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16200 SW PACIFIC HIGHWAY STE X t,s:..ba►u:xi .swnu�� 1 building� g areas (new) sheet index � mono °0n1N° GREENHO;.5E WITHIN EXIST. NURSER`" 112' 5F c -- nusraia almw�*aMM ARG�1 TE, ,RA� C'R�w''vGS �" ay N o a o - - _ - a "W0111--_ GREENH0,5E WITHIN EX;ST. NURSER` T T AND UNDER EXISTING ROOFS 53, SF Al 51 E PLAN AND NO E5 --- ------ - - -- - - - - - - -- - - -- - - - — A2 FLOOR_ PLANS, ELEv4t O".S AtiD SECT 0,,45 1 A3 DETAILS s a x M �_. - ' gross building areas (existing) rmw�.D's •. - .�. , --- � STRUCTURAL DRAWINGS GENERAL SA,-E5 41,214 5F 51 FOUNDATION, ROOF FRAMAL FRAMING t STRUCTURAL- NOTES 995 5F FRAME EiH'�P t FLOWER SHOP 52 51 RUCTURAL DE A L5 i',i ;- i i' . ,�''' i,►- - I 986 5FOFFCESt 5ERvr.E5 �� ��- i�.% •��/ �/ +� '/+'- I STOG}GROOM 2982 5F GY '•+' '~ "� :%y'i '" ��: II (�A. TOTAL MAIN FLOOR HEATED SPACE 46,1-1- 5F ro ect data _j rte �� N M_ M M- M_ C� d ' W 1508 SF GAR, ,OREGON a) covERFU L,.MaER LOCATION: T. I W COVERED N,JRSERY 2141 SF zo�4.NG: ff-7- --z_1 -=�' < OPEN NURSERY 6211 5F PROPOSED U5E: RETAIL _ W B. OUTSIDE SALES t STORAGE 15,920 SFJ 5EI5f" 1C ZONE: 25 / EWTMI - -- - - -- --_ - --- CODE: K �r�e OFM Mme UBC '9?' i U .c re 416 5F T By:EXWrNQ _.....r._.�___._._L✓!a�✓ - �.�'Jl �, � O VESTIBULE � GO'�STRUC ION TYPE: TYPE !II-N FULLY SPRINKLED WTAnM /� , OFFICE 2ND FLOOR �©5 OCCUPANCY 7`r'F'E: 52 `�"," /� , O ,� OCCUPANCY LOAD: 1181 EXISTING _a F = ELECTRICAL EZZAN:NE 250 � U '�8!' faa►+or,t c LG. ANCILLARY/MEZZANINE SPACES i911 5F, VALUATION: X30,000 a / 4W OF Lxffrm B I D. TOTAL F,RE 5PR'N�GLED AREA 51'19'1 SF] oroont. _ (INCLUDES ALL AREAS FXGEPT OPEN NURSERY) energy 4i 3 HVAC TO BE P;iOV GED BY 5EPARATE r1_:R111T. MAXIMUM TEMPERATURE i J r�n+o FOR +-SEA'!vG 'O BE 55 GEGREE9. U C) M ~ � I d lop 1r genera! notes I 1. THIS CONTRACT IS LIMITED TO THE STATEMENTc;onsultan sCN OF WORK NOTED OTED IN PROJECT MANUAL. r� D c GEN' P�vE!-OPER STRUCTURAL_�NGN�ER= �YxTn �arr rRA - COTRGEACTOR SHALL VER��Y ALL EXISTING CONDITIONS `n WESTWOOD CORPORA' ON K.M. r�Aw a5,5oC�ArF'g �, / f �� ' PR!GR TO COMENCI`vG Wo'RK. 3030 S.W. 1'"oGD`r" A✓E., SU�TE '.0m 8'0 3F?U AVE., LOBBY' 1 coIgo" �\ - D, OCR 9'720' PHSEATTLE, WA 98104 © 733-m' _ ra<rcJW'Dot�+0USE I 3. DO NOT SCALE DRAW' P". (L?0 2? 2000 624-1146 � v NGS. VERIFY ALL DIMENSIONS F3EFORE PROCEEDING f'�--�: 1503) 2 M { FWAOCOti 00ACOffM ' WITH WORK. NCTIGY ARCHITECT CONCERNING QUESTIONS, CHANGES, OR CONTACT: TERRY FON' CONTACT: JCE: '-1AW CN E CL 45 ' OMISSIONS. IN THE EVENT OF CONFLICTS OF GHANGE5 BETWEEN DETAILS x o : _ 5T C0 R INAT02: � � I.CA�_�4�h5U1 TANT: Q Q y ; o�r.oua� i OR BETWEEN THE PLANS AND SPECIFiCAT!ONS NOTIFY THE ARCHITECT ERN_ Q) IMMEDIATELY. CRNST HGME CENTER DWYER ELECTRIC � �- �� � 1 ' T VENUE 21828 81TH AVE. 5.E., SUITE A CD .... .. . . .. 151 6TH A _ --- �" - 4. CONTRACTOR S+�ALL BE RESPONSIBLE FCR PROVIDING ALL WORK ANG SEAT TLE, wA 98101 WOC�D!NVI:.L E, WA 98012 � '- / -- - T MAT=RIALS IN ACCORDANCE WITH ALL APPLICAB�.E CITY, COUNTY, AND F'H: (20�,) co21-(0895 PH: (206) :51-0883 0) •c '$ LOCAL BUILDING AND F RE CODES A5 REQUIRED. CONTACT: ROB <ING/DAN STER`.5 CONTACT: JOHN DUJYER Q rn� c !j:: CD Q 5. CONTRACTOR 5"ALL VISIT JOB 51TE AND VERIFY ALL FIELD D!MEN510NS ALRC"!T�CT: Q I cL Site plan PETER SCHROEDER ARCHITECTS ` a; N NOTE: THIS PLAN 15 FOR BUILDING SETBACK t GENERAL ANL) NOTIFY ARCHITECT OR ENGINEER OF ANY D'SCREPANCIES BEFORE N ;. h SITE LAYOUT ;,-,,FORMA I ION ONLY PIROCED'NiG WITH WCRK. 1904 3RD AVE., SUITE 1005 SEATTLE, WA 9 O (D8'01 0 � o Ln NORTH 6. Fi'N'151, F"OCR REF:E:REENCE DA7JN 1"1 EQJAL5 (00). REFER TO 70PCXzRAPHIC, PN: 1206) 223-0393 t _ ?' SURVEY FOR :TJAL SITE ELEVATION. CONTACT: MICHAEL C. BARNETT U-) r O ul s Q) 1. ALL WOOD IN Ce�`NTACT WITH CO'NCRE", E OR 1"IA5ONRY SHALL BE PRESSURE v C� TREATED WGOG JF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD, a ALL MARKED BY 4N APPROVED TESTING AGEN-0Y. 1,eomal description V) o n. 8. ALL WOOD FORMS ')SED FOR CONCRETE (N THE GROUND OR BETWEEN BEGINNING AT THE Q..ARTER CORNER OF THE NORTH LINE OF SECTION 15, 70UNSHIP 2 > r/) FOUDNATION SILLS AND THE GROUND °iHALL BE REMOVED. Q Q SOUTH, RANGE 1 WEST of THE WILLA`1ETTE r-ERiDIAN IN WASHINGTON COUNTY, OREGON: S. DIMENSIONS ARE TO FACE OF STUD FACE CF CONCRETE OR MASONRY, THENCE NORTH 89` 51' 21' FAST ALONG THE NORTH LINE OF SAID SECTION, 20121 CENTERLINE CF G^LUMN, UNL :SS OT: ERWI;iE NOTED. FEET: THENCE SOUTH 00' 02' 39' EAST 51.?Qi FEET TO THE TRUE POINT OF BEG INNING: t"� Q) THENCE NORT+4 89' _• 1 21' EAST PARALLEL WITH THE NORTH LINE OF SAID SECTION 15, 