Loading...
9185 SW BURNHAM STREET-4 WWII- 1C01 J. f •7 r r,r ® �r ,�.1.'A'1 ��Eva S,It fer ':*w r P.o. bw �3 L------ GNI�� ✓�'1Y 11. 1� r C R N,�� 1 TABLE OF CONTENTS- VICINITY MAP CODEPATA I i�7 4-2e-'-35 aDERAL ;; of _C.0 _ csENERAL NOTES/SPECIFICATIONS q•r +„ COVER Sr^IEET ___ 3 <�?� ENERAL NOTES t SPECIFICATIONS-- -_�.._._. ---01 OIEN€RAS �'RE t LIKE SAFETY PLAN--- - - ____03 GREF.NBURG ti ALL WORK SN_'LL BE PE WOR"1E D IN ACS^ORD.aNGE TO THE Q OF OREGON 1993 EDITION OF THE STRUGTUR4L SPECIALTY GONE. �'►_ S TE INFORMATION t G SP�GI_/��_ INSPECTION SITE PLAN t STORM DRAIN PLAIN- -- ---- SPECIAL !NS�'ECTIONS S�1ALL 3E F'ERFOR"'fEG BY L+N ' ©N 4PPROVED AGENG - FOR THE `'P FOLLOWING TE5 OF , r 1WORK: 2.0 PLANS FOUNDATION, FRAMINCs t ROOF PLAN---- .___.-----y.l r.;�" iU CONCRETE RE1NFORC!NG IN WALLS FOOTING t TNIGKE,NED SLAB. TIGARD 2. ' T CREE N RETAINING WALLS FOOTING t TuIGKENED SL-+B. 3.C7 ELE`44TIONS CON (�. U J , a1 PROJECT. `L ``FCrA P `u�� ��5, tI TUBAL E/GEP7 FOR TI-•IICKENED SLAB5 AT VOTE: SL"F S NC i STRUG I A T t NOR'H ELEVATIONS------_ _----3.1 C ' I>rT)^RIc. R BE4RING BUILDING 4.0 SEGT!ON5 ADDITION Of'' C�< lr�, WIND LO^>D: (BASIC WIND SPEED 80 MA�1� _ :O pSF - E;"POSURE °B" N 3UILD�NCs SECTIONS-__ __._.__--- > 5.0 DETAILS w S, �� SOIL BEARINCs CAPACITY (-55UMEJ': = 1500 P5F _ ��• .�c,. LOADING: = Z5 PSF . DRIFTING ' LAWF OFE9 STRUCTUR,_L i 4RCWITFGTURAL DET4--S 5.1. F" cc ' ,• C!'• c� SEISMIC ZONE: 3 1 1 V qD=R and SCOTT � 9 S.W. eLr.�� , S;n, TAX MAP NO. 251 2AB RN •' TAX LOT NO, = 5200 IGARD, OREGOIN PHONE: (503) 620-- - Dote: 3•�D• 9� - Scale: ti0 Drown bye: SET Chec+ ed by JvA �---� Jeb No.: 9501-11 L_._J C>"OF MAW Growing No.: 0— , EDD), cam 140m).*4 �, �,._...�' L-i L-i Lix �,. - �► 6 1 NOTES #IMr+ ►f��: ....................... . ................... .c 1: 1 ............ .................... . ... :� is 1 0 go o R ar mft�� � O B U U V nA M j� p p DREQ U U UVU U n r ( 495 I C. BUR .HAM, 8183 SUI'95-0106, PLM 95-0136 1 r.1F ,0 0 . ._ ... .:::.�-•-tea JUN 1. C. 1995 MICROFILMEDI � III i I � III I I � III i Iii I I I � � I � I 4MADE' IN CHINA IN 1161111111 1 JINK° 7ridmMla:: P, -11; 1...n,1, .1_.. NOTESSITE WORK D h/1510N THERMAL AL t MOISTURE PROTECTION DIV 1510N 9 *.Eft P.,.uv5 Ib TO PIIK1vlDE �',-CNTR,ACtOFtS A GiUIL7E� .RITE P1REPARATlQr1 WO �..ldQ4�.E�?LQP! � �D�Y!'.�1"'i.. �:':�. . �•.,,, ,�.'�.��_: •f ,D R�.at�.,E Plt�OrF.:T IN�AR AS THE -E LR-:. �.•' .. ..N, ..,i`9E SPELIFICATION$ CALL FOR 3TR'PT-`ING _ S FLOOR SLAB: R-4.5 MIN. GENERAL: , • PERS.; �� .r; N ,,4A W ON 'r-4'S PROJE:-r 9N.1•L BE RE5PONSIBL.t RE'"';,,✓E ALL DEBRIS, ROOTS AND ORGa'•41C MA*rFRIAL 5HOLIN TO REGEIvE INSTALLATION AND FURNISHING OF GifP3i,'� tit. F' � c. rr= '`S 1. FFt R Eac.�i'N.L•,� t'LDING S 'E PLANS aN'= 9P'ECIFICA7!ONS, NEW L, ILDINu PROVIDE INSULATION AT THE PERIMETER (.DF THE SLAB. THE INSULATION L . �..C�.:k;� � . . .� ?,NAL'- EXTEND DOULVWARD FROM THE TOP OF THE SLAB TO THE BOTTOM OF GYPSUM WALLBOARD MANUFACTURER'S STANDARD SaECIF �' Dc. � -- - - NOT REiE.�SE SUCCESSF.�.. BIDDERS FROM THE P.L °D, THEN HORIZONTALLY BENEATH THE SLAB FOR A MINIMUM TOTAL `ERFt''RY'!Wa T� ;L+r.� N DiCAIED B1 PLANS AND $PEC;FICATIONS. DISPOSE OF CLEARED -ANG ORGANIC MATERIAL F31 RlrMOvING FROM THE � SITE, DISTANCE OF 24 INCHES. NSTALLA r ION.� . .Kl ": a � M. bN.�L�. BE IN FUL: At;GcJRI�ANc:,:E WITH THE ..' �. %.R'> 3T R'�. E3 -1-ND R£GtJ1ar101�tr OF ra-+E UN F+r'R^' c3UiLD'NG GLIDE. Ex AYATIQN EXTERIOR WALLS: R-21 FIBERGLASS FOR SINGLE LAYER TAC�4I"TFI,T USE 1-1/4" LO#'-G p'/'s_E HEAD SCR'EW5 •~+E STATT STANDARDS. T►sE N.a .0NaL ELEC R CA.. GODS, LOCAL AT 16 INCHES ON CF'�'ER C-ODES AND STANpaFC31 THE REGUL"T! - ALL SOFTWETINSULATION SHALL HAVE A PERM R"TING OF ONF OR LESS AT WAW 51DE , OR SOIL OF UNUSUAL GOND!,-ION SHALL BE ExCAVATED (WINTER) OF WALL. M4'b_e , CIA .�E11.1NG_. lJ�A Q 41N: AN-1 C;'HER A, PLICABLE LAWS a�,:: TO FIRM NATURAL UNDISTURBED SOIL. PROvIDE FILTER FABRIC AND oN 3 COMPACT WITH ENGINEERED FILL. ATTIr R-30 FIBERGLASS BATTS GENERAL: 1 rA_E H�. T 'C TRAGfB SN.NLL F"ERFOR''1 AND GO 'PES TS C R WORK. T;' ALL ORGANIC MATERIAL SHALL BE REMOVED. INSULATION SHALL HAVE A PERM RATING OF ONE OR LE55 AT WARM SIDE °"PENDED CI _!NG BYSTEt', TO MATCH EXISTING. �;,,E BEST .k:CE!"'EG STANDARDS OF THEIR 'h.^•U9TRIE9 '� GOMPL;.aNCF �•+''� '-FSE F'•.ANS 4,0 SPEc!F;C.anoNS. GC 1r-1ENGE-1E!NT OF WORK 5 (WINTER) OF WALL.1 ` -L >i a, AFTER -y��`THER I'R.aDE ESTABL:SMES aGCEPTaNGE OF F°fRFOR!`1ED• NEAT DUCTS: R-5. �� - �,,�I O✓ER EXCAVATED AREAS AT 5L"B LOCATION5 5H"LL BE FILLED W/ 3/4 INCH MINUS. �/! F a NC RE'- 5 ON&:'tiOD Ic GR ONB SHALL BE :ADE TO Tt~ESE PLaNS. OVER EXCAVATED AREAS AT FOOT'NG SH aLL BE FILLED W/ ,, �� _-..�-f Qf1F G GENERAL: I ` INCHMINUS. `�-''z` E�.s tiEER Pf�2.OR TO ►"1AK1NG NEGEg$.;R1' FIELD "'tODIFICAT14N5 ,.j� PROVIDE CARPET IN THE NEW ADDITION. /ER1FY 'Y OL P£ AND COLOR CR RE - 1 AND APPROVAL AND:OR TWE CITY,COUNTT , IF REQUIRED) FILL SHALL BE INSTALLED IN 6 INCH LIFTS'GOMPAGTED TO 95". MAXIMUM DRl DENSITY- 111tH OWNER. .,Q TC 4NY r4t,,r,-!ENCEMffNT OF woRK .ANY ON SITE REVISIONS GRrtoM CNS T+-+E CONTRACTOR SHALL BE RESPONSIBLE FOR BUILT-UP RDOi•ING SHALL BE APPLIED IN ACGORDANI.E WITH THE MANUFACTURER'S A__ ASSOC'ATE^ CQgTg. -%ZGi(RAPE AT INSTRUCTIONS 4ND TABLES NUM13ERS 32-E THROUGH 3;G FROM CHAPTER 32 OF THE @, _- PANTING 3LAt " oREGoN STRU(..'•URAL SPECIALTY CODELATEST T . T EDIT;ONM�8 p, Nod' 6:JR`'TEN 011*EN51ON5 ON DRAWINGS SHALL HavE PRECEDENCE rsENER.•:L_. RFCEvENGE OVER PROVIDE A 4 INGN THICK Gr+PILLARY BREAK OF 3/4 INCH MINUS PROVInF 5 YEAR MANUFACTURERS' WARRANTY GUARANTEE FOR ROOF 51"5TEm _'NE, $CaLiE© DIMENS+C+vS DRAWINGS ARE NOT TO BE SCREED :LEAN CRUSHED ROCK WITH A Io MIL. MOISTUk BARRIER P41NT ADDITION, E30TH INTERIOR ":,D Er'ER OR ' 4TC;4 Ei'S-1141, CC""RAC'OR°S 5i-+,.L:.:. VERIFY AND BE RESPONSIBLE FOR ALL MEMBRANE WITH A 2 INCH LAYER OF MOIST SAND ON TOP OF THE INSTAL-�rl�µ Ev D"'TENSIONS -+ND F'E, D CONDIT'ONS PRIOR TO COMMENCING THE *-1EMBRANE AT UNDERSIDE OF SLAB. WOKK PRc�ADE A GLASS "C" MINIMUM ROOFING SYSTEM, NiC''F1 ENCONEER OF ANl D SCREPANCIES. 