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ARCHITECTS
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F tH 1 31C'� 2340 NW THURMAN ST.#201
CITY OF TIGARD PORTLAND, OR 97210
BUILDING DIVISION Pf1. (503)226-0590
FALX: (503) 273-8649
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GENERAL
NEABBREVIAI
DATk : JANUARY_ _ - wI1�NS- � INC�EX
f• TIE CONTRACTOR LLB FIELD VERIFY ALL CONDITION AND DIMENSIONS PRIOR TO f8. WAM SERVICE OW-L SE MAINTAINED DURING COURSE OF DEMOLITION AND CONSTRUCTION.
ANY E FuRNI D SHALL BE R rAm-AcTOP"IBLFOR ALL WORK ANO MATFRIAL$M�.UDINAi CONTRACTOR TO NOTIFY OWNER,TENANTS OF PLANNED WATER SHUT-OFF 24 FIRS.M AT LS a GLI POUNDS
THOSE FRAMISFNEn BY SUSCX]WTAA.JTORS. ADVANCE,L*'"JM•CONTRACTOR TO COORDINATE WITH TENANT BEST TIMES FOR PLANED AC ANCHOR
SOLT CONCRETE,AIR CONDITIONER �j
2. DI ENSIM TAKE PRECEDENCE OVER DRAWING: 00 NOT SCALE DRAWINGS TO DETERMINE WATER SERVICE AT ACOUSTIC TILE MAT MATERIAL
ANY CONTINUING
WITH
THE ARCHITECT SHALL eE NOTIFIED of ANY D18t�tEPANCY PRIOR TO IS. CONTRACTOR TO PROPOSE MEASURES TO REASONABLY PROTECT TENANTS FROM DUET. AFF ABOVE FINISH FLOOR Mm MACHINE BOLT LAST
REVISED SWEET INDEX
ALUM ALUMftjM ALL
DIMENSI WITH WORK MM-�.HAi?,ARDS.AND TO ALLOW THE TENANT CONTINUOUS USE AND ALT ALTERNATE MECH MECHANICAL
3 ALL OMEli8IONS ON PLANS ARE FROM FACE OF STUD OR CENTERLINE OF STUD UNLESS EXITING!FROM THE FACILITY.CONTRACTOR TO COORDINATE PROPOSED MEASURES WITH N,pD ANODIZED MED MEDIUM • ORIGINAL SUBMITTAL
OTFERVlHBE INDICATED. OWNER,TENANT,AND ARCHITECT. MAPPROX APPROXIMATELY MIH MANUFACTURER REVISION
4. ALL CONSTRUCTION 8HALL COMPLY WITH THE 2907 INTERNATIONAL Q.S.C.)SU1LDIN0 CODE 20. CONTRACTOR RESPONSIBLE FOR ALL DAMAGES rAUSED BY OR RESULTING FROM THE MMON ING MINIMU ANE0U8
YW STATE AMENDMENTS,AND ALL LOCAL GOVERNING SUILDLNO COPIES AND ORDINANCES. DEMOLITION AND CONSTRUCTION PROCESS.AND FOR RESTORING AFFECTED AREAS TO B8'AD BOARD BLOCVJNG MLDG MOULDING
L THE CONTIIACTCR SHALL REPORT TO THE ARCHITECT ANY ERRORS.INCONSISTENCIES OR EXISTING PRE-CONSTRUCTION CONDITION. SO �� MR08 MOISTURE RESISTANT GYPSUM BOARD
OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSALE FOR CORRECTWO ANY 21. SHALL PROVIDE PERMANENT LABELS AT ALL ELECTRICAL PANELS AND Oft
MTL METAL
ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT OLEN BROUGHT TO THE
G''ONTROI-8,MECHANICAL.EOLMPMENT.SHUT'OF'F VALVES AND FIRE CONTROL EQUIPMENT. SNO i N NUMBER
ATTENTION Of THE ARCHITECT. THE MEANS OF CORRECTING,WY ERROR SWILL FIRST BBTWN UR BUILT-UP ROOFING NAT NATURAL
SE APPROVED BY THE ARCHITECT. 22. FIRE SUPPIIESSI N SYSTEM:(BIDDER DESIGNED)CONTRACTOR SHM.L PROVIDE COMPLETE NIC NOT IN CONTRACT � S ARCHITECTURAL O
L THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND 8AMPLE8 FOR CONFORMANCE WITH DESIGN AND DOCUMENTATION FOR BPRINI;LER MODIFICATIONS A8 REQUIRED FOR Cs CATCH BASIN NTOS NOT.NOMINAL
SCALE • CS-11-
8 COVER SPIFFY 00
THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT' REVIEW OF A SEPARATE REM 8UbWSsM TO AND APPROVAL OF GOVERNING BUILDING DEPARTMENT AND OWNER.SYSTEM CFM CUBIC FEET PCh MINUTE N
SHALL NOT 04 ATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. SHALL BY COMPLY WITH NEPA 13 REGULATIONS. CJ CONTIROL JOINT OC S O/C ON��NTER • CS-OZ SPECIFICATIONS _
23. FRE ALARM SYSTEM TO BE N CONTINUOUS OPERATION THROUGHOUT DEMOLITION AND D CLA «�R-� 00 OUTSIDE DIAMETER(OVERALL DIMENSION) • A2.1 FLOOR PIAN
T. R SHALL BE THE RESPO WN HE Y OF THE CONTRACTOR TO ECT TE ALL EOM DA Ci CONSTRUCTION.OWNER AND TENANT'S TO BE NOTIFIED OF PLANNED SYSTEM smut-DOWN A OFCI OWNER FURNISHED CONTRACTOR INSTALLED
THE CON RACTOR SHOWN M MLI. OR NOT AND TO PPOTEC:T THEM FROM OF UTILITIES
MINIMUM OFT 24 HOURS IN ADVANCE.SYSTEM TO BE FULLY FUNCTIONAL AT THE CLOSE OF ORD OVERFLOW ROOF DRAM • A2.2 CEILING P'L111V