1q :t' A DISTANCE OF 55.00 FEET: THENCE NCRTH 88' 40' 58' EAST 348-22 FEET: THENCE 0 SOUTHEASTERLY ALONG THE ARC Ot= A 25.00 FOOT RADIUS CURVE TO Ti-;E RIGHT (THE j CHORD OF WHICH BEARS SOUTH 45' 44' 02' 35,11 FEET) A D STANCE OF 39."18 FEET TO A POINT WHICH IS 3000 FEET WEST OF T�:E CENTERLINE OF 5JJ 113TH AVENUE. TrLENGE SOUTH 00' 09' 02' EAST PARALLEL WITH SAID SW 113TH AVENUE, A DISTANCE OF 511.69 .. FEET: THENCZ NN RI TH 89' 58' 42' WEST PARALLEL WITH THE SOUTH LINE OF PARCEL III symbols abbr eviations A5 CE5GRIBED IN A REAL ESTATE CONTRACT WILLIAM BROWNSEN II AND JUDITH M. • AND DBL DOUBLE GA GAGE OC'. ON CENTER U.BC. UNIFORM BUILDING G E BROW5EN, RECORDED 5EPTEI"1BER 16, 1980, AS RECCRDERS' FEE NO. 80032465: A BUILDING/WA' SECTIONS DIMENSION TARGE' / ANGLE D'`PT CEFARfi1ENT GALV GAL`/ANIZED O/ OVER UNF UNFINISHED D!STANGE OF 496.04 FEET: THENCE NORTH 00' 02' 3-' WE5" 144.43 FEET: THENCE A s - 5ECTiON IDENT IF!CATION e AT DET DETAIL G r SOUTH 89' 5-1' 21' WEST 1.00 FEET: Tc:ENCE 'NORTH 00' 02' 39'WEST 345.83 FEET: ... GENERAL CONTRACTOR CiPF OFPOSITE U.O.N.UOUNL_5S OTi•1ERWISE N ED 4 LOCATED ON SHEET CENTERLINE DID DIAMETER GL GLA55 THENCE NORTH 89' Si' 21' EAST 13.29 FEET: THENCE NORTH 00' 02' 39' WEST 98.06 0) O DIAMETER OR ROUND DIM DIMENSION GND GROUND PL PLATE VERT VERTICAL FEET TO THE PONT CF BEGINNING. 4A)` 0 < -111 DOCR 5Y 1BOL L PER PEND!r%JLAR DN DOWN GR GRADE PLYWD PLYWOOD C I 1J • POUND OR fJUMBER DR DOOR GP GROUP PP POWER POLE W WEST AL50 BEGINNING-, AT A POINT ON T#-4E EAST _:NE OF THE NORTHWEST ONE QUARTER OF C o (l r A.B. A`�G�-+OR BOLT D 5. DOWNSPOUT G I,E3. GYPSUM WALL BOARD LU/ WITH SEGTION 15, TOLN3HIP 2 SOUTH, RA` nE 1 WEST OF THE WILLAMETTE Ir'E;R'DIAN IN "� �1 NOTE: REFERENCE E3 WALL TYPE A.C.T. ACOUSTICAL CEILING TILE Dwrs DRAWING GYP GYPSUM R RADIUS OR RISER WD WOOD z WASHINGTON COUNT**', OREGON WHICH POINT BEARS SOUTH 00 08'50 EAST 645.11 FEET AFF. ABOVE FINISH FLOOR RD ROOF DR4N WH WATERHEATER � 46GR AGGREGATE E EAST HDWR HAR::WARE RFC RECOM'1ENDED WDW WINDOW FROM THE QUARTER CORNER ON THE NORTH LINE CF SAID SE CT!ON THENCE SOUTH 00' 08' it DETAIL ALUM ALUMINUM EA EACH HDGP HANDICAP P:EF REFERENCE LJ/O WITI 'OUT 50' EAST ALONG THE EAST L'NE OF THE NORTHWEST CNE G1u,4RTER OF 5A!D SECTION, A � � <t e ANOD ANODIZED E IF5. EXTE:R!CR INSUL. HDWD HARDWOOD RE INF REINFCRGED WP WATERPROOF DISTANCE OF 383.11 FEET TO A POINT 'WHICH IS 20.00 FEET NORTH 00' 06' 50' WEST n � D DETAIL ILEN1'IFICATION ARC ARCHITECTURAL FIN SH SYSTEM HB H05E B'F3B RQ D REQU'REI� WR WATER RESIST A'vT FROM T�� T r V, E 5OU'HEA5, CORNER OF THE TRACT OF LAND ,ONVE'1 ED TO MUIJNTAIN PARK t J (SEE PROJECT MANUAL) NCRTu ARROW A5PH 45PHALT E.J. EXPANSION JOINT HC HOLLOW CORE Rif ROOM LU6ST WAINSCOT HEALTH CARE ;=ACILME5, 'NG., BY REAL E5TATE CONTRACT' RECORDED IN BOOK 1121, (PR0,.1=CT) EL ELEVATION HM HOLLOW METAL RWL RAIN WATER LEADER WT WEIGHT PAGE 125, DEED RECORDS FOR WASHINGTON CCjNrY, OREGON: THENCE SOUTH 88' 19' 45- 13D BOARD ELEC ELECTRICAL HCRIZ 1,40RIZONTAL WEST 650.21 FEET TO AN IRON ROD ON TUE EASTERLY RIGHT-OF-WAY LINE OF S.W. AO' INTERiCR ELEVATION BLDG r3UILDING EI-Ev ELEVATOR HR HOUR S SOU'N PACIFiC HIGHWAY AND MARKING T�•E SOJTHLUE5T CORNER OF SAID MOUNTAIN PAR< ►HEALTH X ELEVATION IDENTIFICATION TENTER LINE 5�.X 13LOCK ENCL ENCLOSURE HT HEIGHT 5G 501-ID CORE YD YARD DRAIN C T N,Xa - LOCATED ON SHEET ESLKes BL_OGK'�NG EP ELECTRICAL PANEL SGS:D SCHEDULE CARE FA„ILITIES TRACT: THENCE NORTHEASTERLY ALONG 5�'1ID RIGHT-OF-WAY ON TY E ARG BL BEAM EQ ELECTRICAL (NST INSTALLATION 5HT SHEET OF A 3"69.'12 FOOT RADIUS CL.RVE 70 THE RIGHT ; TE-IE CORD OF WH CH BEARS NOR H �c00i SY1''BOL F ROPERTY L SNE � � � T � 4 � � I 1 t ,,, BOT EAM EQUIP Ec�UIP"''ENT IN5UL INSTALLATION T v 4' 35' 31 EAST 400.' 2 FEET. A DISTANCE OF - 00.91 FEE TO AN IRON ROD OPPOSITE SH G SHEATHING l:3UR. BUILT UP ROOF ExIST EXISTI'vG INT INTERIOR 31M SIMILAR ENGINEERS STA ON LN 212+45.-13 P.S.C.: 7+-{EN(3E NORTHEASTERLY CONTINUING ALONG OFFICE ROOM NAME / NEW CONTO,.'R- SAID R'GHT-OF-WAY LINE ON THE ARC OF A 51"VAL CURVE TO THE RIGHT (THE CHORD OF W EXPO EXPOSED SPEC SF'ECIFICATICN L-111 ROOM NU`'1BER i CAB CABINET EXT EXTER'OR LAM LAMINATED SQ SQUARE WHICH BEAF:S NORTH 11' a6' 13' EAST 1.13 rEET) A G'S7ANCE of 1.13 FEET TOAN Q CE CATCH 545!N L5 POUND STD 5TANDARD POINT ON THE SOUTH LINE Ot- THAT TRACT OF LAND c:ONVE'TED TO HERBERT W. DAYSON EX157, INN CONTOUR CEM GEMENT FD FLOOR GRAIN LOG LOCATION STL 5TFEL AND BETTY JEAN DAY50N By DrED RECORDED .N c3C0< 419, PAGE 136, DEED RECORDS FORC ^ GRID `''AR<ER5 �1� CH CLIANNEL FE FIRE EXTINGUISHER STOR STORAGE WASHINGTON COUNTY, OREGON: THENCE NORT1,4 89' 50' '8' WE57 ALONG SAID SOUTH LINE_, LA A �- . - LE:TTFRS IN ONE DIRECTION � � GJ CON"ROL JOINT 1'14 FIRE HYDRANT MATL MA-ERIAL STRUC STRUCTURAL ,A DISTANCE OF 10.49 FF_LT TO A PONT M4R<NG 4N ANGLE POiNr IN SAID HIGHWAY F w --- NUME3E�?S INT OTHER REti';5 ON CLOUD CLG CEILING FIN FIN15P MAX 1"IAXIi"cUM 5USP SUSPENDED Z Z E R,GHT- CF-WAY LINE: THENCE 'NORr4EA5TERLY ALONG SAID RIGHT-OF-WAY LINE ON THE GLR GLEAR FLR FLOOR MECH MEGHANiCAL 54V 5rAIN AND VARNISH r r IDENTIf=PING NUMBER CO CLEAN OUT FLUOR FLUCRESG'ENT I"iFR MANUFACTURER SvC SE:RvIGE ARC OF A 3119.