3TR-C'uR,•LL 0I1••TEN5ZINS CONTROLLED BY OR RELATED TO �lfLASH[I�IG- 81$ET_METAL "'1E:-►•+TICAL AND ELEC-R;CAL EQUIPMENT SHALL BE VERIFIED 15' TWE CONTRACTOR PRIOR TO CONSTRUCTION. C QP�y --"�. ac—ROVED ` ON5TRUCTION SET" MARKED DRAWINGS PROVIDE ALL FLASHINGS, CLADDING, AS REQUIRED TO PRODUCE •: UJ"TER ADDENov-1 AND DIMENS'ON CLARIFICATIONS TIGHT ASSEMBLY. ALL ASSEMBLIES t WORKMANSHIP SHALL CONFORM TO BE .'BED DURING THE EXECUTION OF THE WOR< THE LATEST ADDITION OF "ARCHiTECTUR,4L SHEET METAL M"NUAL" F-RCr,UGED BY S.M.A.CN.A. (SHEET METAL AND AIR CONDITIONING CONTRACTORS ,,4ATION�.L 9- CON1TR-;,C'0R 'TUST BE RES"ONS15LE FOR VERIFICATION AND ASSOCIATION, INC.) CO?"PLI N CE OF SAWING AND R-SSPECIFICATIONS, WORK NS SECURE DIVISION_ �O�G�t� IMA �jQ�A. ACCURATE LI.4hGE OF DRAWINGS ANC SPEGIFIGaTlo+vs, THE D I fir'15 I ON 15 AG�rURATE LOCATION OF STRUGT'..RAL MEMBERS, AND OPENINGS FOR MECHANICAL., ELECTRICAL AND MISGELL:.NEOJS STEEL SHALL BE 24 GAUGE PER .15TH A-446. - -- EQu1PI"TEN'. C�NERA�. ALL MATERIAL SHALL HAVE A G-90 GALVENIZED COATING PER 'C• CONTRACTOR AND EACH 565-GONTRACTOR SHALL BE RESPONSIBLE ASTM A-525. MECH-:N!GAL (BY SEPERATE PERMIT,B!1DDER DESIGN) M FOR ANY LOSS OR DAAGE G�,;SED BY HIM OR HIS WORKMEN TO CODES AND STANDARDS: ALL GONGRE''E WORK TO COMPLY WITH AGI 318 COLOR SHALL BE LIGHT BLUE (MATCH EXISTING COLORS), HVAC: 4-25 95 GJD ERr4L qE✓'.54CE5 �OPER'.1' OF 'tiE OWN_R OR TO THE WORK OR t~rTERIALS "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"s AGI 306 COLOR SHALL BE KYNAR 5D0 BAKED ON PAINT SYSTEM, _ �•.�_� �3.-7 -t �,�� = OF OTHER CONTR4G'CRS OR SUB-CONTRACTORS. "RECOMMENDED PRACTICE FOR GOLD WEATHER GONGRET'NG"s AND AGI 3C�5 "RECOMMENDED PRACT,LE FOR HOT WEATHER CONCRETING." MECHANICAL SYSTEM 15 TO BE BIDDER DESIGN, fl. CON7RACTOR SWALI- MAINTAIN 'NSURRNCE THAT WILL PRCTECT FASTENN(�$: ✓R�.. ': HE OWNER HARMLESS FROM :,•-" CLAIMS or. DAMAGES. NOTIFICATION: NO""fFY ENGINEER FORTY-EIGHT !48) 1-;0UR5 PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ',ECE55:-RY BEGINNING ANY POUR, ALL FASTENERS SHALL HAVE BAKED ON FINISH TO MATCH METAL COLOR. AND 05TA1NiNCs REQUIRED PERMITS, 12. T+•¢ CG'NTRACTOR SHALL 8E RESPONSIBLE FOR ALL TEMPORARY _ MAKE INSTALLATION OF ALL !TE^1S IN COMPLETE ACGCR,:..�tiGE .:1?'N ALS LOADING CONDITIONS :)UR'NG CONSTRUCTION AND SHALL PROVIDE 032g�_- GaN FASTENERS ARE TO HAVE A NEOPRENE TYPE WASHER (APPRo'✓ED B`r MET,4L MANUFACTURER). PROVIDE OVERSIZZED HOLES IN CLADDING 45 REQUIRED CODES OR REGULATIONS SET FORTH BY STATE AND . OC•:.L .:�'-• R'T'E° BRAGtNG AND SHORING ;11H+ERE R:.GX11Rl=D. CONSTRUGT!ON ;.ORDS: STR,JCTURES HAVE BEEN DESIGNED FOR OPERA ZONAL LOADS ON R1='Nr-ORGEMENT: ALL BARS FOR REINFORCEMENT SW,4LL BE DEFORI-1E D, t0 ALLOW FOR THERMAL EXPANSION AND CONTRACTION. �. THE COMPLETED STRUCTURESI DURING GON5'RUCTION, THE STEEL CONFORMING WITH "SPECIFICATIONS FOR BALL CONTROLS/OPERATING MECHANISMS SHALL "'IEET AGGESS' BILLET-STEEL CONCRETE REQUIREMENTS. COtv'4:�CTOR .t. PROTEC' THL 5T1?.iCTIrRE B1 BRACING AND RE INFORGINCs BARS", ASTM A-615, GRADE G� t`11NIMUM BARLAPS .:T LOCATE FASTENERS SO THEY PRODUCE A PATTERN, EVENLY SPACED AND SJPPORT'NG ;J"E!RE'✓ER Ei CESS' ,,'E GONEITRUCTION LOADS MAY 5='LIGES PER AGI CODE CHAPTER 1. ALIGNED WITHIN THE CLADDING 5`r5TEM, DCC,.R ALL EXPOSED EDGES SHALL BE HEMMED. " f, '.3. ALL '`'?=CHAN;CAL AND ELECTRICAL I.�ORK SHALL BE UNDER SEPARATE PERMITS R£GUIRED)• pg SLAB AI1IN D FOOTINGS: F'C 3p001=51 * 28 DAYS, WITH MAXIMUM �t5m_in. SLUMP: 4", ALL CONDUCTORS AND DOWNSPOUTS SHALL MA''CH EXISTING. CONTROLS, OPERATING MECH,aNISMS AND WARDWARE, INCLUDING GEMENT: STANDARD BRAND OF PORTLAND GE!`ENT PER A5T!`1 C-150, TYPES I IN '. SW:7CNES THAT CONTROL LIGHT;NCs AND VENTILATION AND OR 11 AT CONTRACTOR'S OPTION. USE ONLY ONE: PIANUFAGTURER5 STANDARD ! ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALOrIG BRAND, TYPE, AND GRIND THROUGHOUT ALL WORK OF A PARTiGULf:R TYPE, Cst.iTTERS SHALL BE SECURELY FASTENED TO WALL AND SHALL HAVE A "TERMINATION CAP" AT THE CONNECTIrNI TO THE RAIN DRAIN AGGESS'BLE RouTES, OR AS PATS OF ACCESSIBLE ELEMENTS SHALL 4DMIXTURE5: AIR ENTRAINING AGENT: PER 49TP1 G-260 CO"PL`r w --+ 5EC''ON XOS (C) OF 05SC. USE ON ALL EXTERIOR SLABS ON GRADE AND RETAINING WALLS. A I. HANDLES "ULLS, LA'GHES, LOCKS AND OTHER OPERATING DEVICES ON L' MATERIAL SHALL BE A MINIMUM OF 24 GAUGE AND CORROSION RE5!S7_'N7.UarL' ry% �-►°�' *•2°�� R1� . DOORS, w''NDOWS, CAB'NETS, P,-u: 1BING FIJCTURES AND STORAGE a n .--' FAC L_- E L 15 SHALL NAVE / NG OPERATION T ER OR OTHER SHAPE PERMITTI TI OdE�, BY WRIST OR ARM PRESSURE 'ND NOT REQUIRING TIGHT GRASPING, COPING SHALL HAVE STANDING SEAMS AT JOINED SECTIONS. L PNCHING OR TWISTING TO C''E'QATE, THE FORCE REQUIRED TO ACTIVATE 51ZI; foN1~LI. NekrGH r=�AI JTIH�, SUCH EQUIPMENT SHALL BE NOT GREATER TWAPJ 5 POUNDS 1,Q9FORGE. i..��/�LD1�� 'SECTION 3 (CAJ. ir► 3. CHANGES IN FLOOR LEV'E;_ 3444LL NOT BE GREATER THAN 1/2 INCH. ADD11ION 4, '"S hlIlly�F!''G, P/��jlr�-�T7 vF r!G1/1�1(2Qb�' "!!EMr4U♦E "*119 tf 'lia{'�` Theo` v.,9*1L JI 51zkhz G0✓!r '�r:l�� 01 H A, 1^+I�T+!Il '�E IzE��r! �.at��IE� hP�Gl�i�� �yvJ�r.• ' '•,) � Npf L�i� '�1A!-t 3i'' la?op, 'till =r�Ot�., °'r-. :'w(�'.�a ,. �f�TEMA ?EGA �,a' i �, �� �; .� , r LAW OFFICES I FURRER and SCOTT D ; ,VISION 1 GENERAL REG1UlRE''1ENT5 DIVISION (o IJJOOD 4ND >4 T � 1 918b ".W. PL 5 IC.S DIVISION � DOORS AND UJINDOI,U� D1 �/ISION 1� E�ECTRIG�� 97� TIcApDcREaory P f-iONE: (503) 620--4540 DOT,,.;" ENT yp. A.2© E:)!TION, IS MADE PART OF THIS SPECIFICATION ELECTRICAL (BY SEPARATE PERMIT/BIDDER DESIGN) AS iS HEREIN CONTAiNE;]. r"tE�'•EF�=�-" PROVIDE ALL DOORS AND WINDOWS 45 NOTED ON DRAWINGS. ALL DOORS MAKE INSTALLATION OF ALL ITEMS IN COMPLETE ACCORDANCE AND UJINDOWS SHALL MEET CHAPTER 53 AND 54 OF THE 1993 STRUGTUR. - WITH ALL CODES AND REGULATIONS AS SET FORTH BY STATE AND E��1LlS Avg ,PDRtS• ALL NAILS TO BE COMMON OR GALVENIZED BOX NAILS. NAILING TO BE SPECIALTY CODE. LOCAL AUTHORITIES. 1N ACCORDANCE WITH TABLE 25-0 OF THE MOST REGENT EDITION OF THE �°"'RO✓ED" • OWNER OR ENGINEER ,JILL BE THE SOLE JUDGE OF QUALITY' UBC, pGORS ANp FRAMES: CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARI- -••,-% �;T,4BfL1T1- OF PROPOSED StrBS'1TUTION, DR.aWINGS/DOGUMENTS AND FOR OBTAINING PERMIT. �._,_.__...__....