THE CONTRACTOR SHALL BEAR ALL.EXPENSES OF REPN@ OR OF UTILITIES CONSTRUCT"EACH DAY. Ccmu CONCRETE O CLEAN OUT MASONRY UNRS
OR OTHER PROPERTY DAMAGED BY G�tAlloNs N COHNIINNCTION WITH THE PROSECUTION IN, leL,� A PLAM PRO LME.(SITE PLANS) • A3.1 ELEVATIONS, DETAILS 6 SCHEDULES
OF THE WORK CONTRACTOR TO VERIFY�VITF1 FIRE MARSHALL EXISTING FIRE EXTINGUISHER LOCATIONS, PWA PUBTPc
RELOCATE AS REQUIRED BY FIELD NNbPECTION. CONN �TIDIN PLWVD PLYWOOD • A4.1 INTERIOR ELEVATIONS, DETAILS s
INATE
S. CRY APPROVED PLAINS SHALL BE KEPT IN A SECURE IPI ACE AND SFULLI.NOT BE tJ13ED BY CONT PBF POUNDS PER SQUARE FOOT SCHEDULES
MIrJIM AEN. THE CONTRACTOR SHALL BE RE3PONSISLI'THAT ALL 26. PERFORM ALL WORK IN A FIRE-SAFE MANNER 0;0 SUPPLY AND MAINTAIN ADEQUATE CARP PSI POUNDS PER SQUARE INCH
ODIN1MXT10N SET'S IWFLECT SATE INFORWATION. T1 IE CONTRACTOR SHALL ALSO FM TI AID AND FARC FKMNG EQUIPMENT CAPABLE OF EXTINGUISHING INCIPIENT FIRE. CWT CERAMK'TLE PT PANT OR PRESSURE TREATED m O
MAINTAIN,IN eOOO CONDITION.ONE COMPLETE SET OF PIANS WITH ALL REVISIONS, CCT W COLD WATER PI+ POURED IN PLACE
ADDR:NIXA^AND CHANGE ORDERS,ON THE P4tEMISES AT ALL TIMES. THESE ARE TO BE � AMATERIAL.S sHMl.BE SO STORED AS TO INSURE THE PRESERVATION OF THEIR PVC POLYVINYL CHI.ORIDE
UNDER THE CARE OF THE JOB UVERINTENDENT. QUALITY AM FITNESS FOR THE WORK WHEN CONSIDERED NECESSARY.THEY SHALL DEG DEGREE QT QUARRY TILE
BE PLACED ON A CLEAN HARD SURFACE,NOT ON THE GROUND.ANDIOR THEY SHALL 0 1 i DTL DETAIL
EER
8• THE E THE OV 0 I SHALL BE SS AND NEIL FOR THE COMPLETE SECURITY OF 111E SITE SE PLACED UNDERCOVER MATERIALS MAY NOT BE STORED OFF SITE UNLESS
WHILE THE JOO IS N PROGRESS AND UNTIL JOB COMPLETION. R RADIUS 'Lau Lau
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SEQUE C'.M•LY AGREED TO PRIOR TO SUBMITTING THE APPLICATION FOR PAYMENT DI DIAGONAL
RB RUBBER BASE Lu
1Q ALL DESIi1S SHALL BE REMOVED FROM THE PREMISES MIO ALL AREAS 8H/ILL BE LEFT N REINF REINFORCED 04
A SIIOOAA CLEAN CONDITION AT ALL TNdEB. 27. THE CONTRACTOR SHALL MAINTAIN THE SITE TO PREVENT THE ACCUMULATION OF ORM DRAWING RMM1� �D O
11. THE CONTRACTOR SHALL TAM ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFELY 'HE S►4ALL MAINTAIN GOOD HOUSEKEEPING PRACTICER EXIST(E) EXISTING RD ROUGH ROOF DRAIN OF THE OCCUPANTS AND VMOTIKERS AT ALL TIMES. THROUGHOUT TINE PROJECT DURATION, EJ EXISTING CV JOINT
�. THE ARCWMZr RESERVES THE RIGHT TO REJECT WORK THAT DOES NOT CONFORM TO ELEV a EL ELEVATKIN ROW RICHT OF WAY
12 THE COCTWA(,TC11d IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS DOCUMENTS.OR FAILS TO MEASURE UP TO WELL-ESTASUSHED WORKMANSHIP EELQEC WELECTRICAL
AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTICN UNTIL ALL STANDARDS. NO REVISIONS OR SUBSTITUTION ARE ALLOWED UNLESS SPECIFICALLY sC BOUD CORE
FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED. DESIGNATED M WRITING FROM THE ARCHITECT. II Q EXTERIOR GCHED SHEATHING
13 GYPSUM BOAARD CEILING)BYSTE 48 SHALL CONFORM TO THE GOVERNING BUILDING CODE THE OONTTRACTOR SHALL MEET MT4 THE ARCHITECT ON THE SITE AS REQUIRED. SF SQUARE FOOT(FEET)
TIMES FOR THESE MEETING8 SHALL OCCUR AT A MUTUALLY AGREED UPON TIME, fD WEE SsooA SEMI OSS(SEE PTI
N NO CAGE LESS THAN 2007 I B.C. THE OWNER WILL EMPLOY PROFESSIOMAL ENGINEERS TO(PERFORM INSPECTION. DftQ
FON F9i4HPCP% FL ON so C SQUARESQTIONS
14' ALL GLASS TWD GLAZING SWILL COMPLY WITH CHAPTER 64 OF THE U.S.CONSUMER SAND S REQUIRED BY GOVERNING AGENCIES OR SY THE OWNER. FINFINISH
FLOOR UNE
PRODUCT SAFETY COMMISSION,SAFETY STMFJARDS FOR ARCHTECIURM.GLAZING RIMOVE AND REPLACE ALL WORK WHERE TESTING AND INSPECTION RESULTS vs STAINLESS STEEL
MATERIALS(42 FR 1425.15 CFR PART 1201)IN NO CASE LESS THAN 2007 I.B.C. KWATE WORK IS BEL.OIV REQUIREMENTS ON CONTRACT DOCUMENTS. FIN FLOOR FOC FACE OF CONCRETE S.S. SS STEEL30. M
SHOULD S OR DISCREPANCIES GREATER
OCCUR WITHIN THE DRAWINGS OR FOF FACE OF FINISH SSTTL STANDARD
�,�
16.