-12 FCOT RADIUS CURVE TO THE RIG"T l HE CHORD CF W�+'GN BEARS W � 12- GOL COLO r NORTH 11' 31' 24' EAST 2.02 FEET) A DISTA'NGE 2.02 FEET TO A POINT OPPOSITE U MN FOUND FOUNDATICN M.H. MANHOLE 5'T1'1 5` 1"ETRi(AL GONG CONGRETF FR1'^rs FRAMING MiN MINIMUM 5AU 51DEUALK ENGINEERS 5TATIC'Ni LN 212{45.13 PS.G. THENCE NCRT"EA5TERL`' ALONG 5AILD RIGHT- ��^� CONN CONNECTION FT FOOT OR FE=ET 1`11:5C '11 - ANEOU5 OF-WAY LINE ON THE ARC OF A SPIRAL CURVE TO THE RIGHT OF (THE CHORD OF WHICH W CC ivST GON57RUGTiG FTG FOOTING MTD MO�'J ED TH< THICK F3EARS NORTH 19' 31' 45' EEAST 312.85 FEET) A D15rANCE OF 312.89 FEET" TO AN IRON > ct CONT CONTINUOUS FURR FURRING MTL METAL TtG TONGUE AND GROOVE ROD OPPOSITE c:NGINEER5 STATION LN 208,0.13 P.S.: THENCE NORTH 20' 34' 58' EAST Q CT GFRAMIC TILE F.OM. FACE OF MA50tiRY MO. M45ONARY OPENING TEL TELEPHONE r- TCT. TOP OF CURB CONTINUING ALONG, S4iD RIGHT-OF-WAY LINE, A DISTANCE OF 362b1 FEET TO A IRON R T_ GTR CENTER. F.O.G. FACE OF CONCRETE E r TREAD `' GTS!C COUNTER SUNK FOS. FADE C7F STUD N NORTH ROD: T ENGE NORTH 65' 21' 40' EAST 28.16 FEET TO AN IRON ROD ON THE SOUTHERLY GTLUP CONCRETE TILT WAI-L PANEL F.OF. FACE CSF FINISH N.I C NOT IN CONTRACT TJ TOWEL. JOINT RIGHT-OF-WAY LINE OF T✓•aE RELOCATED PORTION OF DURI SAM ROAD TI aENGE SOUTH 69' 30' CMU CONCRETE MA50NRY UNIT F.O.I.C. FURN151�4ED BY OWNER NO NUMBER TO.P. TOP OF PLATE 00' EAST ALONG THE: SOUTHERLY RIGHT-OF-WAY LINE Cr SAID DURHAM ROAD, A DISTANCE INSTALLED BY N.T.S. NOT TO SCALE T.P. TOP OF PAVEMENT 135.43 FEI=7: THENCE 5OUTO 00' 02' 33' EAST 362.38 FEET: THENCE NORTH 89' 51' 21' GONT5,AGTOR T.W. TOP OF WALL D E45T 29.13 FEET: THENCE 50UT�-i 00' 02' 39' EAST 13-133 FEET: THENCE: SOUTH 89' 51' rl'P TY-PICAL '�l 21' WEST -1.00 FEET: THENCE SOUTH 00' 02' 39' FAST 144.12 FEET: TNENGE OUT”,i- - M F TOC. TOP OF CONOGRE i E � 31111 rte. 89` 58' 42 E45T 130.18 FEET TO THE POINT OF EYEGINNINri. � � t klER W• SCHRO�DEF ;-771 SEATTLE WA ,may= �� WA �d .v 16200 SW Pacific Hwy q OF • Suite X If this notice appears clearer than file p doc►iment, the document s of marghial quality. 11CR )1' ILN1F,1) I�I�I�i(I(Il 11; . 1(IJill ji!(I(I 1 4pJyj1{111 1 1jil1,1I11111 11(!li!l(1(I(I I I}1}i(l.111h #}1}I{l�fi}1(111 I i(I(III(I(I(I 111�1(I�lli�ll IIIIIIIlIIIIIIIIII 11111111 1111111 11}1�1111 ,fi1t111 1111111R( 11111111 IIII!I.M lfillIII lI11{IIIlllll!{:III If1l1111111111_ 1110111fill 111fill 11 1111{A117111 dl` `Y (1114 AIi) 11 1 rlr�ltlrl n�llrrtl (III}r�H IrI1�Ir NIIl3{II In+hllt�lnl{I11111 { 1 1 i ! ,�/ -_ _---- MTI_. G.'�PiNG � •, f -EXISTING ROOF � EDGE ABOVE - EXISTING 4 4 �6 TR-k-45LUGENT F200Fb t \ _ 1'-0' X " CoN.C. CURB Ex.. tINC:) T ! -- ---- — -- - — - _ i --NEW ROL T,;AR5ONA rE LAL- OVER EXISTING i EXISTING - -0' SIGN i existing i 8X!Bting i ��� - - EXI5TING I STEEL Tc�;S�+ES NEW SKYL GNT BEYOND f general salsa , nurtry ;/tjji - - � 115 GALLON (5'-m' X 2'-b') ( I r LUMP? R ROOF BEl OND (EXISTING) 1mm� r'm� `� x PROPANE TANK — FF ELEv. 0z i --- --.► s --__ --- I 2 1 - _ _— — -- i �� 1 7 A 3 i �\ � l EXIST SIGN BOT. OF 5TL. 'gtU55 3'-0' - • �It'd4/�# '»Yw.��,.-r•..L.. +s------' hi..,:MA :14.�.nY,.,.�,f,ic ^',M:ii.dY,,...M:...�: : ......h� .�' .:.4w .dY.' :,IM�,,. ..Mn „K" y ._� 9 I EXISTING I _ I'-0' X b' CONC CURB -1) EXISTING STAIR I * a EE T.C. ' AND RESTROOM --� 1 I I r_..... ... ._ ...._ O W LL P�--6 I I l ' ---- EXISTMG {� - �� FIN. FLR_ 0 -0' Nt CD EXISTING +NEW b'-0 - I E /� p d' .D Q EXISTING-- I EXIT LIGHT ' I EXIT LIGHT u, STOREFRONT 4 DOORF ----� EXISTING AWNING 5 rn M PLANT HANGER i WIDE SLIDING rEL A2 w 6\_ - ABOVE I SEE ELEC. I GATE SEE ELEC. r A3 AJ A3 - STEEL TUBE COLUMNS j ( EXISTING EXTERIOR � -�^ ------- -- I EXISTING west elevation �-� '�% LIGHT FIXTURE (EXIST.) N - - T I NEW E ' W x -- 1 - ---- -- Ex15 INC CEILING WALLS 1-H HOLLOW EXISTING % RE�!OVE EXISTING WIRE EDGE ABOVE I -ITL DOOR t j,- 5TRIr ED scale 1/i6" = 1'-0" -----NOTE 1 �- � O / � / ----------- -------__ _-_-_--- FENCING INSTALL POLYGARE+ONATE . _ <� LOADING AREA --- -_ 0 0 DS � COLUMN _ � U i now r� REMOVE GONC. THIS ELEVATION 15 EXISTINGa EXCEPT FOR --- — ------_ 1� I gre8nl'tOUt� BASE L GHT AND SLOPING ROOF SIDEWALL - I��REVEAL5 NIC. STOl IC�EX STING)ALL Q) U � m� ! v LI ' TOW 0.5' POL YCAR50NATE � � '1- 1 ` EXIST. / i r----U / -- - - EXISTING IN-ER"1EDIATE COL. YD. l NEW COL. SEE--_ // -. ------ TYP. r'� I O0 $TRI,JCT. TYP. +—�---- r!ODIFY TOF' PER 5TRL,GT. (TYP'.) Q I EXISTING I _ li�.s !! existing T ! MTL. FENCE I 7 n+ u slower shop `�� I NEW b'-0' W/ STEEL 4 CU 3 j - t, , I WIDE SLIDING COL. TYP. / I - v N ' I - . __ 3._0, /� {� specific notes .v+,via+m.i-ii�ia.H.a�.. /� QS I ' I.