/OR d ENSIGNS WITH/1EVATOR / DIMENSIONS AIM ELEVATOR /� HAM/.PRIOR TO I e__,% • L I MANUF.PRIOR TO I M\ / I MANUF.PRIOR TO I © I 14348 CONSTRUCIEN. nP \/ CONSTRLCION. \ / _CONSTRUCTION. ® I I / I rP - DRAWN CHECKED SlO I i \ 1 I OPENING I I I DLM SR/DH TNT I BASE PLATE / `\ TY/4 BASE RATE /j DATE / \ 12.09.14 ® // \I ® REVISIONS 1 ,. I I \ I I 1 SIDEWALK �` �iNEGRPCE I 1 _1T1 _ SIDEWALK , — INN.GRADE - _ _ _—._ _ _ _ \ - -IE-}I-- _ —'$FN.GRADE _� _ - NIP ENT MI 1 I I FRAMING ELEVATION-BACK FRAMING ELEVATION-FRONT FRAMING ELEVATION-SIDE SHEET C'//�/ 'IL • ® nm POMP.-•NR/SR SCALE YB•"-3 R,mw.r,EN-LEVA SCALE 1L' Vl� ,urx,m MAMMA-wan.. SCALE:X'•1'0' ®,•"•- "F� �'•• OF 3 • • AY _-E � ,GI NE`"'/ ,__ -. V F / -IJ1 \ ILL'S 9 TI ROOF FRAME i ��.� �i �i, I NEw hi FLARING. , h• • / 25{I H 1 BY DDFS 1 I�� III i_l , 1 .F. 1 MSS.PER 1 NEWC1RKEI. POSTER 0 R.H0 2 \ ELEVATION I'-+ RY OINER3 0 ,:14•iy y. E7(P: 67 O/15 ® $1.4.!":4!4.4•*rc` % y1Z nIQ Y.cNAMFER. ��II QI �( �'i EAT.ROD — rrP. I� 6S.PER 1 Q UI Y.'Lw/m'f.OJT`EMRED c sR rSON PARS ANC-TORS I ` PAN r EESv�EOER — ul li.o8. POST,PER PLAN is 1"4 �� lTZ ��I 1 E EMRE� 41 165.PER II 9 L I 3 6, I,I ELVTION EI C FISf.PER r C1 IELEVATION _ t ` a 9 vERIFYi SHOLDREOUIREMENTS Y• I 3 V 3 _ • WE EEEV.MARUF C 3 K I I I lR' zDOOR OPENFTG m HAJ.IO.-x,..,rn •/II INO POSImCONK.FG EXRIG BASE PLATE ® SECTION SECTION STRUCIIR2EI nag HAFIFN- n' -- SUL-I'=i a SGLIII 761.2Rq f R. ELEVATOR CONNECTION TO HISS:/t 1-J INYSEEV KRUPPI. M$$.PER I'CLR.VERIFY ELEVATION 1"PIGL I I Ill I NOT CONTRACTOR i0 MU)VERIFY ALL COORDINATE WI ELEVATOR SLPRER CLEARANCES PRIOR TO CONSIRLCION. I I rYP.R CORNER ll 0 f FBO VERRY r CMAM.TR.'rP. -_ MST.SIDEWALK ITT RS CONT.AT TCP - RI SIRRUPS q II CORNERS 6 7131107 SOEWALkEK GRADE MN IFELD VERFR ii '7177\ x' 7 R6R CENTERED .T - i \A�„ \�, 117 MN.W Ai CORnBSI Y/\' ›\ F: 4 EOM,FORM >;ttit rf RACK OF WALL MSS.PER ELEVATION MSS,PER W Y TOPIC IT A PLPN _ . I .O WAY 70PR ROCS •RI RAERS I ♦CORNERS '4g5 II R.V PAF RSCORNER FIIFS 9ARSWFI6.AP ��� I a170/C w. L wATER PO, L kr l■. • =�- ' EgarMINONO • 151.II=Mr liklik\ ` ROT.6.RE00 ----� > IJJ z CO I'C COORDINATE W/dEVATOR SOPPIER I'd A b6 NALEE PER EIEV •I - u .CA! T U IY a- N. SECTION ® SECTION e SECTION ® SECTION Q o, LJJ w = 0 10A11-7150 11.1.1014-.11171.0114 SCALE Y.'