CONTRACTOR TO PROVIDE BACIONG OR BLOCKING AS REQUIRED FOR MOUNTING ALL MECFIGI'T10NS,THE SETTER QUALITY,GREATER QUANTTTY OR MOST EXPENSIVE POS FARE OF STUD
WALL MOUNTED SHELVES.EQUIPMENT.ACCESSORIES,CABINETS.ETC. PROOUCT OR TASK SHALL SE PERFORMED OR FURNISHED,UNLESS INSTRUCTED FFRP TS FACE OF AS REINFORCED PANEL STI( STAIN 4 IACfJUER
1S OTHERWISE SY THE ARCHITECT. DISCREPANCIES BETWEEN SPECIFIED ITEMS OR FT FRE TREATED
WOR STORAGE
ANDT O NOIR TO DERMA LOCATIONS IC EXISTING EQUIPMENT,T.STAGES,GRID-S,SYSTEMS MMTALLATION METHODS SHALL NOT GL CAUSE FOR MODIFICATION TO THE SUS) SUSPENDED
CO T E CITIFY EMOUTBCT OF CONFLICTS WITH NEW OR EXWING CONDITIONS PRIOR Tfl OONTRACTOWS FEE. sv SHEET VINYL
COMMENCING DEMOLITION OR NEW 1kOft1( 31. SHOULD THE OA G (SEE PT)GE T
DOCUMENTS FAL TO PARTICULARLY DESCRIBE THE MATERIAL OR KIND
17. I'm 111RUCTION.ELECTRICAL SERVICE SHALL SE MAINTAINED r.URING COURSE OF DEMOLITIM AND OF GOODS TO SE USED IN ANY PLACE,THEN R SHALL BE THE DUTY OF THE OI GALVANIZED IRON TAB TOP TREADS
CONTRACTOR ro NOTIFY OYVHER,TENANTS OF)DAMNED PONES OUTAGES CONTRACTOR TO MNG:MIOURY,PRIOR TO AWARD OF CONTRACT.OF THE ARCHITECT GALV GALVANIZED TOC TOP OF CURB
34(NUI.N ADVAIWN MINIMUM.CONTRACTOR TO COOADNATRI Wr:H TENANT BEST TS�ES F'OR WHAT M BEST SU"W T/E MATERIAL THAT WORLD NORMALLY SE USED IN THIS OL GLUE LAM OL � TEMP TWAPERATtAE
TONfIUE b GROOVED
FOR PLANED POWER SEIRVICE MEMIlPTIOIMS. PLACE TO PRODUCE FIRST GIJALI Y FINISHED WORK SHALL BE CONSIDERED A PART GYPSUM 1lOA1RD TYP TYPICAL
OF THE E STRUCTURE
GYPB'p GYPSUM BOARD TS TUBE STEEL
�. ONCE fR�E S1'RUCTUR£RIAS SEAN ENL:IQSED,NO SMOKING WILL SE ALLOWED ON THIS
PRLT.lCT CONSTRUCTION STERE(DOME OR OUTSDE} HI HOSE SIB UBC UNIFORM BUILDING CODE
MDR HOLLOW CORE(HANDICAP) LUL INO UNDERWRITERS LABORATORY
OTHERWISE
HOW HARDWARE
I"MM HOLLOW METAL vs VAPOR BARRIER
IV POWER VCT VINYL COMPOSITION TILEIHVERT VERTICALHGRAIN
T HEIGHT VTR VENT TTICO ROOF
HVAC HEATING-VENTILATING-AC O11111111AIMi BY:
HW HOT WATER W WATT PJY
W/ WITH
D INSIDE DIAMETER(INSIDE DIMENSION) WC WATER CLOSET
NSUL INSULATION WD WG
INT INTERIOR w/0 WITrMlr
IE INVERT ELEVATION WP WATERPROOF INEWSIONS
WR WATER RESISTANT
KW KILOWATT WCOT WAINSCOT NO. GATE 91118011I�
WWF WELDED WIRE FABRIC - Q---
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2A8PRaJECTTEAM r-DIRECTORY PROJ-ECT DATAVICINITY
OUXIPANR.'1/PLIW
MAP
ARCHOCCUPANCY PLAN
RTECTS: ARcwTECTTt VAN LOM GRrn,P A.IJL�.C. eLlr�wcl 0!C'A�R111EHIT: --
2340 N.W.THLM W44 STREET, SANTE 301 CRY OF TKI.MRD BUILDING DEPARTMENT DESCRIPTION OF WORN( ADDITION OF 133 S.F.ENTRY VESTIBULE DICIER EJOSTINM ROOFUNE.
TEL:PORTLAND.( 2264 SON 87210 18126 D. HALL BLVD. TEIWINT IJCLUOE A RDXWDEUADOMON OF FOUR
TEL:(M)2264M TITIIRD,DAEMON 872:13 PRIVATE OFFICES WITHIN EMETNNG BULDNING,PIIVATE
FAX:QI03)RICK 848 T TTN:LO RAIN 71 RECEF710NK*ME AREA N EXISTING OMM NG/LIVING ROOM,STORAGE COPY OF 77GARD
ATTN:P'�TRICI(YOUN ATTN:LOMAINE SELLARS AREA IN EXISTING MAIN OFFICE AND DOORM TO FACLRATE ZONING OF /tp� •,�•�� --
PLANNING DEPARTMENT: CRY OF TIGARD: PLANNING DEPARTMENT SPACE.REPLACE CONCRETE SLAB AT FNTBRY AS SHOWN N DRAWINGS. »...........
13126 SW HALL BLVD. REGRADE TO MAINTAIN HANDICAPPED ACCCFSSMLFTY Ca CpldkNornlbr APPY
TIGARD.OREGON 87Lir 10.FoNIo+�/-....,...,..�
223
TEL
ATTN:G)53841 Tf BUILDING BADE:
ATTN:GARY PAGENSTECHER OREGON STRUCTURAL SPECIALTY CODE,28007 EDITION
ADDRESS ALOHA.OREGON
PLUMBING �: 1 _ -
FINE DEPARTMENT': TWY.ATM VALLEY N*RE RESCUE ELECTRIC 0C1t�E: M�E.C.,f887EDTT10N
MECHANICAL CU':"TE: UMC.3003 EDITION X18 I'ON< .
HANWAP CODE: T
311101116 8W BlJ1MTON A.DA.GUIDELINES/OREGON AMEIDIEPITt♦
ATTN:
3 e45a6n PROJECT
AOOIWBB: 11130 ATIGARD.