� ' - —{ ! t GjO ' 1 DOOM? TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF N r. 1— I / C_.� - 1. I 1 - L- l._ . _ _. _�_ - 1 � - ---- - T W. OS' - -- - COMPLY WITH ANY 5TD II3 1.KNOWLEDGE OR FFFURT. p N P I v I -- -- -----EXIST!NG I I C A EXISTING y L 9'-0' WIDE GONG SIDEWALK , EXIT LIGHT I A2 NA i U SEE ALSG S+,OP DRAWINGS FOR TYPICAL ASSEMBLY DETAILS AILS � +, ICDORD. GRADES W/ CIVIL south elevation AND VENTILATION/ENVIRONMENTAL CONTROL WORK SEE ELEC. I -� �_ _ v I scale 1/16" 1' 0" l_1 rN E 1 EQ (A) EQ. lA) I EQ. �B) =C = »' �TT) _ - _T- ,F--- -- ----- -,�- -._ ____._ ._ - NEW DOOR 4'-0' TALL VENT AND X O M Q 34 -0'_ j POLYCARBONATE WALL OVER TRUSSES CO syl 1 1 ols a ��- > 0 SIDEWALL POLYCARBONATE -' 1'-0 X 4'-0 CURB CUT/ _-�-- �— A ��� E LIGHTED EXIT SIGN WITH BACKUP EMEFo.'aENGY POWWER C) 1 RAMP, CENTER ON DOOR I Q l- -- --- - --?- NEW SKYLIGHT BEYOND - _ (D 00 6 (4. (.6 Q U EM�RGENGY EXIT ILLUMI*JATICJN WITH SACKIJP E1 1ERr�Eh�.Y +' � -) .c v E�(ISTING TILTWALL ANLL SIGN BEYOND [E�-] POWER, COORDINATE LOCATION WITH INSPECTOR r a rUj c L. C) _0 rn Lio n�c� 8 SEE AL 50 AGRATEGH SHOP DRAJIN�S FOR TYPICAL �.r M TA' CN C Q) ,�t !! ASSE1"BLY DETAILS AND VENTILATION/ ENV R✓�1 EN L o O main floor plan A3 CONTROL WQRK O N �N C:) scale 1/16" = 1'-0" ` f ��— •� r' �" • r U to N C Q) NORTH r°e y y n� --� . .,_.. ........... 0_ ___ Q) 73 U n a R A3 EX'13T. a D$. DS. nursery/lumber section Oa - a scale 1/16" = 1 -0" 'n Q) EXISTING ¢ " DRAIN LINE r] 1� BELOW ------ -EXISTING NEW DOOR 4'-0' VENT AND --- - EXISTING ROOF, WALL AND I STEEL TRUSS POLYCARBONATE WALL 10' ROOF ADjOININ6 GRID b I OVER EXISTING TRUSSES OD TYPICAL - --- NEw SKYLIGHT BEYOND-. EXISTING PARAPET TYPICAL--_. ------_--- EXISTING ROOF AREA TO REMAIIN -- _ ___ -- - ONO 00 Cd c rxEMOVE EXiF TING GUTTER / ^v♦/r' I y y R•,Y YN„M,h,f,IYMM.wY 4'VY�IF•YYnI/M" NEW 13UILTUP ROOF ON METAL DECK ----- ---'"` w r -- EXISTING STL- uW' NEW + - e'-3 X 41'-8 OLYCARBONATE 5K LIG�:T --- - -- TRUSSES UNDER _ - VERIFY W/ FIELD CONDITIONS AND MANUFACTURER WIDTH REQUIREMENTS. NEw ROOF TYP, 0 -' EXISTING SLAB 4 FOOTING C CANT GOOD. W/ ROOF MANF. -- �d < SLOPE 1/8' / FOOT EXISTING D.S. C� VERIFY . G,�NN,=�T b greenhouse east elevation ---- - - EXISTING STL. TRU55E5 LCALER fi0 NEW Gt1tfiCF� CHORD TO BE 5HOIRTENED (SA=E 5TRUCT.) --_--- - -- --- -,- ------ - -- � scale 1/16" = 1' -0" 6 \- ---EXISTING -- NEw SKYLIGHT, PLACE NEAR CENTER DRAIN LINE i F 5S RAOOF AND ALIGN WITH EXISTING NEL POINT REMOVE -- --�BELOWC�-- EXISTINs POLYCARBONATE ROOF I , EXISTING GONG 11LT WAIL A) B NF.w F'OLYCARBGNATE 5KYLIGNr I W LU,' r"S AT CENTER, EXISTING TRU55ES BELOW -- PARAPROT ESEYCCND !EXISTING) Q 0. � ROUE ASSEMSL�' < -7 _----4 - - - - - l 1 J C." TRUSS BELOW (EXISTING) R' C3 EXISTING — EXISTING I I - G51 A3 E SLOPE- Z AWNING BELOW I I GUTTER; TYP. I w I/4'/FT. LiJ EXISTING - f-- TR. NLUCENT ROOF EXIS'i INC STEEL 'TRUSSES Z my CD - ---- -_-__ _ -- ---�-- EXI`=iTING DOORS / WINDOWS ADJOINING - - SLAB KONG.) (EXISTING) roof Ian Oc greenhouse n/s section d greenhouse e w section scale 1/16" �1'-0" scale 1/i 6" = l' - 0" / / scale 1 16" - 1' 0�� NORTH poet REGI�T� 16200 SW Pacific Hwy �- silitPx TEPw St 190t'i t, ZZA i of 5 If this notice :appears clearer than the M doctiment, file document is of marginal) quality. ;0ll( 'RO1` 11.1111';1) 11th III III Iln!�Itt nnh!tt,tttr mt i�! !tit to nti Intfl�!t!!!!!t!rl !Illlill!!Inlllllllll�lrl�l I!I:�!!!1 1!!!'!!Irlltlt!!tlr I!I!�!111 !il!�!1t !il!!!Irllrtr ftl►iTiN1!!!) !III I ill til€ ItI !!!�� I!111u►t It��! r tu!hi!t �rtrinotlllrlilal t+nllnlllnlll ` ,V1. t ' SKYLIGHT SYSTEM TO SFAN FULL WIDTi4 WITH CENTE=R/RIDGE TRU55, %"- SEE STRUCT. FOR TRU55 SPAN y' EXISTING ROOF AND - /� //!% _ �+•+1 � GUTTER BEYOND FLA5�- AND COUNTER FLi6N 2 X PRE55URE 'REA'ED GUR O SEE \ \ 5TR�CT. FOR 5TR1UC7 CURB r FOAM GASKET CLOSURE STRIP --- -� NOTE: EXiSTiNCj NURSERY TRU55E5 i.. DANT/CRICKET -- - ------ SLOPE TO DRAIN. 