�._._....,__ ;; ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRE55URE TREATED INTERIOR DOORS SHALL BE SOLID GORE WITH FINISH AND STYLE TO ��Ote: 9ro Ji'Tr. A WATER BORNE PRESERVATIVE IN AGCORDANGE WITH "STANDARD MATCH EXISTING. SWITCHES, OUTLETS, ETC. SHALL MEET ACCESSIBILiT1" CJCu".�. �� �..ai t 5GEG!FICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS", REQUIREMENTS, I `• _ PREF--RE• N ECRM SATZFACTORY 'O C"LINER, A COMPLETE BREAKDOWN OF ASTM DESIGNATION D-1160. ALL DOORS SHALL HAVE LEVER HARDWARE. :.;i7Nt' h f %O5_� A S' 01: ALL SuBCoNTR.:.G'ORS, AND SCHEDULE OF WORK heC Cd Y. _ ALL LUMBER SHALL HAVE A GR,�pE 5T aMP. l,UIN�OIi° - S1J`" OF ALL 5TE-15 SHALL BE EQUAL TO CONTRACT PRICE. LUME 2 PFS, WINDOWS SHALL BE MANUFACTURED BY MILGARD - MODEL 920 "'HERM"LLY ,11C wo.' FL;RI� gu T►-+E ABOVE TIC _�.G+yE'ER AND OWNER BEFORE FIRST M 1,1'?ROvED PICTURE WINDOWS. �I'UwinQ Pie.. �:..-. PAR-AL PAY`?-ENT -r MONTHLY WALL FRAMING MEMBERS: DF-L NO, 2 OR BETTER. RE C�JE 5�. WINDOWS SHALL BE ALUMINUM WITH A "MEDIUM BRONZE" ANODIZED SLB*1." WAIVERS OF LIE'S Ccpc`^l MATER!AL SUPPL!ERS AND SUBGONTRAC'ORS SH�� TNINN�: FINISH (MATCH EXISTING WINDOWS), PROVIDE COLOR SAMPLE FOR AI®�� AS I" 1 ATER'AL IS DELIVERS - ...`�D WORK COI` 'l�,ETFD,. APPROVAL. (v ROOF SHEATHING: 3,'-t" AICA RATED 51-+F _4THING, T i G " "1��:C_ 11101!✓1C 37/1(o, EXPOSURE ' SHALL BE CERTIFIED ACCORDING TO ASTM E-283 FOR 0.31 GFM PER �� NAILING PATTRN: USE 8D NH'L_S WiTH t.)EFORMED S" .NK FOOT OF WINDOW SASH CRACK -"E "RC;jECT CONSISTS OF THE CONST' CTION OF WOOD r-RAME ON CONCRETE 6 INCHES ON CENTER AT EDGES t GtL.i I1 _v I `OlUtmaATION W 4 CONCRETE SLAB FOR A 540 SQUARE FOOT ADDIT ON FOR THE L._:, 12 INCHES ON CENTER AT FIELD P-9•v VERIFY THAT ALL SEALANTS/CAULKING USED ARE COMPATIBLE WITH 00=00=4;E.5 FOR r..PPER t SGOT T, ON 8185 BURNW,4M S'REFT. TIGARD, OREGON. • CRICKET ROOF SHEATHING: 5/8" APA RATED SHEATHING WINDOW SYSTEM. SPECIFICATIONS GONS'RUCT1ON OF T HE ADDITION ..O CONFOIZI To THE OREGON STRUCTURAL 40/20, EXPOSURE I PROPOSED ALTERNATES SHALL BE ACCOMPANIED BY MANUFACTURER'S SPECIALTY CODE, LATEST ED;TICN, AND LOCGL BU'LDINC, REGULATIONS, NAILING PATTERN: USE 8D NAILS W17" DEr-ORMED SHANK ArIxt: LITERATURE AND GUT SHEETS, ALTRNATE MUST BE ICBG APPROVED 6 INCHES ON CENTER AT EDGES AND APPROVED BY OWNER AND ENGINEER 12 INCHES ON CENTER AT FIELD EXTERIOF., 5NEA�1-4ING: 1/2" APA RATED SIDING, I(o INCHES ON CENTER, EiPO5URE I NAILING PATTERN: USE 6D NAILS WITH DEFORMED SHANK 6 INCHES ON CENTER AT EDGES 12 INCHES ON CENTER AT FIELD 9UR14HAM, 9185 D 11 17 D F'P.C PA&k•I G!tfLEK%' =71'1 UC'' lJ�%,f'1, Io1600 p M,ts esu o_, 43/14/95 +4:C. ®UP 95-0108. Pt.M Woj38 E'�IGII N E k>~f� �t,QdC J�I�T SN,�LL �Ii(�t i rt �E t� �Y TWE 2 OF 10 _11Af4LJ ,�6-r)k,-_4, RVYlU h_F�c'��' q�.aa/� Iz I"PI�r�VkL �f �H(xlli M2 w t Ira 092 JUN l c 1995 MICROFILMED # � IIIi � I � III I IIID i 1111111 VIIII VIII I IIIA I VIII I VIII VIII , ► ! I III III IIS CA-Am 4 MADE IN CHINA IN i i v k%klNjr', 0Ll E,"�TGINEERI ' 4\ t 0 �\ \�* \\,. \ \ \�'\ \\\ j Ef15TWCa CONSTRUCTION NEJ, 1 ONSTIlItUCTION i �f r , y 1 (� #m , F x fits �� ___ _� 4EC1►pM I/4. I , , a+ : i 1. EX1� tI N lA �p'•p" EACAM,,1=.NT - 1 onto" 1 C - I CONFERENCE WORK ST 4T I ON OFF GE ( E� fl-WS F f � SED STRUCTURES I r- 1 \ OFFICEit I 1 i I R X - rr RECEPTION ��a�f ;�i;�` --�/ '. 1 I \.• \ 0 - - -- i j I --540 SF. cz "' R . `\,� 1 1 NEW ADDITION( 01 r.uss so RAW. I� VESTIBULE •..\ ,, i - - ». ssrus Few waras%AAM no ran N I Iowa b"m - A /� 1 I' '� '\ � r��w aan ftkvrs 111 I I RK In wor ». I -- i i STATION © 3 ti •T�, r' W I MENS, �- �'^�� Q. _tE:cISTNG ' � I 1 ;A CA T) N Tc K ACZE0 d pl.�'� � _ t 4A;•!1OF, it 1 - \ \7, �,` \ f I � tij 7►' I OFFICE OFFICE I PA,EMENT S1ENCl *HIT[ !- \` BLUE BACKGROUND AND I \� 0 �,�. 1. (. . T .^ 1 y• BLUE PAINTED CU" OPIMNAI I �! J� I •\` % ___ _� BUILDING I -� -- BICE Gj r,A r WOMEN RS ADDITION w r.irs 0 1 �0 I T � 1, , ZL ��r'_ .��-_.`.!!!._.�.!_... Tle...� „ m 3'. LAW OFFICES -- N >�M T T FURRER and SCOTT ,} Uf? ` D r cxG f✓d t ` EP_rIGLlS - - 93�� S.W. �..:�N�'A!.1 ;'REE IN �G HUl�I2!iNrP!, SLOp�. I - I ITIGARD, OREGON 620-4540 Z. `%�(-•+F=7 TH.�T Tp-,�,M�IfIDN F'FOM I ON-. H�JU�. RA"Gb �''C.• TD GONG��T� VoAjP a MAlri i�lA'' i' - 5r f' I 8 0. �I -j -Ah�li� � 02 Nor 5X6Fr� 4'-to 15'-e" ml, ; h�`GT l off 1/ i 1, h25'- AN PROJECT EXISTING CONSTRUCTION _ __ ^___..-_-.__-_ NEW CONSTRUTION NORTH .._______- �..__ ------ __ .- .___ .__. ___-_.__ -.------__.- -- _-_ _.____---_--______..__. ..___._____ __.______._.____._._.____ ...___. -._-_---.-- ---_�._____.__.�._--_.__-_-- _ .__ _.._._-___.__.____ pate: 3•r�•99 SffE KAN Scae: AS NOTED FU00A PLAN Urawr by. E'jB Checke'a by. JLrl 1/4" I'-0" ,.'ob No.: 9 ?' - Y NOTA J Drawing No.: O-? SITE IPFOla3 to jON: O REPLACE EX15"iNG DOOR AND RE,.'ERSE SWING IR ANDLIFE PROVIDE i_ATC14 TYPE OPENING DEVICE. TAX. MAP NUMBER 25 1 2 ,AB (NEW DOOR 70 MATGN EX!STING) � SAFETY PLAN REMOVE CAB!NETRT" BELOW COUNTER TOP AND AX LOT NUMBER: g1©© Q ADJUST TG REQUIRED A.D.A. HEIGHT (34" MAX. AFF.' 'CT4L 81TE. 16,585 SF. i 10©'k.. AND REQUIREMENTS, OR REPLACE W% NEW COUNTER OR SINK INSULATE ExPOSED PIPES} NU_ILpIN' ATA: "� PROVIDE LEVER TYPE "HANDLES" JiLDING: 1,581 SF. i I6'�e. - asp._ _ �S''NALT SURFACING: B4O25 SF. ;S4n UGGUPANGl' LOAD: -_--.__._ �...__.,_�____.___.-.__ __ _-____ —_.. 46 O CE OFNCY GONStAS�IF!G,ATiON:— ---------- - --- —___ _ " O 36' sBOVE FIN15�* FLOOR 3 PROVIDE GRAB BARS 34 =0"vGRE'E SUI�AG1NCr: 331 SF. ;i ` RUGTIO, — ---__....___ ___.��!_.---.�_ __.__--. _.___ _TYPE `l-N NEW CONSTRUCTION LOCATION OF P'ROP'ERTY: ------- _____�_�.-- __- ___.- _-- 3 SIDE YARDS ANDgGGp!T,yG 56d8 S.F. 3.:e ALLOWABLE FLOOR AREA: - _�___._ ___ __-3,921a SF (BASIC ALLOWABLE 8,000 SF.) EXISTING CONSTRUCTION I � � r , -- ►-aEIGMt AND NUMBER OF STORIES: - __._._._... _..._- _- -- -24'_0" � 2 STORIES IN6r,41... 51GN U ,IG�. n ' ',.� r..� ,H kEAJrJ -.. -.._ "'Hig DOORL "'�` PEC-HA N UN I,JuKEb C�WK,ti !I e JJ c 1` E4_'•a ' HpJi�6" ' 3 Jots 95-- BURNHAM glg� BIJP 95-01(A PLM 95-0135 3 �)F 10 � K ;�"...�,,..,'wpr �"RktiV�1AN1�17 !�e" d"IP�°,�N n:'{��ir?`•'> il$' K4"yyt"'°iA.7`"�"�ti'tlP:nwn4�ty".I rHbnwanrcMncnwwwa.nv.w...w........