1fRE SW GREEwe1JRG ROAD ATTN: ZONMA CIASSIFICATION: 1412: MULTIFAMILY RESIDENTIAL SITE � � EXIT DEFERRER) Fvt
TRAM,OREGON OCCUPANCY: R-1 /F3 FM13TWWk w
PUBLIC WORKS DEPARTMENT: PTY OF TIMID: ENOMlEE;'NG DEPARTMENT CONSTRUCTION TYPE: NIS A~ "' PERMIT STET
(s11EETNSEyyER) ?3128 ew MALL BLVD. SEISMIC ZONE: V4,>FULLY SPRINICLEREa +b '� R 1 '�"'""+ .,!
owNM THIS G000 1AIFNGHIDCR CENTER OREGON 87233 FROST LINE: trA /
1130 SW OIW JISURO ROAD ROOF LOAD: N PSFILL,16 PSFIDL � I .•i+GL/
TEL:0 OIW44OC 8728? DOT —J Nm bI/M�IIIIf w 8 !! E E T
TEL:X03))838,71►M WATER DEPARTMENT: TUALATN VALLEY WATER DISTRICT SITE�� 7!ACRE (31,b83 SF) � -- T t T L E
ATI%DICK ROA"41) IBRO S.W.f MTH DUN DING COVERAGE SASE PIAN: 8,383 S.F. ,r ( obw 0 hip
810MON,OREGON
TKILOW)/45.3942 F r
REMODEL AREA
ATTN: SUBTOTAL: 1383 S.F. 1T 2o,1E COVER
ADDITION 133 G.F. L �� EXIT PATH
OAS COMPANY: NORTHYIUST NATURAL CTAS COMPANY TOTAL': 6.6258 S.F.1752%
220 N.W.2nd
PORTLAND,OREGON 872D8 IMPERVIOUS SURFACES SHEET
�/03)721-2466 SME PLAN: 8,606 B.F. 30.3% KEY N� �
ADDITION NO caAnoE SCALE: 1'■W-T o00
ELECTRIC r.OMPANY: PORTI,MD AEIERAL ELECTRIC
121 S.W.SAIXIM LANDSCMIING SASE PLAN: NO CHANGE
1 WIC-8808
PORTLAND.0111111110ON XMAt nk�s08)M4a88>' n ACTUAL SULDI G HEMI T:
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2.19.3 PAWT*4 ARCHITECTS
A. AN work"conform to the 2097 IrsLrnaticns BUWV Code(10C)My 2007 Oregon artwndnwtb,and the D. AN exlenio*among material expoesd to weather shall be buldoor'type wood. Any wood adjacent with con r is
A Prwids a nirhMrru►n a a prop,ax rwdart and trw,We►t ooaAe VAN L®M
llrtibrm PkurvtitirtJ Code(l1PCj,adaet edition. b have 18 a WMMI►p Wcughwut Itsrior and ortolan.
B. Should oormabd oondklom emaxunUmd h the prbmwta a tw work be at valiance wth oorhdltiorrt building atingle,« ° between wood and ooTxxrta. B. Woodwork and osainge b bs parkhl- or afthed,and rocelve two ooab finish.
kWicabd by tie Contract Doxxmwft.or should OW&W uor**m ooh, I orunknown condwon a dWar E. For additional hamirp,and oteu requiremonle,est construction dboumrha C. RepaYrt on**wall our m an waft which are spared. G RO U � A`A P.C.
mhatrwy from ihhow ordi►ary elooutaaed arid C. AM framktp nOng a be per UBC Table 2e with strdwr nab triose otherwise scfwdrred an 0• repaint Mkoh Mrd entry doors and kames.
9e Y rwWrmsd ore hhuett h tie work.lives Cantracl Shaer Wall Oz:wdzils: All � � E. E"I r paint and trim b matoh Misting.
Sum ahhaM be equitably adJuNed by Gtwtpe Order. euwowd hsftnws meet b a a a nora-ooroalw rhsaun.and loons prior
C. Contra 9A ROOidptb: 2340 Nv11 THURAhAN ST. #201
eprovide rteassary Mmparary erpporl for walls and b aomplMion d vertical 0. All GXWW imp material onvaed to weather Nwf b•'buldoor'type wood. Any wood ad)aoerM with oortawAM A. The lnimW 800rktp shall be as Maw: PORTLAND, OR 97210
to have 16 U building{aper.sophelt shnhgte,or approved modmnkW ladener be~wood and oonae1& 1. VCT: a. Proridt Avyl composition No eom%V b naWh exi*V.(m kieh son"Meet A4.1). PH: 4503) 226-0590
2.2 MMVCXt OEMOL.iTK)N for REMODELING
E. For additional haunting,and other nrqubnwMs,am oonsiructlon daaurwts b. Cohn b nm**exim".If cancra ane urw o ble ox do mat mMdh,,uproot dg h that morn. FAX: (503) 2734%49
A. Protection During OsrnoiNion
8.8 CABINET WORK WWW.VANLOM.COM
I. Contractor shall provide labor for selockhw demolition of i buior rd exterior Nems ore Indicated In contract A. SpedW qualities ties of wrokmsewhlp on cabinet Items famished to most to requirements of to Ardhitea"Woodwork 9.5 TILE:
documents. Ietlluls's®ue.igr Standards and Guide SpeoMcalktn. NOT USED
2. Contractor shah comply with afappkable codas vat ordheno a oonow ing dsmomon cpenetion,t,nwyciktg B. Submit shop drawings on each of tie Neste to be Itrnistsd In this wdlon. 10.00 SPECIALTiES
and refuse removal. C. CWftdcr sn11 provide an afowsrae for d cabinet work alwwwh on drewlrtpt. Prior to the award of casework
10.f GENERA
3. Conharaor shah oblalrt ercNNscb'asp provai prior to notdnho booms columns,Jolla or other load be vi r -I -- lam Contraobr eha11 000drMa a mesig wfl h aabtrlet Mateontraabr(s)h oder b discusa dshls, A provide a11 fixtures.Contractor shit provide an appoprlats,afuahwlos,and dlaf Irslef WV
mheWiabes. Ir1aMllals,or outer nguhertanb. aoceeeorteswpardrawigIDoldbrs.4. I eW required bracing and shoAng ore required prior b coma mmme t out dem intim work. 0. Worbwehip shoo.uomtply with AWI t7uaNly 8tetdrds and SpeoMoaforha for casetwork-Ctuelam Grade',hctony Iltsned orabinda. A•bad3rhg dlomape.
b. Protect persona paahg thraph end around dw,Kd on areae. E. rebket 11.00 EC A.004AcNT 10S6. Protect fire and smoke smuncialom. '1�eveal C wrfty" NOT USEDY
Corig and Sawwkg F. Casewor*neterlab shat ilakude fhe futtiotltrg: 12.00 FliRN18HINtiI3 B 1. Caxtrbpe: Larnlete Arrlsnad. APA 3/4'thick A-B douglas FM phywood.extorkx sus.(2)twwc ityera fx NOT USED 13. SPECIAL CONSTRl1CT1pN1. $ave cut oonccreM aurfeon wAnare hdkr+sted h combed doors-,gyp and M regruMed b reoww new work. 'ed ePefx• NOT USED
Cut rehforci g ben in existing concrolo durkp sawkg operation until Bust and without damage the bond2. between eonewo end ni ecrdng bars. 2. Cabiwt Body'. Laminals firished. APA 314-Wok A-B dogh Fi plywood,exterior glue.