5�T FASG'A 50 -\ ROOF ADJOINING 15 AT OR ABC VE - - _-________ NEW ROOFING HEIGHT. BOLT PLATE NEW ROGC ASSEMBLY ISLE DETAIL 2) BETWEEN TRUSS AX6LES, DG NOT _1 REPLACE EXISTING GUTTER - --- I DRILL �- OR MOVE OUT TO ALLOW FOR 90LYc:ARBONATE REDO FLASH- �� 7 MATCH ADJOINING ING A.� REQUIRED GUTTER DEPTH 1-11F 1 Cn/ --- - -- -- - --- - - -- - �/ SEE 5'F4UGT. - ---- - -.--- T r EXISTING TRUSS W/ NEW POS . EX15TING TRUSS W/ NEW POLY- - ------ - CARBONATE FINI$+-1 OVER 0 CAR50N/47E FINISH OVER PROVIDE FOAM GASKET CLOSURE STRIP AT TOP I I EX 5' tic NEW ROOF ASSEMBLY IEEE DETAIL 2) I i I 3skylight curb not applicable v3p Ocala I /2 I'-0 a I p 30 t � NEW ROOF AS6EMBLY - -- rN rn \ _ BUILT-UP �'DOFING OVER 3/4` L? Ln PE:RLITE : 2 LAYERS OF 11/2' POLY 15OCYANUAiE, AND STEEL N 0) CcGK (SEE 5TRUC'-) °O Lj- cD _ - -- C FOAM 'BASKET CL.O5�:RE $TRIP T-- -- -_ o NEW HORIZ. GIRTS SEE - NEW HORIZ. GIRTS SEE -- - ------ STRUCTURAL - --- - i STRUCTURAL NEW GUT'ER, MATCH ExISTING - - - N CL GUTTER PROFILE. HOLD TOP X 0 3' BELOW TOP OF ROOF;NG. I �- Q > EXTEND FLASHING 6' UNDER ROOFING 0 -►� CTS r7 ,C roof edge at grid a2 roof edge at grid a I I/2' - I -0' I i/2' - ! -0' Q U o Q I t1 r� (U cV •p +. N O EX!STING TRUSS W/ NEW POLY- -1 i - (U a�-- O Q) CARBONATE FINISH OVER ► Ln O O cn ! ----- - _ - d' POLYG a,fx ,"vATE $IDINrW/ C� END C,�P ��--J EXISTING TRUSS- --- -- - —- a- v (J1 O U) - ------EXISTING STEM WALL BELCW A/ E,xISI'ING TRUSS, PLATE AND Q Lj a� 3' 5%. TUBESTZ D --- INEW GAIN. HATS G!vStALLcel �I HANNEL, \ 9 CLIP AND SCREW TO 5%. TUBE A3 PO-YGAR30NATE W/ END CAPS / rn - POLYCARBONATE W/ L�D CAPS, FOAM GASKET CLOSURE STRIP, _ Q PRC,,/'DE 1/4' MIN. SEALANT W/ PROVIDE 1/4' MIN. SEALANT W/ - - - BACKER ROD AT STL. TUBES BACKER ROD AT STL. TUBES. NEW HORIZ. GIRTS SEE. - -- PROVIDE I' DRIP AT EXTERIOR STRUCTURAL --- --- ----- EXISTING 3' X 3' STEEL TUBE AND NEW STUD WALL, SEE ,,OLYr- EXISTING COLI,fi`tN5 BEYOND - - -- -- ' CARBONATE BEYOND40— ALSO S RUCTUR4L Z U W 0f 8 exterior wall at eav scala 1 I/2' ■ I -0' - � n 5 double column w/ polycarbonate Scala 1 1/2' • I'-0' I EX STING GOL AND NEW INTER- ---- --- -- - - ---� � "ED ATE COL. BEYOND SEE ALSO S-RUCT. I I HCR ZONTAL GIRT, CAULK OR - f' GAF,KET TO SLAB I FOAM GASKET CL05URPOLYCARBONATE BEYONDE STRIP ILI AT END OF POLYCARBONATE KOAM G46<'--T GLOSuRE 5TF'I" !' - POLYCARL30NATE W/ END GAPS AT END OF PULYCARF3UNATEG FOAM GASKET CLOSURE STRIP ----- - -- HORIZONTAL GIRT, CAULK OR PROV'DE 1/4' P ilN. SEALANT W/ I�J GASKET TO SLAB BACKER ROD L`•T 5TL. TUBES EX!STiNG GONG. SLAP AND I I J a_ SOIL. BELOW Q ---------- EXISTING GONG. STEM WALL r - EXISTING 3 X 3 STL. TUBE AND V) GONG. STEM WALL •_ C o u LLJ LiJ � C I L.1 (� -�--- > Q_ CD AV double column w/ I carbonate exterior wall at slab ��'� 3181 polycarbonate at stem wall 7 bcale 1 1/2' : -0' p° y , ' '_ , 1 c V-0, 6Ga il4 I /2 1 0 Ocala R LV, Cl PbEF(i SCHROEDtR r-'l P SE ALE OF 16200 SW Par ific Hwy L� �-- Suite X 3 of 5 �llil��l1 If this notice appears elc:frcr ih:u>I the � J i_l L 0 81998 document, the document is of marginal quality. N111CIMIALNILD I�III�IIIIIII IIIII�E�1 1� ' I11�111111111 1 111111111111111 IllIII ylIII 1 lI'lllji�Ill 1111111illipll IIIIIIIill1111II I'I111111.1f#Ijl . lIIII111III111 1 illlljlllllll Illlil11lllll' INN an en y Illlllllllllllllll 1111111!! lNllli!!.Itlf 11 t tliflt! til4119, 41111 I!1'11111111"111111.'111111111111111111 11!111111 itt111111!11 1111111 (11!1!1111111111111 11Illlllll+! '�:,;itilf4Ill11T11!1Il Iit111-111Il ttlll �i!llltlt Ittllttil Illlltilt 4rIIItIl1 ullltll! In111n!1!111111111+' ~�. - .. �- � w+wi*R�+wamrrnne�lq�►�A. rn-nr..w.n... —,.n..n.-riw.e.w.a.. ,.www+w�n...-,o........,,,....,. i I ! 1-4E" TS A5 NtW T5 'ip AL.IEgN .A// EX?Ef�iUPl FAGrz ?7 P Fag &e! T,-r EAST i STRUC"MRAL NOTkS 1 . Building Code UBC-1991 Edition 2 . Li a Loads 25 per snow 3 . hind 80 mph exposure C �P \ 4 . Vertical X-bracing to be 5/8" dia. rod, grade 60 steel i 5 . Existing structure including foundation shall be t investigated by a structural engineer during construction to ` verify whether the assumption made during dewigo is mot and mo-l"icatiun to tl,e design be made if necessary and cv -4 y 4 ' arl:hitec k is to La c %ntacted by the con ,3 tractor t�nmeet i ny c� _ to he schedulad Ly the architect. 6 . Contractor to verify all dimension and verify all conditions as,tuaed during design are val ij. I ! 7 . BTRUCTURAI, STEEL All steels to be A36. �r All bolts to be A307 . s3 ' � i All exposed steels to be galvanised or painted ,-o resist N�;ij Tbcorrosion. All welds to be E-70. ---__ — - -- --------- 8 i S T!E L S TU DSI All steel studs to be confirmed with Stealer, Inc. Z All welds to be done per rteel stud recommendation. I . 