_. ..., u.. , �.' . �. wm yINY-err 6 rrrrr• ;x*�+rrvc, -, _.:-,_ JUN 1 G X955 I MICROAROLMED •A 1 FT�+'R'-' C''�'A�R 41 MADE IN CHINA IN ' } 1 '7J ( 0 'j I Q LE R I N G. AN N t I I , •h/` ( EXISTING b'-D" TALL PAINTED NORZ. CEDAR FENGF I r15rAI,w �.iU14i'Il Pigs --____\ TIE FOUNDATION DRAIN I / INTO STORM DRAIN LINE I l + pµhlN s WALKI :AY, \, AT EAST BIDE OF BUILDING EiISTING 6"-0" -ALL ry" • 1 _ 7!E7 1, TD ti� ,"�,� ;� ti ADDITION GRAIN L:N_ FE"AGE _ f�Tal1M G •iN `�Y� M. 1 WITH SLATS V'� Ga -•-�--- - 118.9�5 ° G( t'JTE.•! G �+l-(` � E � .7 7 "LW 962_T _- N EV 12-14 oe 6 GD G. GU (T P.) G.O. 11*5PL.AGE ,p MI+T'GH EKI(dr!H(�r I ' S• I 1 -'� , . / / 7,_ U'{ ----- �,,5 ��,, •;,E;,� <�WCC!' „,� f="O�. __._--' ,, D.8 I � . NG• , •�l<2KINl� �t�LL IL I• I I � ,� I t EXISTIN - PARKINGP!�20P05ED ! + V ON STORY ! � •/ �0' 9 SP:+GES- yQ� 540 5F. + ___________--EXISTING RAIN DRAIN ' 1-> LINE AND CLEAN OUT EXISTING T,UO STORY TO BE RE^10V�D b" GONG. � A.G. -�� 5TRl1GTURE Cyt`.. I� ExISTING Csl1TTER SH,rLL CURB - TYP. \ 4-1G- !tFC�+L !�'✓'SarJ1�5 ___ �," C�• ` v DRAIN ONTO ROOF "," -.�,, c- �, r�C .7 I I f ADDITION 115J EXISTING / i - -v- .�� .� .. � c �." ! Z ' SruRY - $gD 5 F,J '� T `PARKING SPA �, � � cE8 it"ASIU4S: ---- + ---.•- NEW b '0 STORM l C� I �•.�. � E}"'� ✓ , i I• / DRAIN LINE 'C / 1 I 1 =.,- •"'•"'•..-/ .. • C + 1'' j I'/ � •—._.A.G. z.AND5CAPIN40 ;r /77;. �.._ D.S. (4 TSA L � r•.:C't- / '� j� . _.___-�'•..-.,•�•_ NANDIGAPED + I I I � I / / / _,a/ / •`�• L ,.r6G • PA . ��� ii:�� 1 • ---- TIE INTO T �•� � / f I � � 5TORJ`1 DRAIN i LINE + 155.43' -,c / I I I •• , j .,r� _ ol 30'-011rpn__ ,I 'FDG. o.*ME:NT A,41FL=.EMG H r BUILDING �. ; Q H,�g BEEN E�Thk�I.1�HrC� Crz rffE USE oi 6,1: rHI(o "^OWA ( TO AGGES� 'NP, FXr(A, milli ADDITION / OFF ON ICES -__ -_ ---"...._- LA FU"' and SCOTT � •. , /��, .�.� �, � , / /� / / � ;• �' 91 8 , s.w. nURN1,AM STREET PHONE: X503} 620-454'0 . t t4A1•►t:;?A1L, 6Lpe.ATir e. lI� W4L-L 7 1 lA 'e ',� `` ( �i t� i N T' E K 61 r o�abDlTir.r47'Ir z alr+A� 1;NDS 0 4bANb(�i4t;� �, rAc.' TA CjtNG�. PCS-04tDF_ 1/2 MIN, g,1�tµ t=ack IrAOWAU, 4-tAIIaRaIL.. - .���� ;,r~r�� i .QM �, g;,DnE � urt� :�� �r,alr�. %'jKr• T'oGrh .� ;,hf1171'`+G�, I T . Ca P. V.1s •,� / �E +n'�a=� IM R�'HG"J Ex{�Tlac+t GLlizt3 M.P�S. ", � INTO E 63TI '-i'%,, k/tIN Scale: — ,I ��a• Drawn by. EJ9 Checked by, JDA IH AIN Job No. 950' ;1 `- Drawing No.: 1-1 L AH t*;�03c,A Fl N(,1 I SITE PLAN EXTERIOR STAIR / WALKWAX A SECTION DETAIL � e�MaY� � �EL,Oc:,A;?'E �n►�!"IN=� ;.hNi�At'.Af :�+a °" !�0►'��E: g� c�, r. 4 ren ►T'��'N - SITE INF-C •1ATION: TAX MAP NUMBER 25 ' 2 AB TAX LOT NUMBER 5200 TOTAL SITE: 16,565 S.F. 100%) 1 BUILDING: 2 58uSF. llb!{. . SITE PLAN ASPHALT SURFAGING: 8,02S, 5F 48X ' -- CCNGRE TE SURF`AC ING: 331 SF. (2%, - --- — gURNHA�J{. 918Fi SUP 95_(1105 LaN05CAP!NG: 5.648 Sr3d+. ' aoF ,o � 1 . 1 JUN 16 1995 1W I C nnUn FILM ED � IIII � I VIII I ifll I Illlt , l 111III iflll I VIII I ( llll I VIII I IIIIIII I I I � I III III_, ! 'p I fix` �`�'� � MADE IN CHINA IN � 1 1 I N-C IN Lr IE R ING 0 d r, I Ir 'r�t 11 1 f-f if,*$ In'C' ,+''/ ' A r /'. r/i'I`r,t/' . /'"ilC''?�' ?-"l/T;!/"-F/' / ,�`f/'/'' / `;/f • rw ; ..w ry!7"';T'/�,!' ��;..t utuw� a / ,�'w, �j �'`���►-�� / - T r•T s j�?,;-r+- wy ,7/a- / �/a.;r/;r`— / — •/ a n r 4(pbl' M 51 c4ow SIw iyx 237M 7r-,-�r 7 - A;,- •I— "or 10 Ti" 4gp 97n3 6204W, 10 '01 FAY: ,/ / /� Z /Z MIR/7 it V:,,x 6,A, ^TrItP fIoll'I T FX 1A L, r10 13 6TeZ,;e- PI LP P ON PROPOSED o�;l I T P_ PIP N/I PP, 6�112,A�l OAL44� ONE STORY 540 S.F. t�Tor_K_ PIL.5rp, /j��Ai f1 tV EXISTING TWO STORY 1A to STRUCTURE. 2,040.25 Sp, 777 / ISO us/ 41 too, zo`_- / ���� •'• / / / ...rte'tooll 000, P 4 REVISION'J, r2T FA W l!!)A%I...,P, B*�R.!R FL - ly .......... A oft � / /� _______-_--____.------ 45 F,P I M15-Wr 12-CSI I- W clvq t:;> . : . • / , ' , /' i / / ! lir ��T�— r=�-----------_.____. • � t 3 '0 EROSION CONTROL PLAN BUILDING ADDITION FOR: LAW OFFICES FURRER and SCOTT. 9185 S.W. BURNHAM STREET TIGARD, OREGON ;.4.2 Temptirsn.Sediment Fence, hPir, _.0 11, ..Ie mile Straw Hale Sediment Flamer • 4 0­ The filter fabric shall be purchased in a continuous roll cut to the length of "Vy-!e rulrpsg PHONE: (503) 620- 454C i-P narnor, to avoid use of joints When )oInts are nec"sary, filter cloth shall t,f spliced together oriv ata support "t, with a frunimum" 2' 1 4 14 p Straw Bale�edirnrrlt Barriers Along Slopes P and both ends wuMv fastorned to the post 6-inch overlap, leduce the liansror)rt of sediment from a con%trurijon Site by A to Irdive the 11,111%liout of qedinicni f-mn a otwiw1joij %,te fly 7�- Approval of this erosion/wjirne pro, ling ntatlon control (F-13C) plan doe a temporary phvs,cal Itiviner to sediment and redunng 'difl, a constitute an approval of permanent road or drainage s not runof! velocities providing a ictinpo?,ily physi_11 harlij to r's ,,I �edwing _e design Irt ot size and The filter f4bric fence shall be installed to follow the contours wh(-rp runoff Velocities ­V,�q n location of roads, rip", restrictors,channels, retention facilities utilities.etc.) •feasible The fence posts shall be Spaced ik maximum of 6 teat apa,,an,,, Codalm-MRE2 PrActict-Appli-0 The Implemetation of these ESC plans And the driver. securely into the ground a mitumurn of 3r. inches con3tructon, maintenance, Notes replacement,and upgrading of these ESC facilities is the responsibility of the Down Slope may occur ss • A trench S�Iall hO excavated.roughly 8 inrht"wide t,v 12 inche, runoff Of disturbed areas where runoff ILI NISY he itibittlitited for temporary sediment fence for installations lont,' ,f Firiltlej bales 4 1,)onhes. Appficant/contractor until all construction is completed and approved ed And -r fabric in fw buried constmt tion activities(in existing lots of reccir,i •Dnve sukes mnim,in,III upsiopor and adwmt to the wend point to allow the filter less than 2M lineal[pot And for single family or duplex resid,!I111.11 pnolilai vegetation/landscaping is established. • • At the top cq SWI Node piles H X..d lbopa,- men gmund suclace 0 a te: •s le,• S.P� I I!................................... ...... I'Lj*.j I-,. It balot •­0% The bomindaties 4 the clearing limits showr on IWS plan shall be dearly hen st"dArd strenorth filter fal-mc is used,A wit@-'111PPOT1 fence shall be r 0 