3. Badw t Drawer Bosoms: LwW&b M•ishwd. APA 114-thkk A•f9 14.00 CONVEYING SYSTEMS
3• Cut work by rr.Mfnode least Ilkaty b darmahpe ehpaeed svauoo►sdteduMd b renhah. 4. Shelves: LamiwMr Mused. APA 314-thick A-b Fir plywood,etdr"p n. .IOT USED
e. Fora Frame Lam irwis finished. 3040 Wok paid stook hardwood. 13.00 MECHANICAL(Blckier I Designed) ���
C. Seleattm DerrnoMtbn d Existing&Aft br Contract, e. Door Fans: Lar*um Misted. APA 314-thick Douglas Fir exMrrlor fly. 15.1 GENERAL - --
1. Remove sxImW eidkg,sneWtig,at addition.remove doors ore squired for-en hodell ware br none. 7. Drawer Sider: 1/Y Wok'Finnish-�P�) A Cattrsactor b wide for and obtain r
Remove HVAC ducts,grilles,risers se shown in oonsbuetion documents and M rragul ad b receive naw w orIL AM grade Rad Oak P necessary plumbing and HVAC 8 sprWder system psndts and k epaotos a regWad kom regul"
2. Rernooe"Rxhres as Mtdicaled at entry,hall,aaxrage and reception areas.store Nears to be mused. 8. Nodwoud Trim: AWi puede II,Northern Red Oak. agencies. Also,Contractor*hall provide auf necessary dratakge se required by governing agencies.Coodlnaft drewMg requ refrenis with MtfhMat. DATE JANUARY ,3=
J
9. Ptaetic Laminates: oon cutting and notdnhg wav*aa'uchue.
Remove want sa ahaltr►u h documents fo now entry. DeoaraNve IsWiirtste►hornlnei f/32'tftidvaees,vertical surface type, B. C4nw12 Architect b ----- --
3. a. Vernal sufeoee:
owner selected. 16.3 PLUMBING
b. MimixorttM ourboss: Decor lve Iarnlrwoo nominal 1118'Uwdwtase,general purpose A. At Plumbing(demolition Rm. 108:abandon baler and waste Mutes and cap N wall.
0. Selective Dennciwon of Ste (oou irk",shelves and spftdw) type,owner sweated. CB. Perform. cover withN pipe
moos" �gyp•
1. Remove concrete also at at entry sea as shown In documents. C. Curved surfactse Post fortkg grade NEMA PF•42 �•
` Deld15.4 SPRWICL.ER SYSTEM
rrnihe required wades!o mast regtukentertb PM'b p�'t�d new oortrrste. • Bacidr►p sttssb: Multi-tnrpoaa bedwr,monist 1132'Wdutsa.
e. Surface Finnish: To be"ftxkmW(Ar na►•diacdmW W%UW suhoe with a ntodrate ref ave A. Rubate WWdw herb Per,sprknlder,req►'wenwrnte.By""to be developed and ktstalied by licarsed sprktdor,@YSWM company.
E. Salvage RequiremrMs 10. Hardware: quality unlsss ncdad otherwise.
6 not designated i
I. 9atiape reuseabte materialsmaterialsand sore per County Iustucilonna. a• Drawer guides: Gant no.611,oaf
16.6 PLUAIBIIirD FIXTURE SCHEDULE
slum Miss
or approved equal..
LU
2. SNOT USLn
3. ReSore Items for reinstallation by oorhtraobr b. Door whpee: 3V cls fait btilon pad. equal. 16.e HVAC SYSTEM(bidder designed).move Neste a@ reputed for new wk orand as by Oxy. C. SMenors:
F. d. Pts@:
�d Derrlaged�� e. Shelf wrudrds 6 rKrPDab: W'e�,match existlno. A. HVAC system mcdMcatlorhe w b be bidder designed Provide for�d spedllptlon,product data ailette,and ons Ira diagram txh foo goose
1. Repair dernap b exiMktp gunboat mlaterieiat,aqudpme nt,sass improvements,utility 11ngs,and a*mt Knape 6 Vogt 87AN0 standards
property b meet conditions existing prior b dencfleon altra11one. Knape 6 Vogt 1 r7 LL APIO x brackets showing�^J1e'ewe'^sglalr grille bQeb''a and orcin quantities. Size duct b be roulsd h
Empty el I Personnel ondio b rePalr end or 10 d*actin operated kx new work b repot darrtagad aarfioea, 01111111IMP WW wells W modMcatlone b r du c m oteoN Pr'ced IN 01 no additional ad at
o
2. Emlrialo,aqui oro lines.
f. Ali odwr hardware not specified shell be the cabinetwork manufeahxen'Option w b type and mwxuhcl rr', rsnnh9 be required b hdlRate Itataafatlooh of ductwork. N such modMoatoWi eltall bs purforWiwd at oto
soidattab jed b owmnn review.
Q Disposal d Drno11sed Materials and Ep'p hurt H requsated.nfxNt samples a mate ials and details for h instlort and Installation. B. hemncelat as kx katsd on dnwktg@.Coordkw:e exact kx ow with Architect prim to �•�
Installation. <
1. Transport dells to an approved hrdft.we or tec.Vdho cutter. 0. The Cabinet mormlacdxer M rewponelbls fur details and dMrenebme cahtr all d
2. recycle Cull ft misIm as reoomrme da, metra. draw li gs dl n*W Aoki mewsomera by the oorhd11ioohs and elhaN stow an any dMaapeldp a conflicts oataasd by ralooatiom d duals poor b
H. !issuing d Selective DarmoMtiort Naw: shit cooperate b wtabifoht and maMtteYt tons Aad dlrrwnsbrts, and the Cabinshork rtwa<ul Me C. Rebate return air,supply ak grille as thews in doo�umnrrrts.Notiy areinNect d Uo
oorrmneolcig the auk.