=I{T' SCALE I,d 5G'.-:-.IV SCALE 1"=1 0 LLT .., ce w PV z 1., 1— POST HEIGHT R L��1�- 7 CNAMEST TOMA-CN EAST. !NI- NEW GALA.LWHRYL UfLONGW/ I I I2(it OLAGROLSEA.LEG a NOTE: • • WATER PROORNG&FLASHING.PER NEW PT.6JI0 CONTRACTOR. POST • PAINT ALL NEW RAILING MEMBER IO MATCH OWING. 1 TORCH DOWN ROOFING. BY OTHERS u RC EDGE NAILING.tYP EXIST.AAILING SYSTEM. '6 J • EXTERIOR:IWO LAYERS 5/11'(15.9 MM(DENAGLASS 21 FRAMING.PER P.AN FULL D'EM REATTACH TO NEW POSTS Q REWARD SHEATHING APPLIED VERTICALLY OR 1i8 MIL DES. I0LAYERS)f-TYPE-E/RRECODE HORIZONTALLY TO 2.4 WOOD STUDS I6'1606 WI 0.C. 9LYWD.SX"G.Pet PAN EDGE.RP. NE.P'.7A6 RX'G SEWER w 0 EXTERIOR EXTERIOR GYP.RD.SHEATH.GWI RASA LAYER ATTACHED IRAN I-7/R'IJRMMI GALVANEED RPERHETER ,I 1 EX6i.ARIL MFMRERS W/SMIPSON EXiBROR SHED ROOHJG NAILS 16'IJ06 PAM)0.C.FACE TAPER ATTACHED 21 RIPPED TO NT 1U526 MANGER MTH 17I8'(RD MAY GALVANRED ROOHG NAILS R'(a3 III` JOB No MME L.C.STAGGER RIOTHSHR RE1wEEN LAYERS AND ON II • 11111111-1F-:!/1-114' 'III�IE1 it RASE Ureter BOTH SIDES. Z.CON'. IE i 1 :6-10°/CE MARS I-CLR. 14348 FRAMING. WAFASCIA. �.WU 7��IF I1 �_y -VIM 7 MIN. a11_"_L�i� MERIOR:IYJO LAYER S/R'(15.9 NMI OENSARMOR PLUS n,P ii A'DI&BOLRR _ C �Aa PRAWN CHECKED E;, P9t ElEV. HEGIJARD OR S/R•115.9 MM)IOUGHROCKD RAEGUARO Y /111111111111 111111111111 V”APPLE)EORDORIALLYOiVERTICALL•TOERAMIRG. WSNAILERw/ 71'{'.11f'PI,WASHERS • 1 /1 I 7 UST OOR DLM SR/DH RASE LAYER ATTACHED WIDE 1-TIE'IJRWA)6DCEMeR HSI'XJJ PM I/ 5 I �� COATED NAILS 6'1152 NW)00.FACE LATER ATTACKED aT70K MAX. •$-sC '�f6 rMH DATE IzI LAYERS ff'lr•E-E WITH MA"VD MN)60 CcAENT COAT®NAU R-ERD Mss FRUHING. IL--N 1 2.09.1 4 INTERIOR NMI 0.C.STAGGER O/5 BETWEEN LAYERS ND ON GYP.RD.SHEAIMNG WI PER EMEVAIICN REVISIONS RASE LAYER OF ROM SIDES.SOUND TESTED*5TH STUDS TO NH 1. .4,. KEW/21 SMPSON 0112/ KR WAS 0.0.AND NAIL FOR RASE LAYER SPACED 6• EAST KA/A 1152 NMI OC. TYPICAL WALL SECTION-2 HR.ASSEMBLY (EVE TEST REPERENCCEAL1301CUL UDC II ROOF SECTION R RAILING SECTION - 0 NTS ®nn MAFPYa.■aRAL3GRR SCALE I"EI-0' n!5 NA.rIaN-RYAl1RA9 SCALE.'•=I'8 SHEET g S3 of 3