At line of soils Sir,(+piles' -or"to be used for Lilged in the field prior to mrotruction, During the consItAiction period, no f8so'efted W<-,Lr'Hv to the up&"Side of the posts using halavy-dutv wire • At interval,as Indicated on Figure 3-1 along the contours of largo he tit Ira Sco* he 'Whrwal(emend disturbance beyond the flagged clearing limits Shall be, perm," the 4,Me*, flagging shall be maintained by the Applicant/contiramr for the duration of ed ll Star'" At kw.t InCh 10"& tit!wire Or " ring, The wire Shall extend Into disturbed sifts In e,kilitig.unili-ourtied dtainAge dilcile'l/swales 11sed to a" d the cinch a Minimum of 4 and shall not extend more than 36 inches dupes(,"III MIA Drawr b &tKwe thf Original grmlmd surface • At grade breaks exceeding 20%. through diiiijifted areas of construction site(4, by file lonstm-tion Iri single lots construction. EJ8 2 A word 40 Checked by JDA The sitaindard strengith fUtrr fabn-%juill be stapled e-wired to the force,and Following discharge from a sediment trap or pond I The FSC 'Acillbes shown on this plan must be cinstru, ed in rontuncticiii T� Inctliet! Of the fabric shall l'"extended intor- the trmctk The flit-ric that] not Note, see serifori 3 4 11 "Swales and Channels"(tit pri)fection of tirtv with all nearing and Finding activities,and in such a manner as to in-sure that cyiend mcwt than 36 inch"above the origintal ground surfacis Filter fahric Nalpt Arid dkilIFIX41%WA#q-q and ditches sediment laden water does not enter the drainage system or violate applicable Job No.: 9501-11 shall not be ststp4ed to edsiiip"a Sediment fences shall not be installed scrr)%,,;streams •114"I.,iftnin r4 fiffet water Standards. "18101191M A I-V I' Drawing No.: 1-2 I,erwh M"'n evtr1-1"-ng1h filter fabric and ciam post spacing arj. used.the wire Lklw -. I The FSC facilities shown on this plan are t le minimum requirements for Ene"th MPPOM fence mar be eliminated In such a case,the tilt"fa� a -*e Figure 3 4A for details of Straw bale sNilment banters slung anticipated site conditions 0hiring the con-struction period. these FSC stapled or Wired iltret-ty to the with Aid other ,nr 1. See Figure 3.3 for details new hil'o, 110pon,and 11gute 3 4 11 for details of straw a Ile ba le sp(jimetif barriers let%in r pnwisiom the& ttain to facilities shall be upgraded as needed Icir unexperted Storm*vents And standauld to"for standard rlmgt�h fidw fabric vpTqytng Of about ditches or Swalm. butt ensure that sed1miant-laden water do"not Irlive the site, 1'tin%1'%7 alta wit- EROSION Maximum shell" of overland flow path length to sediment fence it rtT Figure 3-1 • I Straw ti.,iles liptil tie standard 40 to 6n pomid reciAngtil, I- f Flo. The ESC facilities shall be Insmoctleci daily by the --dIffilerlt fPncn &?%&Jl be remnvvd when thev have served their w ierrAl grain or seen shave it I'a 4 1 o, applicant./contractor Anti P%Upcx*,but"beftxv fjw upsiope visa has beer permaineintly stabiurd n :. maintained as neq 3ary to V_suze their continued functioning CONTROL PLAN ';""�c"On Of filte?fabric tensile and bursting strength characteristics .9-17. pop"Ch losw • C SUPPot? fence. Fabric attached to chain-link fence noeti 518k"shall tie wrwul(it Sire as shown I,,,rigurri 3 4A& 11 Anti depends on the .,oldim0lit(Pncl- she be lysm-rtaid by applicant/contractor immeclisteiv 01 it The F-SC facilities on inactive sites shall be inspected and maintained A Or"each rainfall and at not Polls""the Unit strength as one attached to a fence of 6-by 6-inch 'frivc1l tht-Igh bilim And Into ground it)a minfinum Ilepil, , I r"', ", minimum of once a month or within the 48 hours following a storm event. loft-RI daily during Prolonged rainfall Any required reinforcing were Selection fit thus based on standard engineering inches f 2 ""clAll's "I he made immediately principles SY"ttwhr filter fabric sl all contain ultraviolet ray inhibitors and Stabilizer,to provide & rnin1murn of 6f7 E • within• At no time shall more than one foot of sediment be allowed to Accumulate construction hfo at a lempermtuto month-,of expected usableItIraw bales,than be keyed into existing ground 4 to 6 triches thin 4 trapped catch basin. An catch basins and conveyance linin shall he range of frF to 12f1T 4 real all 00" cleaned prior to paying. The cleaning operation %hi ii not flushecumnt se•• Straw Pale Sediment Barriers nifty be left in 144(e(If used as nitil(II Mite of we laden water into the don"tresm System. All material to be in Rood physical condition to provide rrnM After completion of site work It Arproved by the Jurisdiction Plan sediment retention I Stabilized construction entrances shall he inst-.;ied at the beginning of • 0 At no time shall more than a one focit depth of sediment be Aljo%vetl construction and maintained for the durati,a of the Pmioftct. Additional At 110 time shall more than a one foot depth of iteditnetif be allowed 10 ArctImt1late behind Straw bale sediment birtirrs Wiment shotiltj "'astste"!may he t"red to insure the: all paved areas are kept clean for that to Accumulate behind a sediment fence Sediment should be removedhe temOveti tit regraded hilo the slope,or new lines of barriers duration of the protect, or regraded into III" and the sediment fere."repaired and re- uphill of Sediment lstipn barriers established at,needed BUR!lJiI/AM. 9185 SHEET BUP 95 0106, PLM 95-0136 5 OF K JUN I G 1995 MICROFILMED � � I � i � � mill i lilll i I � il � il I � I � I VIII I 11111 ' Jill 11111 I I � Ill � l I III � I I � III ' I ! 1 FMM- GILAN 41 MADE IN 61 CHINA IN t w Ir Ib'-�11 ►5'-b �'• ENGINEERING' , „ � ,•r .,/I�� I N_ lC0 Ll 1`1 N l tT F. r:) 10 '- ...q..... � ' .�r, � .I �. ._ �,(,f • �•�'�.. .�If^Ic. 4PA FT NEW BEAM ABOvE I r. .j " I I I E/-ISTING �`� EX16TING OFF I GE \ EXISTING WALL. ` \ RECEPTION -�. .. _ OFFICE I , TO BE REMOVED EXISTING WINDOW -- I TO BE REMOVED kt?.: Fx vpi 1 >:x.!:, IN,,q P0W 16r,,) ! - w ' 1 4 T;9 0.0 r EXISTING WINDOW ���T N r '� TO TO BE REMOVED / I i�a 1. -Q r- ►� -t�-T11? I ti? G1h�'�I���� k1�1�IZ ►►?'-®"-.. 1 1 , - J P.I. Ptb F0� 3068'.. t _�- 3E"iiGB %- ✓:* r•'i, ! �('�Y 1, t� I I Grlu►�Et SHEAIL WALL I c:k c,-►EtiR ,y 1 OR BEAM,P SEE F R , OST ? X 6 STUC1S � ` �.