1. return D. Add supply a
remove broken ooncntlo,furnishings.Ram end equipment kom the huldhg dally during , mommrh wok. return ori b reception area and entry,balance system prior b wbstarrtlal oompMticru `w
Broom dew Itui o eufaoas,va panegsways,axtrlor dobe and pr4V dally ding duruaftron wwk e.9 FMNSHED CARPENTRY
2. Clean structures and t of ImprvwmrMs day during i- iabon work. A. Lite hh?eh and casing nab for all tow naNkng at hWsh carpentry and set heads for putty ab to . Finish sand 10.00 ELECTRICAL(Biddy !lesioned)ervice supply,return at duct rnc�. rccxn 108•
r wok rid leave smooth ord dirt free.
16.1 GENERAL
3. B. W&ld Amish carpr*Y Nems watt w bin,rnoldhg,he gh rd bimrnirg doom and windows es detailed an
2.3 EXCAVAT10N AND BACKFILL14G here drawings. Sorb wtd mor whom necessary,or ktdbal@d cur dra A gs, Exterior and Interior•wood bim shwas A Co actor o provide all
and obtain M necsesary permlb and ArchltInspetl l ur ore required kom reouiMory apuudss.
A. Vary locod3n of exiW#W underground and above ground udOn and protect them be Irtslafe0 ss fabwa,exoept where shown p ollwrwlse on dra"Ve: contractor c provide a+t drawings p►equied for oaebudlon. ArolhNec0lral Pkrh+Nuetrate AxWre and fi Z
erlAlchhkhp locations only.
dsurlet,� 1. Exterior 1 x Cedar,painted. B. AN requiromerb of 01*Local Utility Authority shah govern the sawlog Ihstahwm, .
B. Piovidis excovWon fur giodhg fo fooMps,bundatioM udmw and atr,er►uri a Z. 10110101 • 0
work a. Irtlprlom Pakted Trim:Medium Owtsky Flbubcard,rrhlNod b sh.rr.,,tc rrratcfn artastkng b1m,paltsd Ar1Mh. C. COmtncbm b prowl_rr plaetem rlrngs ware rnsopssary.
C. Provide and mi*Asin ample nhs�rts and devises v*.h whldt b poppy nuntow b. Shelving: AM grads if serdsd A43 Bich hardwood veneer mss,exislor� E. Fs�aMmm system b be rmlodlRed b Iwfude raw erhtry,office and sloops are.Smoke deieclon and relalod rsquled alpuAemrhoM b tot InaaMaded h
erteolto Ge excs,vellon. Pte•314'tttcic,1-thick over 30'
ant di@poss d sa wwtem Karp Id owevaMow heed c. Countrlops: AWd grade II.saandad A-0,Birch Hardwood verse plywood,314'tock,t-Wcic spare over 38",eodrbr plus, AN elsctrioal cctlsft and cover ptetes b mwalcit
water during the entire process d the work. d. Shelf Bracket@ and 80rnderds: K A V No.87 heavy duty dosed standards with No. 187 heavy duty olot brodaft.At dW joints owft*w d box or b altwwi" axMtlrto white Dolor Z i , ,
D. It~Imported grartulr structural beds.mYxmum six ktdnwi deep,under aN use No.86 storduds and No. I W bradtate. weeblcal outlets and switch hh.l�rrt. YIN..Ku destelign
aid s Jade dant Installed mingvwdcoy�1�ibow shMlt foot,odor b Waldo eadsrrag W
on grads oorhare"entry*M&aaV saw. FB o o mpgc ion b tab% a. Blocking: Provide se required for sh..vkg. plates. AM d.ctrk-ei oak M bWdsr apiWl.nd shah comply with all gowmrrrg code ngtrrsmt«hft. W
density by A=470 T-180. f. Adhhwives: As reuomrrwwW by rntem mer#Aodhaes. 0
0
E� r,�d sorrow excOvMbn off;oft w required. Cor►tracla b verify exact electrical req�ulrernants for each appMartoeMixhraa and oxs.•xu11rrete tom aomprttoMlty. ��,/
Remove 011 form notoi ale ar✓trash from the rxoaveVw bola pleclg any beta_M. C. Remove.replace or re-surras all work16.2 POWER L.L
stowrin0 hanrrer maks,splits,bat rnatrks,tom grakt and anther A. Relocate existing,N adequate,or p vAds a bkkW designed circuit Weaker,type elsctrlal paras Ianye enough r , `
apperahce d detective worlonenship ore directed by the Ardtled M aR finish area loa rr md-M a11 work plus obne sic additional eprw, taaw@w v
F. Four4adon drakes WAM oatefet oP s 4"dhM
mr existing drainage.gym• 0• Provide modbkxddrng in Awntkg for attachment d M ewswaoo
k,wall• "mr.w B. MwdNl ciate din a typo -or neatly lettered fort an Index in pans when compiaw. U
pelorMed dein pups,oxxrect existdrainage
specialty Meme or squ ipmert,sec.
C. Wlkg 1hrOtpilotrt she .ore reeeaMd,p wwltlh outlets,parhsM,ewAlohwe,el.,extaa,t afters OUnerwrl.as Indlctted. W
2A WALL 8TRUCTUM 8 0.10 Molsk)"Contact
A. Provide wwrod kwnW web to onsid exMikg A. AM MMIC kxrtbem to be klln dried so type and sl6s per r► �kPM*N t and krduelry sta dard
3.1 GENERAL 1.lOm.SE.bl� b b 1 edhedtle: D. Outlet,awtlhnes and ootv� pna��kat eftrdrd box. 1-1/2 Inches deep. Duplex.20 sump,126 wait
A Pbm mid cue all concrete per ACI Manuel d Concrveo Practice,Moet editors. mad grounded.b. industry
volt wfhore z
ii0%ef1aM red exceed: 12%M.C. 9611 f!.C. E. SwNdnse b be Industry standard box 1-1/2 itchhes deep,with single,double,tires or tour Barg Aush ofgvke
10%shell not exceed: 16%M.C. 18%M.C. ranted covers. "Deoon-style swllohss.
: -31
B. .'Aation and pisuarmert d reirpoockho schedules shah be Art aouurdanoe with F. Outlsb,ewNctws and oovr ptetes b be white,unless otlwnw iee noted and baled w pe drawings.