9 . Steel deck to be 30 GA. 3 inches N24 galvanised ASC Pacific tnetelle3 per manufacturer' s specificaLlon. 10. NOTE t , (0 7 N v ALL WELDS, BOLTS i INSTALLATION OF EXP, BOLTS TO BE INSPE ,TEU By 'TESTING AGENCY AltU REPORTS TO BE MAIi.EU TO THE yy�� ARCHITECT. L ' NO FIAHGING LOADS SHOULD BE ALLOWED AT THE BOTTOM CHORD Of cri THE TRUSS OR BRACING MEMBER. u Q; INSPECT ALL WELDS AND LUMBPESS I OF ALL TRU 4 3 ' '►' TRUSSES Ott LINE A. I rROVIPF M ' SCF LLANFOII, S1FEL 51117P DRAWINGS TO ARCHITECT FOR APPROVAL BFFORF FABRICATION, LA rRECONS TRUCT ION MF F 1 1 t1r, REQU I RF 0 BF FGRE COMM[ NC I NG CONS i RI)CT ION 1 '- :7'i BFTWFEN ARCHITECT , CONTPAt.TOR, AMI) ENr; INEER. Q SPEr. IAI I1;'.PECTInII RfOHIR[ G F (111 [RUI !O►I A140 INSTALLATION OF ALL STRII17, 111RAL STF[ LS, C Q 0_ ' � W Cr ° LL- Z �1 LL --� ! I Cr. - 1 Ire llffp z 10 � - Ls' � 2 i Q 8 5 ' of LTJ to w LLJ rfar LLJ ce- 0 7 FUR 81)11 PING M.-rARTMENf SUDMIT1AL ONLY 167.00 SW Pacific Hwy L�.�. . Suite X 4 of S .+r'.'.s,.wnaa+.rn....wv+.nw«�.�lee«,.,.,...,,,,...,....K,- •,grn'N+zaamrrtsvmu�wr.,v...:. �� O If this notice appears clearer than the IUI, 1998 document, the dominent is or marginal quality. sll(_ROI'ILNILD .!1!I!�!i!ili"I�IIl11�1�� J' III�1���I�lI 1t�l�#�fj!(151�1 i�l�!4��1�!f; 1 )�I�!jlil,l�1 i ��I�Il�I�f�! � !�l�i�ljl�l�l ! I�I�!�i���,lji ��-���'i�fit��s� I I�►i!��I!I'►i ►ill!I���.I���' , Nl�llllllllflllil,!!� I'i!I 11111111!,fN;11ff! 11111tI 1111 1111!!!11!!1�!!Il !!(! 1117111!lillNll!!11!11IfII11111,10 I;!!II!Il 111111!1; IIIl1{I;1:1111111111101111 !11111{ 1119,11 11I11I11! i . d � y w. J � A 1P epal IMU tib PEA PLAN � � w/ I fit"d► h w-,ri ' I H S1 rm x1o.,,:r CPO Go!„ •�-m � �E�� !�� - 'T�1tiGAl'�' -- -- -. 5/C"� p'IJ O- 'iN!'�EAG w _ to INC) , 1�r , fes, G►►a�h�-+!"�., SE,� AP�:.rl (JUTE : "T5 G4L. P5AhE COW Yr NPJUGri.�. J► WOT SIJOW N FCS C .,&PSIT'C T4 5 1 PA e Q� WT 4UN AAft 'Z& -_�1 �i ►joTEy �Ei► r�T. 4 TF�11111 Tv FIT TTP i L 4 x 4 K k4 Tyz,K3%�4 T5 EXIT 155x5 "4 - f- - - L4x4x% �� 3><3KY c I \. ' } �� i 1 n I _ New .( K r 6;. - ` �` h� N T 5 3 x 3 x% TO tx i ter TRUs ; c I New 2I~3,,y, MOT 9CG W14. bh l&►Tt*&. E TN-0515x l T L X 151 5u 'r5 6 K 5 x Y4 Exp WOR we �R. OF NEW Ty 493xyl f 1 PL AN � U5S 1'O NE`:J T15 COL 'rtY F� x- �PiA61116, — --- .�,, � .� fig„ - P �7 E E!.. EG .. �O t,X 15T TR�..,. `� @ w Ip A �i -WA1pP r)0(2 F PEP, N?1,GN a� NoTf ' 1!51uo 4.�K'YLIGANT MANUFN TO PPSOy►DE ,-- �" x 14-JA rV �l' � �p,IrrY 'Gr�.t:. CXI',Te ► 9:•+WT M-TAL 5TLJP w/ AI�INi�-+t� the1►�j -P, 0ATC r0� AT fA• TnUh�, 11,40 *Ty C4L, bye Ay" O GTIr EXGK. 3 yA S(,rCW TO TDP C►-Mp NOT 5"V�N s � � E bAft i�. To DG 13>nVrW TO eXIS-T. I''L AC E r'1 G N T, Fo1� C i.A rt1TI' Q °; -- ► - __� "ig 3x3x�4 1PtiUb5, VF.M'+IIC`' 11�1u�i �,dNflc�tJ�►TlO►J - Cxly?' '1P;Ugb PCh PL�►N _ - � z / I6�A K 'n"N iii" F!-µ+4S 5TH. curb t I - VIO T T5 coy. /- " !� w/ •%t' xY AFWLI�JP SKr�.i6#4 1 ori, TfP T5 f��P, P!,aM 1 . ! if (4P Oi TED bo!.�, 'fYP %4 ;� G 3 x 3 x 4 -V/ �z *THRU \ evL'1�, ,1.fp ,..._ 5HUT Mi:';AL STUD W/ `a riT--Jl%-_ x x t .^ .. 3 OKD &TL DGGK. — - -- - - 'fAPPI �-PW of TF)U�. �► of exl$t ! I N� 5 v I �I 1 I I I r Jfl I I TS 5xSxy4 11 't C X.147 k[� Pte!N F. 4,- '2 �-- p- ZQ OGS /, I -- — ---- ^.�. .�. , i"AG� O },E Wil I F/ C 05 KN�rW P' ! i 75 6X-31K u� �r —__,�-- • �� /+ �C►Y'� �jrl:, c)Gil r , 1YP r i , DLT 6TUD!) I I -- 18 �A 4 H5 �,YeLLPP� U) STUD W/ W N 10 4.3x )x yo , rfP Q �x Wr. TFNJI-9rvM CCN 1 - F- w �A�� Lv�iJTH �A<: i,�P Ca✓,�C�HU,�4f Cr \ Z) ��'�' �T� GSL. ?�P,'�� G/.,�N N� T`,�(=' .'�!��L i' ��� C!°iJ� G�/� M i N •' TL E --( 77 Cr /A I u �•} ~ � - - l_2 X 2 x /¢ vy� /1 � TlaaU i Wvr IWtslwN Tor' cl.v" I 6tAP , -TYP ��- — WAZE.a,fsaooF NEIL-, •�N \ �X I��T -low" '/, / - \ JIALq �AAT , bEr C1CT (G, I�JP1 N01'�5 IAJ Now b 1 UO T?&A K-, 311 x 14�G A W/ I��N EPti RI��N r.al�•7 c1Y Ca U• ' Cra /-2 x 2x,/ L x1 ST GO►JG WAU. t7 or I, Goo -- - -- -- W TRV 13117 ,\ < E rdT 0 )"'.7--V 1U1t f)UI! rllttr., i)GrnirfMENI t;561100 A SUI)MI i I AL ON[Y 16200 SW Pacific Hwy Suite.X 5 0f 5 �j L x 2 x /� X11�' F NEP, G� ��.�(! t ►-I T Q P�' "('°� C I PST TO M X ! 2T USA !L — !'L. A N C=j �� If (Ills notice appears dell1'el III'm 111e JUL 0 8 1998 document, the docum.e.nt is of marginal quality. All 1C'R.O1-11'M1,11) 11111,11 11111 I'1'C111111tl�l�! , lk� �i t I�l�ill�l�t!i I t�l�l�l;llji t1►1'1�1�t�1 ! iII�I(illlll'll�lll�l�lll�I' IiIIIIIIIIIIIIiI!! Illill!II I!1!