}r. r • I6 O.G. - TYP. H171A T i I G2h EV 1?• 1-S H N 11` .. .� D L. 1/5. I H � 1110t.t7DWN � NOLl7o�_;r; x .►- �Ali � OFFICE I RECEPTION o�F r E _ p~ OF RECEP ON � UJI _._ ` •„ � _.-_.___-,.,, � , ?' 2 x 4 BRC. WALL--------,` , �FF-'-IOP�_'� r_----- : � .ter, y.:.L r ,i•� ' -. i �- L PLY-N G r N r)'I I w, o M OH6 -Sitar )F WAL; DtiE�1DL �R _.. , 1:Of� gHEI ►2. `l ' r.lAL,L Gilt h-jLAR. 1 3646 12 0 20PO 20120 ? ® 2 0 ` 3646 I 'I `.._;,I -9•• -_ 11 -3 5/811 11? -D III'•3 5/8" -1. .� 111'-9"- I 5 � 1►b SGJPPER--- - 5.1 Ir -SCUPPER �OI.IG' r3�(JG1_ rt?G 8 G IQ-t/ .. r '-rI '} P 0 7' `✓ I 51 Ott 3'•0" I. V-0" J'-0u I a'-q" 1 51 �t I nom` r I V E A0, - •��:"J � M6'j1vF-Fk; 2"t''e.o. (fVT.'&.NpAPp np n�P-� 6 v2" 22'-0 _..__. _ - !m'-m In" UR1 4.28-% (*'NER& WAS O* 4,►. A H/hEXISTIN0!",�P^ ' E; K 1 NEU) STRUCTURE __.------_- s--- Pw^V117E 6u1'ror4t' k•T r:A.GH JDIaT LOGhTIDM, �- 2%2" F.D. G. S9r-taDED +. 2 ROOF PLAN FLrwNrw**nm FRAMING PLAN 1/4" . 1'-011 NMTH NIMIN I N_ER-IQIz 6H0,1L IA ALL_ &Meo ` ;° 1, t i A I L FhTr l%,12_ i Ae) NA I Ly- 3-"O.c, E O&V to w- 'Z. 601..10 PI.46,14- A to-L IGbalEO MOVI12F, 170UJ%,O, eTUUCa o HD LVO WN* NOTE: t I I I SMOOTH TROWEL �" G FINISH FLOOR SLABI '- �' � _M�'EbMi;l`4T • �,ro cX1� NG•,f F0LjNPAT IGN 1 li E v1 4° x0146, r-,OOIZ -0LALb, BUILDING I I I _ 3 4" PLYWOOD PROVIDE (2) 04 DOWELS 12" LONG ! PROVIDE (4) 04 DOWELS 12" LONG -- ` 5►�T'G. I I �.-''` y ~ W/ 3" EMBEDMENT INTO EXIST!NG W,' 3" EMBEDMENT INTO EXISTING ' I ADDITION FOUNDATION WALL !J1 04 DOWELS --FOUNDATION WALL \ FOUNDATION WALL 4 f,` •4 DOWELS i I --- MECHANICAL UNIT I I / INTO FOOTING TO BE REMOVED INTO FOOT ING I a G.L. BEAM �2,4 I __ -._ ...__ .__ ._ .__ __ __ - _ - , __ - _ _ -/_- - -- -- - - _ - - __ - - _ _ .__ __ _ _- _ - ,--- - _ - -_ _ I -_ _-== ►= ^��_ LAW OF ------- ;=_t=fid.\—•---- - -----------•----•---------- I----------------- — ----- _. .-- -f=----------- __ _ - - -I-- _ - -- -- - -- - - - -I_ _ __ -- - -- -- - - - - - - -- _ ^ _ - , _ I �._..---8" I I I �._--------DIN'TfROL - I �OINTROL------__.` � � i , FURRER �i ScOTT ._ ..__• __ ._.•f= - --- . - -- - ---------------..—__---- ----.—_......__—. ...... - '� .—.__-----..__ . 9) I I I l `.� ' i I I 918- �.1N. BUR'NHAM STREET TIGARD, OREGON r 4 CONCRETE SLAB---- I r r t ` -----------.—.--------.._ �; �_...----- -- ' --- h I gMatri i�WEL I I I I 1 I I I PHONE: X503) 620---4540 s -- -- - --- -----------• d I C I W/ 4 BARS AT .6 0.%.. 1 I ------TNIGKENED SLAB UNDER EACH WAY f7 04 st 9 YJ ____.-- " WALLS (W/ !2) 04 BARS) BLOCKING 1 w-- cpjry I „ I I �, -�------•---- ----..-_.----(�t } . � u. ) ----•--•-- �R ------------ ---------.-___.___ I I Iw I I I � I �-- ,,�,.-_--_--8 CONCRETE FOUNDATION WALL CONCRETE FOUNDATION FOOTING Ll -- - - _ __ __ _ _ _. __I_ .W _ ._ _ 1J L- __ 1 -- - - - ( ; ;tat?: !!•�.d•9i� --.—..___--�•-1 --- --•----------- ------------_--._—.......__— _fir'_ .......--- --------.—_.—_---------- I t I � I 1/4* - ��wtartl Drawn by. EJB '✓ht: : ,IDA 1 3 > ! ( 1) 1 3/4 X 5 1,2" �-- -� 11 . -� I __J •` II I ,soh .: ss�1 -„ - 4 - „ ' .- f 2) 13/4 x '1 I q 1 �rt�w in q ,'�0.' �-�' MICO-LAM HDR. I"'IGO-LAM HDR I ; C1$r 2600 F.; 11.811' 2600 U L WiFOUNDA- TION Yr1. 1 I�T"•v-4, IQI 11 1 1 i, ROOF 22'-®" 10'-0 1/2" IZ'-1 1/4" f ' ?2'-3 1,- tr?'-1 1/4" ' FLOOR AND 4,4 PLANS 1-111 . tiEW S'RUCTUI2E _ _— . -- •----___._._.__�____ ..._ EXISTING -- NEW FOUNDATION STRUCTURE ROOF FRAMING PLAN Fr-�%.;UNDATION PIAN v. 1/4" sli4 0 -O" t^ E u �� L- BURNHAM, 91PE BLIP 95-0106. nLM 95-0138 2 ,01 SOF ':0 MICROFILMED 'i � l � l � l I � I � I III � I � I I I � I � i � l i � i � l ( I � I � I I I � I � I ► I , I � I I I � I � i 11 , 1 1 , 1 I I � I � I ' 1 � 1 � 1 � 1�" ,. 1 FMM- G41 1 1 1 1 MADE IN CHINA IN N CINEERIN(I u ♦ ♦w r r �/ �, • r,w w/�♦ • '.w�II11lI YI��. STING STRUCTURE NEW STRUCTURE estIF 2,3734 p Nor 74A _�._... •�M_.__.----�� � ' I; I :.��..___.-- -��_�.___..____.._-.____,____...._ _.._____ _.._-___..__� � 11,1 � - LAP SID ING ' e?((°/ _ -^ ��^�T-_—____...-�._' _._.__..---• �� __ - _^_---- - _ .._..._ I —.� _.________._._.____.- � 6- CORNER TRIM t 'Cj r App — pz- I oo-0 -- T-; -- — -- - _. - - - J j 4-28-95 5EVERAi Revs Or, RBISONS: l35NEt2AL I . A :.c. MAT IeIAL Ti1A%4-50 AcHP 601 Oiet�) LVAP-IgLj�.� t !.��5) 9�,��•� 1 EAST EL.EVA11ON H THtr �K1�1-IMit 6-;z1.iGrL4P-E� I 2 '"5 4.1 4.1� PR0JtICT: LOWERFLOOR Y ELEVATION 124'-0" � _�.___._— _-- ____-- ------- -- -- _ �- --- _-_-_ - BUILDING ADDITION LAW OFFICES RARER and SCOTT 91 85 S.W. BURNHAra STREET ROOF L INE BEY ONG - ---- — _ — — _ r` -1 2 / �- -- T(GARD, ORE ON r-------- ----- _ _.. `-_------� PHONE:Oh E: (5 G 3) 620-4540 TOP OF PARAPET -� ELEVATION EL EVATION III'-0- 4 I`' - -- -� --- DO PLYWOOD PANEL---� - - ___- -------' -----__ �_ -- - _ • LAP SIDING _- -.--� __ __� Date: ,/ - Scale: i ,%4" = d» CORNER TRIM ---- __—____ J Crown by. EJB SCUPPER 4 DOWNSPOUT ---- - - -------_ ------------- . / Checked b y. JDA ToP _oF FNDN. WALL• -- �.�_� __._----__.._ _ _ �._, ..— ___.__ __-,..,�._. - L _ EL)=V..TION iQi5'-fd" --- - - ---; -.�__._ Job "r 0.: 9501-11 /, Atli Drawing fin.: 3-• BUILDING LOWER FLOOR 1, t r 4 J I I VELEvATION 100'-0" ' ELEVATIONS 2 ELEVATION g185 136 gURNNAM' PLM g5-n �' 1/4" . i'-P,!" SHEET ..�_..— ...._ BUP 95-0105 7 r3F i o 13 * JUN 1 G 1995 � IIIIII VIII I I � III ItI ; Illlll VIII I I � III I VIII I VIII I Illil I I � IIIII I I III III IIIA I � I 4-MADE IN CHINA IN 44 1'1 r 10"-2 3/4" C 0 J ENGINEERI ;IC' METAL r_0pik.,rJ �'•iG N11�•k �'iK� WJ�Li.—+\ I � __ __ .._- __ .._ _ _ _ _ _ . ._ _. _ . _ - . ._. __ ._ .. ' I©'-0 I/2" r �i"C FLASW ING .UCc 1 - 4!I ' I ,, �F� ±� r'�' i �+'`, N •,'«. , . : "rG+a BUILT Ulz ROOF!NG 'OP OF P.aR.JI•ET 5'8" F'LI WCX.D OVER FURRING r'fEMBERb I aI ----? X A MEMBERS •. 24" O.C. 1i--,i HV*,sdV cIfL ELEvAI'Oh II3'.--0" � 30' FELT PAPER QUER �' � PROVIDE SUPPORT UNG!-:R ` 3 4" PLvWOOD ROOF1NCs .a►I f .- _ * JLROOF -oOISTS 40 24 2 Nil'g e,7 Ea. Ti O.G. I � r, �i � .i .,.,,. •. , L! UPPER FLOOR 16 to A' S'D!NG OVER. ---_. .. .. R-31 INSULATION 3.�Cr•Cc BLDG. LDG. C?R.A"c+PE E'R�—'O-/-IV_-E �,.R%�I'' -Op_5_._1•o_ _CQ'`,•�\•°0�/�� II,;1 /"ate'�/•r/'0:/r%,U'/",��—�""-•0'f•n•$. -•„--\FI•`C1_LQ�Ea_A•iT.nr-SAd•-.�,.7 I-N-Gs•_�_�1-/�•?_o;c.