A:1-315. • wr'aW: 121/2%M.C. 16.1/Z%M.C.
Q 'A*dod wire hbrl do be so per drowige and o unks m to A-1e6. 0. AN oonducbrs to be copper r^4 sized for the appropriate ba ft, •�
6.11 cXTERKKt SIDING,TRIM H. TMephore wd4b and OJPk, sptades to be mounted 12"aQ foo h horboontal poslllon,Nohting ewNch 48•imdes ti • J �.rw
Li ftirhlmum concre/e caanpreedve strengtt b be 2604 pal at 26 days,fx foundatlorn, A. Exterlor horlaonW aldi g walnsood OW be aumutltlaus lap sldhg(eadskg)b match profile and expown. off Mar h wrtical position,unisss otherwwise! rk,a0d. Telephone and cable WevMhon aNeb err.b
and footings 0 28 days. Mimm m oona t content 1v be 6 sacks pa►yard. Maximus B. Sdtw ood Pywood: Latest edition of U.S.prr-dtxt standard PS-1 with each sheet bowing the approprlow grsde4redwrok Witold ho opts of outlets.
sump 4". Exbrbr @Wm lobe 3000 psi and haw ori ertlrshrrent d 4%b 8%. Of the Ar nergosn
Flavide hand finlehing of Plywood Association.Match exlstlno plywood eldltg,Dstftms,tliokrhep and pattlsrrh. Oddw r�
E. 71w ant ecbconhacbn rnple me fit. 1e 131.E I amort Wnp 000baNdogign� ,-a be porcelain,lamp saw shell of mod*b be
untpls notice d pouring dates h order Ihrt
dssignsd for rti•eMzkng MmP shit
they may C. Trim boarule b be fu11 lrnpth K legs titan 10'-0'In length,o Jdrtpd drawn wAUn a 46"arhgular overlap out who used•
Polo., ori work h oo wioln the
wase in n or hardship b pery pally. B. M light outle0@ b be supplied with a blurs.unless otnuwMe indicated.
F. Uwithin t not place "dine wwent the w 24)hours.
pea ate approval
Aarea ct. 40 deg.F., 7.00 THERMAL AND MOISTURE PROTECTION C. Corrtraato b pvvida aro I! chic fixl roe and aamoeorlee of nquirtK owipieto wfih lumps•
G. otect�2N gand�fi Nh gI without fs d Architect. Fbcluree deep b gown type d'lamp regtal .
epaltst hjury Acrrh the Noorlrts and 7.1 OENERAt.
du0. The owner reserve the Apt tu• long ft quantity and type d rooms twee bouts up b the tine d the
ulsoprmenb d arty nahure odeurlg ooretrudart operstlon, A. Prom b the walrpooArtp InoftNatlaha,rlotNy Ar~jar•penonstrudbn oohhnnos,. Three ImeftNMlon. Contraobr should provkle an allowance for d hate". Allo,tie Cont'aclor elhef provide an
3.2 FOUNDAT10N8 ANL RETAINING WALLS conformwee oma rwNlowy are kTtrded b review the)ob condbons and oocrdkhate details with other aL mice br esoh Atdurs,per unit
A. All bodngr,to bear an Arm,undlwxbed oo:. trsrles.
B. Footing eoxavaoors to be kw of boa i wo de - by hand. B. Provide p1e•Mrishs,d ahheat nets tlahnlg•nlgtlad. Use 24 Gouge mkhktrun Wdcnw;Wvwfted efts END OF SPECIFICATION
C. Provide construction of Plywood and metal hones ae required for bolige, sheet.commercial weight. Heavier popes when specifically noted on drawings.
kvndobw and web. bald all requited Inbeddad Items. Thomugftly, pact 7.2 GABLED ROOFING
b^a Prior b Pig 1111 C Is eceukg of dirt,sawquat,xtidc and abler lbroo N.A.
matter has been oompleWy osmroved. 7.3 FLASHING AND SHEET w+IETAL
3.3 CONCRETE FLATWORK and entry wa
At A. Use 24 -_
A. Ndewwde, 11,wuay,oahaele fatwwak bol edgse, provide taupe WMvaMzed I►xh Asafinp et wa11)okts. DRAWN BY:
a We broom ham concrete stabs,oftb concrslabs,nuh*e** , S. Provide shop 000 rust Inhlbltlg pier on on of metal strboss.
B At off expansion)ohne,use 112-khdh MO wit saturated Aber. 7.4 JOfr1TS AND SEALANTS
C. Provide roughened M00MICOah texture as reW',ed for A.DA et disabled ramps t b atmele,or"11c. A. At exteofo PJY
Joa►se,seal and waftrpmoof aN bulldkhg expartelon Jolts,door 8 wktdow Aamtes,Witaafharical air
eeroaticat though wall penatratios as reclu ed,use onopart poyualhiana orae-1- Marndaat w..VuaMram118
4.OD or approved equal. Provide Decking rod when ja
regd and whoa Ihdlaftd an drwA-W. --
USED 7.5 INSULATION
6NOT P�VIS(ONS
A. Provkla KnA hood ftwgkm its"don bui;!f d exlubr wall bastions. 4 met dear pdyethylens
5.1 GENERAL vapor barrier at attic kw"1bn. Fk mw spwd mSkU nae 16.26 h wugAwhce wNh ASTM E-64. ftintmxumr NO. DATE DeacritirnaN
A. M bolts.mecNm bok(MB)or andhom boo(A8)b canton b ASTM 307. Provide ticicnese as blows:
1. Faiviatlon: R-10 when shown
standard Ph"wraaihsrs under M batt heeds and nub h ocnbct with wood. 2. Waft: R-19
Do red Countersink wasnrs et e111 plMep. 3. Roof: R-38 bolt (at entry). - -
5.2 FRAMING AGCESSORIES B. Fill a11 renahkg vows In the exlarko waft ore show.on dr vkVs.
A. Joist hangers,hold flown and cher kaWiYnhp aoossecdes are refund to on pMre 7.6 MISCELLANEOUS PRODUCTS -by Pouch►type ore msnuhckaed by SkMmi Co.,San L.sarxlro,CaNbmio,or A. BuIldl
ng paper ahraN he 13th M r wank. _
approved equal. Irstait as pr manuhcbnm ketnudan with ra0ormwxiad B. Foundation ground surface are kAnealh entry fi=omorAe shah have a 8 mit bWa pdyetltylsne vapor
faetenes wipe 00MV00e Indicated on drswkgs. bodam~-pills with a e-minimum ovoftp spread trouoho t AN points we to be taped.