�lIN I'lifltll lill�l!!i.lill�flll Ifil�lflf i1(i�!li( IIII�INI iilIIIIIII}IIIlTu11111 1!f{1l(IiIII11111ll,fili!! 11111 d !11111,11 !I-ifll;fl Illlllfli 11111+11{�Hil I111�1111 !tli�lf{I µ1'!�!II 111111I!!II1..111 � ADDRESS: i:\records\microflm\targets\buiIdirig.doc INSPECTION NOTICE City of Tigard Building Departaiesnt: 13125 SA Ball Blvd. Tigard, Oren 9722' Inspection Line (Rae-O-Phone 639- 75 Business Ph, nes 639-4171 Inspection: / �/��t/ ✓` ��'e�%'Ty��LL��t�`I Footing Plby. Undersl. Mach. Rough-in Appr/Edwlk Found. Plbg. Top Out Gas Line FINAL: Post!Beam Stz'uct. Sen. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Pl.bo,. Underfloor w ter Lin Gyp. Rd. -Meth. Date Requested: ___Timet �AK PM Address. Permit ��/� s Builder:_ = � �c5/niYfE��' /�/• .� TRE FOLLOWING CORRECTIONS ?.RE RRQUIreD: Inspectors `,,�-------'--- APPROVED DISAPPROVED 11PPROtRSD SUBJECT To AHOVR _`—Call For. Reinep. a INSPECTION NOTICE City of Tigard Building De-partment 13125 an Ball 81-d- Tigard, Oregon 97224A��_ Inspection Line (Ree-O-Ph^^_,): 639-4175 Business phone: 639-4171 inspection: /"/ C 4j-l( ) J U / c ` ---.-- Footing Plbg. Underelab Hech. Rough-in :+ppr/:dwlk Found. Plbg. Top Out Gas Line FINAL- Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plby. Underfloor Water Line Gyp. Bd. -Hoch. Date Requested:_ !/- d� C/-,/ Time: AM PH Mdreas: e C/P(e`r/mit 1: Builder: (=k_ y2 - =�-7c/f �— THE FOLLOWING CORREGTION3 ARE REQtJIRbD2 �r Inspector:_ —��- Date: ' PROVED DISAPPROVED APPROVED SU&TECT TO ABOVE Call For 'Reinnp. Ff CEIVEf?-, TUALATIN VALLEY FIRE & RESCUE AND COMM" IPEVEWPUENI BEAVERTON FIRE DEPARTMENT Yrio' 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton,OR 97076• (503)526-2469• FAX 526-2538 April 18, 19=14 Fire Systems West 600 S.E. Maritime Avenue, Suite 300 Vancouver, Washington 98661 Re: Ernst Home Center Greenhouse 16200 S.W. Pacific Hivy. 628BA-097-018 Gentlemen.: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC.) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. This review covers the minor modifications to an existing sprinkler system in the above noted occupancy. The proposed modification is approved as submitted. Call this office for inspection of installed equipment while the installer is still on the job. Please notify this office 24 hours prior to ant:.cipated completion for field verification of compliance of altered equipment. NFPA 13 Sec. 1-11 Water flow, air maintenance, and control' valves shall be supervised in compliance with NFPA Standards 72 series by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. UBC 3803 NYPA Stds 72 An approved set of plans shall be available to the inspector at the job site at all times during construction. 1144'orAMR"Smoke Detectors Save Lives Fire Systems West April 18, 1994 Page 2 Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance_ with any applicable reyulat-ions of local government. If you desire a conference regarding this plan review or if you have. questions, please feel free to contact me at (503) 526-2469 .. Sincerely, can E. Frei. a.g Deputy Fire Marshal DEF:kw cc: City of Tigard Bu4_1ding Department / �-,�- s� jNSPEGTION NOTICE ci:y of Tigard Building Departawmt. 13115 811 Ball Blvd. Tigard, Oregon 972 3 Inspection Line (Rec-O-Pho�nee)): 639-4175 Business P 639-4171 Inspections /`//O —_—_— — Footing ?]bg. Underelab Mach. Rough-in Appr/Sdwlk Pound. Plbg. Top OutGas Line i) FINAL: Poet/Beam Struct. San. Sewer Pramiig -Bldg. Post/Beam Hoch. Pain Drain Insulation -Plumb. Plbg. ":+derfloor Nater Line Gyp. Bd. -Hoch. Dnte Requested: e7111< —Time: _ AM — PM Address: O /"T C _ Permit #t Builders THE FOLLOWING CORRECTIONS ARE REQUIREDs -- -_-- .Hort- -�---- -- _. Inspector.:„�— _ t� --_—. Dates-�� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE call For :, .nsp. INSPECTIOIN NOTICE city of Tigard Building DepartAr_r.t 13125 SW Ball. Blvd. Tigard, Oregon 9'1223/�� Inspection Line (Rec-O--Phone)= 639-4175 Buninass Phka. 639-4171 Inapoctions �-�eLdT� o��,�fL� Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbq. Top Out (�oas Line FINAL. Post/Ream Struct. San. Sewer F=aminy -Bldg. Post/Ream Misch. Rain Drain Insulation -Plumb. Plby. Underfloor Water Line J Gyp. Bd. -Mach. Date Requested:___ `� —// — �/ Time: _—AM PM / ll A")o Address:�i!'o� i PermitIV Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: 1�?'�AAZ� cle i 7y- Inspector: _ Date: PROVED DISAPPROVRll -_ APPROVED SUBJECT TO ABOVE Call For Reinap. MECHANICAL. PF:R M CiTY O F TIGAR® PERMIT #k. . . . . . . I I. . : MEC94-0100 COMMUNITY DEVELOPMENT DEPARTMENT DATE 19SUED: 011/ 1.4/94 13125,SW Hall Blvd.Tigard,Oregon 97223.9199 (503)639-4171 PIARCEL- 2S115BP--00IlZiI SITE ADDRESS. . ., 16200 SW PACIFIC HWY X SUBDIVISION. .