+_r i_ '�'�:�._'6 s"O~--•-.O_, _•O • ,e,��p .wv n I ••e0°•' 0o,�II IIII(I 1I/IIIi \.O U/1C°TOUe•51R0.LE •. %•'- •• —•-----Q-•- n° F>71o1'5�e hh1Hr_5 e+P_Pt?1LeF alWo►S-�NA.,-(G-„ .u- ,\ - \� _-_.II.III I I_kk°.._,f.I.iI_-• ... . _- -�(G�2S-N!5L3�-iU-�fL 5�Laf-tAaWM,c,a BM. Mi .� 'S.2 A\II u/•__0/-o 0�—��0!U_%.__o.r-a----o-- 0 .-O 1�.. -oo O„-o-0 a ,>`- r• •r (;•••.•.•'poCoe°'poOoc. -h.•••.••- e•;••.••. o°o•°O°uoo/!�•••••..- noOoi'oeoo.°1°, • �•�;.•. /'e•' 4 � {I 15Lfa".1 .,rWOOD S"Tcs. p:' BE ONDS,s3PENDED CEIL! '------ ( '.� ;H b STUD WALL Es.r_. IRs._,._ ,+. '�_- A•. _. .N L.' R-?I INSULATION -TX 4 • 16” O.C. EYOND BEAR!NG WALL ; ' SOL;ND BATT INSUL. - 2 X 4 • 16Q.G. REPLACEOP TOE' Or FNDN. WALL N\ BEARIN , z• WAW S ✓EWA K REO,✓ VARIES -- ' X FURRN WALL • 16 O.C.oCAbH8�ELE% " OISTERI., WN.La, W' R-5 MIN. RIGID INSULATION -FEDN.. WALL OVER 300 FELT PAPER D FILTER FABRIC O NEW FOUNDATION WALL . 0 0 ." PEA GRAVEL ;° SEE DETAIL 9/5.1 FOR RE(NF. (ONLIP F, o •d DOWEL 31" O.G. - TP.OF �iBaGK4CONCRETE SLAB WIWATER !• PR" !AB' E-_ __ o ME"'SRANE/COATINO 04 BARS 16" O.G. EA. WAY ° ; `' FLOOR o°op` a ` EtE •__,L ELE'✓..'10_ 10 0 -0 pO ',/ER 6 MIL VISQEEN f•I) 1214 r? eO O • •O;0 00 O . Oe0 • ep • 0O• OeO•O•O•O•O.O 0 . O • O O O00O • •Oo On0O ° °p0.OoO.p•O . q•OO DO0 p • 0 0 0 0 ppo0•peO .q O•p° ° °ERFORATED n n•O. nO• � p °O •n°O . n°O •n° eO O aO q O 0:O O 00 0 00 •0 0.a00 REVES4J5:0•u 0.. O•o O • e OO 0' O°p. p•O • p°p .O p•nOO • O • n O0• O• O • FO,.1Nr>AT10N DRAIN O n •O . nO ,°nOp •O0 pneo0 COMPACTED GRAVEL WALL SCTON 11'-43 " EXISTING EXISTINI (12' i0 FACE OF GONG.) (12'-0" TO F, CE OF GONG.) STRUCTURE COPING -4 AS FOR METAL COP INGQL,UILROOF JR14IN-: EOSGU 'PERS BUILT UP ROOFING -FLASHING BUILT UP ROOFNG A6, 79!! + CAPE 3Rl E .EVATION 113'-V- 5/8" PLYWOOD P•4RAPET 5 8" pLWOOD OVER FURRING MEMBERS 30" FELT P4PER OVER ELEVATION 113'-011 ( LAP SIDING OVER 3/4" PLYWOOD ROOF-ING EX!5'NG 20" TJL 30" FELT PAPER OVER NG30• BLDG. PAPER O✓ER 3/4" PLYWOOD ROOFING BUILDI OVER 18" TJLtROOF Joi5T.5 PLYWOOD S-TC. 24" O-G. OvER 18" TJLROOF JOISTS � 24" O.C. . ....�.. -----•----- - -. LORU•PER F --__ ;©n®�'I�1,1 t II(;, ;�_©p�;�'I .__-._ _ _ -- 1`.i I �'• _i���Q°`-O•, �•-'- (��,. --------N1 -� Tla. T-' �511•.1�;'IC 'l• • --_ - 2 WALL Y" - i _ • ' -t— I-m---4- - . - Aamr:D:_ , D MO_„'' �N ELEVATION III'-2)” UPPER FLOOR ELEVATION 111'-0" LAW OFFICES S _ FURRER and S�_ C O... T 6 5 u R 1"i ri -R F- T. _ 7- (2) 13/4" (?) ! 314" X 5 1/2" 5/8GYP. BD. OVER ORE -ONR-31 INSULATIOMICRO-LAM PER PLAN) 2 X FURRING WALL 6L4P SIDING OvER I%?" PLT"WOO51-TC. R-31 INSULATION--,-, :J$UPENGEI�ING 2 x FURFeNG- L0_ iy44UINDOW (SEE PLAN/ - -•�. �TDD 0 9 OvER 30• 5LL16. PAPER S° PENDED CEILING MEMBERSX 6 STUD WALL 16" O.C.X 6 STUD WALLW R-21 INSULATION WR-21 INSULATION fn GLU-LAM BEAM i 3/8" PLYWOOD 5NIM ExTEN UTaBOL:.AQD SEE PLAN 5/81' GYP. BD. Ak To—_of_F.NDN. WALL EX!STING 2 X 6 WALL ELEVATION.Imb--_- 2 X FURRING WALL • 16" O.G. 4 8" GONG. FNDN. WALL TOP OF FNDN. WALL W/ R-5 MINRIGID INSULATION TO BE REMOVED ? X FURRING WALL • I6O.C. vaie: 13 U.Its W/ -5 MIN. RIGID INSULATION 300 FELT PAPER =LF /ATIO1 _ if-On OVER 30FELT PAPER Scale: TOP OF EXT'G. CONC.5/8" GYP. BD. Y"ELEVATION 104'-0" GTP. BD. TOP-OF XT'-G. GONG. EJ8 `tLTER FABRIC *ELEvATION EW FOUNDATION WALL Che-ked by. JCA /O FILTER FABRIC NEW FOUNDATION WALL C If / -SEE DETAIL /5.1 FOR EINF. ° PROVIDE 300 FELT--_. job ' 0.: 91501'-I0 :d POST BEYOND , SEE DETAIL 9 .1 FOR REINPAPER • GONG. 11 O oRAEL o O SEE DETAIL 125.1 raW;nq4C.. 4- PEA_G- BACKFILL � •\r,- U • �, U • e 0 �I�' 1,,1� � II II,II�IIII I � 'i" VI -I-I• { li ! II I PEA I � IIIII VIII I lilll I V159I5 04 32" l /+ Lll l'1I oWEL O.:. - YP. OI,�• II' i e ° • ;X0P ;I�SYI,a, T, E�I�NI• G0 ° o 4 DOWEL ^ 32O.G. - TYP. FOUNDATION. Ya%,.WATER 1HPERM!ABLE - • o ° � O • o WALL CONCRETE SLAB W/ oMEMBRANE/COATIN � •4 BARPROVIDE .4 DOWELS WATER 1- PERMIABLE O . q O 4° CONCRETE SLAB Wl MIr� +FJFN��•''�/ /v C � • � _ Ble4lU1I4 •LD iNG o O.C. . 32" O.G. BTWN. NEW 1 MEM3RGNE GO�.T INC noO o 14 BARS '6O.G. EA. WAY✓ 6 MSL V130EEN EXISTING SLABS � O✓ER b L v SQEEN SECTONS Oc 1.1 ; ,P � •,Q_ •_-a:.I" ELRvATION O LOWER FLOOR - 0 4 ELEVATION 100'-0" O Q • U Q Op ° p ° Q °4"• FE�ORATED a v O . v O " O " � Q 0 O ° ° ° oFOUNDATION DRAIN IL 4"+ PERFORATED O O D O FOUNDATION DRAIN COMPACTED GRAVEL REMOVE EXISTING GON(L, COMPACTED GRAVEL 45 REQUIRED L- 4 3 WALL SECTION WALL SECTION 1/2" 1 .0"BURNHAM — E3UP 95-0106 PLM 95-013E 6OF10 1 JUN 1 G MICROFILMED fit– aL� 4MADE IN CHINA IN SI0 II 1 1 1 x 8 TR:-, 50ARD (all ROOF ME",BR w if 5EE DTL. 3 DOUBLE BLOCKING 3141 ' t Cy r•L T iGf'✓ {!s fits �zr�rrrJ - sr�• ISE L T PAPE�t •�r 3TAINLE66 ST E EEL FLASHING- . _.__ _ u, - BOGK{NG r°�ER P�+l,,,/ 3 4^ f 5 ?,1 MIG .�A.� PrJ`f BELOW ROOFING, (DO NOT � METAL FLA&HIND �L{J�� � LAP a1+P^,*ax - Na N ROC*,NG INTO FLA5HING I E' T 24" . , ,a� C 040111 300 A« 'ace U ESI✓E' CONN. ONLY) - 1. bd NAILS • �� D.G. ''l ` _ PAPER 'IN* \ ! 3/4" T 1 G PLYWOOD 5 4GGERtr D rl) - Fc NbI.L4T:QIhI'�6- _JTiC� bETWEEN MZRC-i leCEDAR Wi BLDG. PAPFRS METAL F1.-AC-,HING (BRONZE E� 'Q9'-►G� ! -METAL P"RAPET CAF' EL. Ill'-3 5/81, -' 2 X FURRING5�-"E', rJED GE _4;C, aYS'E^'1 _ 1Y� -^� ► t c 1'k i- ` - f~ r W SEAMED JOINTS _ ". .r ',�"� ,r,1}S JF 1„� t (BRONZE) -77 77 JIRtim FL•�'!vG E L. 113 p - - ;,�' SOt�WD/ ASA'? (k 1 METAL. -` - - 2 x 4 S we • 'b" OL. DOUBLE TOP IE Q N.� GUTTER /�' ` 1 ,.. __ �'� �� - W/ 5/8" GYP. E4, S;DE _ METAL FLASHING (BRONX) \ _ - 5/8 ♦ i � A.A. _.� f -� / \ ''` _. • 48" OL. - T Y P. AND 2 X B TRIM BOARD r-.__2 X b STUDS • lb" O.G. ,. l 1� �~ 2" FROM END OF WI�.LL / C►�a,.#C : , � 5 I W/ I/? GDX PLT WOOD -/ �..,? 2, f G, +.� ; 41. SIDES _ p SHT' w-• ^ r : t. Rt E '1 J'.0 G OANI LA, SIDING Oti'ER G. EA. SIDE METAL _ _., / • x b S',..-'J • 16' O.G. i 1-:' ✓, .y >tt��, - 3®• BLDG. PAPER � DOWNOPOUT /✓;EE � . �� '/r �� M W R-,I 1N5J..-+"•UN � •a! _ .-- _ -- .-.- -- -._ .._ __ _ ...,� d Es p 1a UJI • B4Rg y GON �r�" COX !'"�YWnpD S�*';� -� T. ;o FLRR'f_s WALL • ;b•' OZ. EA, ;11AY - ' �" C]i 12-it-is 5 8" GT� BOARD ti0T'E• t f'�20'✓1pE p5 0- -ryre x" l�tYp�UM f'�GY` IZrj I X 6 B.•G!Cl=R ._ ( iNOTE: SEE DETAIL A" �7''H rvlp�G? OF f'^ �.