0.00 CARPENTRY 8.00 DOORS,WINDOWS AND GLA8tz
8.1 GENERAL
6.1 GENERAL A. Prior-o odor no aN doors,hardware,and windows,field vo*the order wwkh the Md*_-red axw-j
A. AN materials sltaN oonfam b tow Most ndk
st gg ruts published by the fofowwhis ansogslon a goveff rg Mtatr =mgt x
various species d krmbst produCu;WON Coat Uurnbrmars Apuoiation,Wbolisti Pkhs,AawoolatioWi,Coobanla 8.2 DOORB --
RN lumber
In cwe d with
W en Plywood pros istlons,and fhe Mhertoan ihellktls d Tbtber ConatrlaoMom. A. Dom construction sad be as huMows:(Rohr b door elwatlon a on ) arty exterior door wreathrsltfppktg.fAwkm
B. AN Nurrtbem h contact wAfh oxxaaete shall be gxeseurs treated. drawing,sheet M.f,for nNraftoe.V -
6.2 LUMBER doom shall be weMherst ipped with Intsrloci ft metal and gaekethg,and be provided with a mals Mraelhold wish vinyl Inst.On and type M -
adhedttd. Prime aN aufoom and odgm
A. N kartbsr Wad=and graWp b be M follows: Reconnect ADA rubomhatla coo opener. priorb door Nhsfafatior.
t
1. Joists,berme and sob got Douglas Fkaardh 01 o 02 B ------
2. 8-atom. beams and goings► Douglas Fir-larch 01 or 02 83 DOOR HARDWARE3. Buda,bbckkg,brldghp i mist. Douala Fir me h N .
3 A. Drarr ono,.*Wow hardw wo per some le.
6. 2xeMsoudei kirger
J. 2x4 x Doxuglas Fk4ordh N2 8A GUM AND GLAZING SET ISSUED
Douglas Fir-4mch 02
e. SIR,ria F ,plop, Douglass Trwl@d Hem Flu N1 A. AN glace end g�kg to oomply with*talo and Ndral reoufrfto regandkq ftWipo ed glace and 1997 URC, FOR:
MOM oda emb.dded In latest edtlkxr. AN exterior giazkg b be two layers,Ice*f dear piste twmnal itualatirg gas,Minh sum 718 Inch BID SET
0010 . totsckrn
Wus.
7. Posits Douglas Fir 01 B. krftrbm Lash tD be 311 e"ftnpead 0 oughouut.
8.5 WINDOWS -�
6.3 ROOF TRUSSES A. Vlryl wlhoow+e
S H E E T
A. N.A. 1. $;1011 Witatoh 9XISM widow profits,thickness.type.
T I T L E
2. Size,configuration,and operation d whtdowe ars per Andsh schsdute.
e.4 PLYWOOD B. Tinaly Frames:AN Interim sash to be menti hemss In elm a shown on window edwdule.PmMde
A. AN Plywood shwtlhig shit be DFPA Weds,-bodisi iso d 00. with edriDr Industries,
Ary 'Tray N of kir Room N e
m"n1 r. Minimum plywood nsNhg eo per tJrtlomn Building Code o e'o.c.edA s,I ox.fek!mhknurr.Nab ehd be Iro►•elahlrq 'o �Benson Irrduehies,PoNrd,C>fegah.Slider b be ktdwbft ham keMs fb am N 101.AM otlhar now sash ns,
old. "AN OUTLINE
e.e wARRAPrr,r
B. WON sheaUNrg to be 1/2 Inch,CO ea:tt@rlor giro,group 1,hdox 32/1e or approved equal. Phvwrod to arty overlap A. PmowMb a writtenwrarrrrrty eblig that the apecMMd Iterttkp glee unitsunitswith not,tor a period of(6)Awa yam^+Aunt Mrs,daft dAmatl SPECIFICATION
sift at a11 foo homing for dMphagm action. acoeptehoe d bu",CWOW p-,Now obehuatlorh a vWW betwreen tw hterlor glass surfaoee caused by Ir.}'y d Me hrmMro esel dos,
6.5 STRUCTURAL WOOD MEMBERS to the Mdty men uhctue of to unit.
A
9.00 FINISHES
OW laminated bears:N.A. 9.1 GENERAL
6.6 _l�f�r
A. Contrautlor shtatN 000r+dkhale a paoonelruatlon oonhr+nhos,whet of trades dotrg Antlelh oak pion P R O J. NO.
SUM @N Q 4HING JOII �O� --
A. NaN®4"o.c.d sap.Nab slaty be No. 11 ga.x 13/4-lorho 7Ills"itssd fora.tlfamomd gait, b bs,gkxhkg Arris+�. '--+,r,,,.shah ilaktde Drywall,Peintlrq,Cabkhel Maher and Mhatsf4.and 11Mntwak•
6.7 FRAMINo 9.2 OYPSIUM BOAAPi
A. AN 101112or bow ,framing;Ino(rat bsarkg on)beams,inedrs o ciders Nall be euupF r od wilh o"lD'type A. Walls: ilea type"x'Ars,rWrdartt board ae required by cods,.MktNmtaf►ttldu!aee
ratpaMad M bbwa: f7 f 8 H E E T N 0.
'Simpson"o approved equalJr�t,r berm Mtrhpsm. N poet and boom and poet and looting oorrlsctlohe b
be evot81 pis aP and p�bass tae�f►ocrhoealed. Use oatosaled 0=1110ftrs of noted h of 1. crop: 618"type y pypa o we W"
S. Block solid between nift M beerktg waft.
Z. Wise: 618-type'x'gypsum wait board
C.
M hamtog nWq to be pr UBC Tolale 25 wNh nA*o naft unless otiervAp sdwdtled on ckawkhgs.
Shan Wd Schedule. AN exposed hMn m:�barebs d a rhon-0orlorr.•nature. CSsoo,02
®Nna+mrcre saw Leer autos.AA P.C.
- r ,. •, a �bn'. ' .. . .. ... .. ...-. .n .... arm• .n ..wsro ..ur' n•.•,:., a•rnw ...r. ,. _.:.:... ., .. r, a. T
r r'
MAKI
A C
w 1
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