�p r ✓ ✓,AtT IIP �. FOR ADD L INFO. __. - t ��' {. �t.. 2/x.2) 4' i I (2) '4 BARS Y GOP!T. r4� DETAIL AT WINDOW 3 DETAIL. AT PARAPET 2 NETAIL AT DOWNSE'r%UT DETAIL AT ENT%& WALL I11 ■ I -©11 N • x �lYp lace • r r 2 X 6 STUDS • Ib" O.G. W/ In" CDX pLT"WCOD -"�`GALv. FLASHING p�;,t}�s} -'`- �- --Z x 6 STUDS • Ifo" OAC. ' W/ N?-Z1 1N5iJLATION I CANT, STRIP 5HT'G. EA. SIDE OF WALL �- CANT. STRIPs. FLI�IbH!N'� I ' 4-28-OBJ GEWRAL r ✓;51047 2 i '.E pG ER 'r'°" 5/8" GYP. BOARD - �c •i---5/8" PLYWOOD SHT'G. EA. LAA SIDING OVER - CAULKING .30" BLDG. PAPER �' 3/4" T t G F-LT-WOOD OVER - TYP ' Il 1 Ii 11 11 � � o `�. ��-- .------ X u WALL • Ib" O.G. . S!ON ' ROOF '"E '3R..NE 18 TJLJO STS • -i' METAL PARAPET CAI ( p!L;,IC�� ' /' S!O S t ■ ROOF '"lEl"MBRANE -- .- c�a ti-: _r • E;: ---,. I i / -- 2,r Q� �hhGIP� - __. ._ .__. - P I � - BOARD SILK Ibd NAILS • ... - -" _.S • ,?„ - 11 I (��� hrL 3 oOF SC,�Pi= R 5 8 G /� t� / GYP. ,�11 O.G. S BRED _EL. ■ 111'-ra" -- ��-FLASHING 3 J i DD NOT STOP/START - - '- -i •-. .. � `"WOOD AT ELE V. 111-"' 1 X TRIM BOARD ---ME"rAL CONDUCTOR `� \ F'LT'WOOD IS 70 SPAN .- � � \ ----WINDOW CONTINUOUSLY OVER TH15 "l! 1 AREA DOUBLE----' - �} TOP IE `� ( I CORNER TRIM p L. K $l " 30 BLDG.I �PER BOARDS ' ERFS z , 11I _ 5 DETAIL AT WALL CORNER - � In 4 v2 X 4" METAL t" ■ !'-®" ,, _ • -- - _._. ._ - - - - _._ _., I ___ . 2 X BLOCKING - TYP. --------- - I I -- DOWNSPOUT k i ,�. -- I x 6 BACKER BOARD `` ------? X 6 STUDS • 16" O.C. 8 .`_. W/ R-21 INSULATION - r NOTE: SEE DETAIL '1 -_ FOR ADD'L INFO. ------Z X FURRING WALL i 1/2" 5 1/21, I - ��7. +'R ,,..[,:. GTP. L'•OARD R-31 INSUL<_TION - 5,1 BUILDING w 5U5PENDED CEILING-'' - V��+1=� rE•)Ggt�!" i � rl�;.G ADDI�ON 8 DETAIL AT TOP OFr7_'�'� DETAIL AT TOP ®F ROOF =6 LEADER BOX ELEVATION I LAW OFFES I'-011 I ' FU"R � 'OTT ___NEW PARAPET BE!'OND + ?=CARD, ORtvOlN - - 5 I/VI' X 19 1l2" G.L. BEAM rIl�11 GLR. - . ---•+BARS • !2 O.G. , STUD WALL ��' ( '���' PHOtvt: (503) 620-4540, 3/8" PLYWOOD FURRING /J /� - / EX'STING GTP. ;304RD p ---- ~i EL. 113'-011 •; ' � ,> ,r W -----NEW CANT. 5TRIM •4 BARS • O.C. w I T` SIMPSON LPG POST CAP p ___.._.._______________._____ __ I•- _. - r 2 X 1'7 STUDS • I6" O.C. 2.4 24'a, � LAP SIDING OVER � W,' R-:I IN5U1 "TION �` "" �- P.�EW SIMPSON ;,'r'':4JOIST HANGER FOR NEW METAL 2 X 4 • 24" O.G. `n I1JO.E: FLASHING (GALV.i i 30• BLDG. PAF�ER J "' 5!8" Gl'P. BOARD 1 - . w I t ,I' ib OS C7� 2 X FURR,NG WALL 1 ;, -- .2} :�� P f. „ l /l ua, I;� GDr PLYWOOD - -, _ _C•, T� W Dr01'n by E�� j1F k / 5HT'G. I ��_ ' HA'I L'�1 t�°a c,, _� - I N �'�' a1• �'P'N1L?. �-- 04 DOWELL • 32" O.C_ w- i ---2 1/4 x 5 X I'-3" ti - - .- ChA eked b .�,:0, "`� //� �-- 2 X b P.T. SILL WLA P �iLK.0- �A, �r�t, ' `~ / � �------EXIST'NG TRUSS AND SHEATHING /' job 'v 4.: W/ 0,4) 9/16"♦ MOLES ✓ EL. 111'-0"------" I -� �" `-In"0 BOLTS INTO POST I / 3!4"♦ X 12" A.B. • 48" U.C. r_ - _ ,'ls-_•CONT, EA4 BARS . WAY O.C. - ! 12" FROM END OF WALLS 4 l. , tZ (, ?'. �I — OWE L PR'.7VIDE 30' f,LT. GOND. LD v. . I DI`s �. r" I - - _ L �"c �. R METAL FLASHING-- - _ . -3-- FE1.7 PAPER � i � w �6 a E-E .' .- 'ti 'OC � ETAILS UNL)EIR POS _-_ _ W/ HEMED EDGE I I r D R-5 RIGID !N5UL.'TION N [ OVER 30 BLDG. PAPER ISTEXT - _ _ _41 - -- 1 I ;.x tr(A, fop 'S _---- __ _ Gw! DBL. TOP -- ,' • - ' r _�' r��G71 ;�N, t. ,A, -�,� � _ � � " Ilse f•+AIL �• �/�,. � _J� � . > .. _.__..___.__-•-� f. 0,7 .. T. a -1 a W���- �� � Exf6m, hru � •� b .. - __ M,�Y gU�ibri 1'U?�. (2) -` � � 1 ,l 1. �f?a J W T�(� G t" GO hlG. WP.L•I. -- --- ..-- -- — — --. �: � ._._._ .---- -� • �I � '« � � � - � 1/2 0 EXPANSION ANCHOR T • -. __. _ _,- _,� i _ 4 W/ 2 1/4" MIN. EMBEDMENT i'i N!i. J ff'1(+ _ - -_ ! / 311 l - �2)• -!�j2�`• ! " -"-__•3 ESA � �,Ir- :.`t NEW SUSPENDED----` 3 _ FNDN. CONIC. WALL( ;I -- H 2.- 0 L--� -+ 114" MIN �3" 1`11N. f=Ga�B 0?'�"f!1G� � .h k316 �V _ CEILING ST STEM / - I�,y' PLY W� ` �r.:a. c� 1t ��Al.L1J I I'_'l n all � i �2,t� r U 4l. H!a►�'t d C W>+�Li. __-_ __. _ . _ ____—_—.� d—_--.03 g,gRg • 19 O.C. F�: 1/4" fE f'"f.' -5E ', ..�•' s „E3AGK1: ,,rc� ,.� �;E OF-STEM WAIL pL^� pJ" __ .-„ NEW 18" TJL-- �I �a r DETAIL 1 AT ?' _ DETAIL AT TOP OF W ALL _ 10 DETAL AT FOUNDATION WALL DE'T'AIL ... AURNW-M• 918�a ;N 1'-0" I' - ''-Iv' _ BUP 95-01oro, PLM 95 0138 ' {f !' ri•S 1901-, Q7/' '95 ..r, • i 5 • 1 9 OF 10 JUN 1 61995 MICROFILMED ill Jill 11111 i H ill i i � lli � i lili � i lilll I Dill l lilll I lilll I l � lll11 f 11111 1111111 ' Fam-' a[� 41 MADE IN CHINA IN 1 I V%1N, 1C0L1 ! ENGINEERING .'r ,` � r J:[ +!e y 1 %"-25 GA TRACK i 3" LONG W/ f I1 'B 7 CSA G'�, iAL ® SCREW EA. LEG - i i i i L1 45• "AX TO P-I.r,E A '.4 v "gree 0 ±�.! G:/ I r I i OF PAfQw,---L FOLD ':ANT TO TO CCJr•'P'O".'EN'rs STRUCTURE /4 TOTAL. AT 9O• 'G - �► EAGI-, OT"ER IN PLA' :.,•,,,N +i TY'P. "ANGER WIRE ATTAC•l TO TGP C"Oorr.�9 OF J01878 111/ r/4"/ < .' I ��� ,� #► 1— ` 25 GA STUD �AG "EY-E" bGRE�i fl --- 11 / '•- --- ._._ _-- i/�,►� . 11 rt 45' 11 d I r 4 1 I t L .. • MAX. i� v,, t r • re $cry J15 MAtd RI:hNER CRO55 'EE SEISMIC BRACE DETAIL NO �, 4.28-W GE*RAL REv%11<71r1S EXTERIOR WALLS SYSTEMA DESCRIPTION SKETCH AND DESIGN DATA GA FILE NO. WP 8105 l 1 HOUR GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS FIRE Exterior Side:one layer s-u typa A gypt;unl slwdlhrng, 48"W{df}.aWkL''U Parauul IO - studs with galvanized roofing nails. 1 1!a`long 0 120"shank. ,;or -,r"heads 7"c c • in held. 4" o c punineter Joints of gypsum sheethrng may the telt exyosad Eatenor cladding w bo attached through sheaihrrg to studs Wallboard acrd a/wath.ng nailed to top and baltom plates dl T"o.c Interior Side:Una layer%a"type X gypsum Wdlbudrd or waWor resistant bdt;her board or veneur base applrad parallel with ur at right angles to 2 x 4 wood studs 24'o e with 6d coated nails Via"long 0 0915"shank. 1„”heads, /"Q c (LOAD-BEARING) thrchnvss 4',.' Apprux Wwght 7 psi Fire Test See WP 3510 ' BUILDING ADDITION 1 HR . WALL SYSTEM FURRER AND 9185 S 14. BUM" S7fF TIGARD, OR 9?223 PHO1NJE: (503) 620--4540 FAX: (503) 620-43t5 Date: •4 2 �� Scale: AS NOTE-0 Drawn by EJ9 Checked by. JOA Job No.: 4501--11 Drawing No.: 5-2 DETAILS i I 9 SHEET 10 "" BURNNAM, 9185 3-2 pa/24/SS '157 BUP 95-0108, PLM 95-u136 _ 56, 2 10 OF 10 JUN 1 G 1995 MICROFILMED 11111 Jill 1 FUU— aIANlMADE IN CHIN.. ilIN 1 11 ' 1111111 I