-. . : ZONING: C•-•G BLOCK. . . .. . . . . . „ LO T. CLASS OF WORK. . :AL'T FLOUP TURN. . . . : EVAP COOLERS: TYPE OF USE. . . COM UNIT HEATERS. . :2 VENT r7HNL_. . . : OCCUPANCY GRP. . :B2 VENTS W/O APDL: VENT SYSTEMS: STORIES. . . . . . . . : I BOILERS/CUMPRLSSORS HOUDS. . . . . . . : — . . . : DOMES. INGIN: FUEL 0—.-7 I 3-15 HP. . . . , COMML. INCIN: . /UPS/ MAX INPUT: BTU 15 30 HP. REPAIR UNITS: FIRE DAMPERS'. . : 30-50 HP. WOODSTOVES. . : GAS PRESSURE. . . : 50+ HP. CLO DRYERS. . NO. OF UNITS----------- AIR HANDLING UNITS 07HER UNITS. TURN ( 100K BTU: 10000 c f m : G A LS U U T L E TS. I TURN ) =100K BTU: 10000 CJin : Remar-[(s : Ear-nst­ yir-eentioi.tse encIOSIAt'e. Owner: ------ ---------- --------------------------------------- FEES WESTWOOD CORPORATION type amet-trit by date r,,ecpt 3020 SW MOODY PRMT 4 24. 00 MAS 04/14/94 PL C K $ 6. 25 MAS 04/14/94 PIORTLAND OR 97212 5 PC T $ 1. 25 MAB 04/14/94 Phone #: 222-21210171 Contractor: SILVERLINE ENTERPRISES 15@3 ND AVE NE REDMOND WA 98052 Phone #- 2106­-885--0B4C` $ 31. 50 'TOTAL Reg #. . . 93985 REQUIRED INSPECTTUNS This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Heating Unt Insp applicable laws. All work will be done ii accordance with F .1 n.11 1 Ti S P v r-t i on approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 10 da-/s. Permittee Signat _v,p I s,s 1-t e d S Call for- inspection 639-4115 City of Tigard MECHANICAL PERMIT Planck/Rec. # �� 13125 SW Hall Blvd. jT U pow APPLICATION Permit # AP( Tigard, OR 97223 (503) 639-4171 Description / Table 3A Mechanical Code QTY PRICE AMT Job 11 1) Pormit Fee -0- -0- 10,00 Address rr _ �• '�- �► 2) Supplemental Permit 3.00 J , urnace !_ / ( 1) ircl.ducts d vents 6.00 urnace 106,000 BTU + Ov,ner e,. ` 2) incl.ducts&vents 7.50 FP Floor Fumance i ' L NO)n Tn-lz 3) incl. vent 6.00 ° 5uspended heater, wall eater 4) or floor mounted heater 6.00 f Occupant i �� rtl en no inc.in I 5) appliance permit 3.00 "' Q �P Hepair� o ea rg,re� rr -- � J ! 6) cooling, absc ptlon unit 6.00 -" w� / _ ----36ior or comp, ea pump,air cond. l i 7) to 3 HP;absorp unit to 100K E TU 6.00 "° Rifer or comp,heat pump,air cond. Contractori 8) 3.15 HP; absrrp t1.1it to 500K BTU 11.00 14 , —Toiler ar camp-Flea pump,air con . 9) 15.30 HP;absorp unit .5.1 mil BTU 15.00 ' 4 er or comp, uat pump,air cond. 10) 30.50 HP;absorr unit 1.1.75 mil BTU 22.50 hereby acknowledge that I Fave read is Ppp ica ion,that the Boiler or comp,heat pump,air cond, information given is correct,that I am the owner or authorized agent 11) >50 HP;absorp unit 1.75 mil BTU 37.50 of the owner,that plans submitted are in compliance with State Air handling unit o laws,that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, Air hanciling unit – ofease give reason belew.) 13) 10,000 CTM+ 750 Non portable 14) evaporate cooler 4.50 Vent an conn—e--Te—d— —� 15) to a single dud 3.00 -- Ventilation aeon system not — 16) included in appliance permit 4.50 . a Hood served by 17) mechanical exhaust 4.50 Uescribe wFrR new addition alteration erepair U Commercialor industrial to be done residential Q non-residential Q 18) typq incinerator .10.00 Existing use r i.ew000 sToVo,waTer---'-- building or property 7 19) heater,sdar,clothes dryers,etc. 450 Proposed use of 1 .f i 20) Gas piping one to h±ur outlets 1 2.00 building or property, -- • Type of fuel -oil r,D natural as l� LPG 21) More tl;-in 4-per outlet 9 \ O electric O NOTICE Minimum Fee$25.00 SUBTOTAL ,u. PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. TOTAL r Special Conditions Date issued by _ •.v¢a+our VA apo IIHOP ow A Y � 4 ITi '' � r 1' I CARS i I _\wc _ I AND ADOMON r �h 1 J c. E 'TWO LIAMP t„ 0 00 'I 1 -0 '7 d SThSO'9E0Si6 O.L !,83S nN 3WOH 1SN83 W0Hd TS'40 b66T-thT-ddH I i N ti j i I r � , r d 1A fl 1 - to • a I I II, CK f-1111 JON V 3i� 50 'A I 1 (.01,II IN F P) VIW 40140, (•1{1F 1,01k I I I PI 1:'I,l I Of)I V Pio/1 .4 91 FKDEP01. wny, Wn 011 V, Y MI'l 1 (41,10(R-i I I't I f I 0:10 0 CHIA."K 1'.17, E.200 C;w PW 1,0101- 01101MI PATI) BUILDINPERMIT CI� OF TIGARD PE R M 1 T #. . . . .G. . : PUP94­004 1 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 04/11/94 13125,SW Hall Blvd.Tigard,Oregon 9722398199 (505).8$9_41717 PARCEL: --- Y TE ADDREb". 1620121 SW P(-AC I F I C HWY #A S. X SUBDIVISION. . . . : ZONING: C-6 BLOCK. . . . . . . . . . : LO'T. . . . . . . . . . . . . REISSUE:—~ FLOOR AREAS­­­­­­ EXTERTOR WALL CONGTRUCTTOH CLASS OF WORK. ii-FAP111111, 4 eta F I RST. . . . :3215 S f N: S: E: W: TYPE OF USE. . . -COM SECOND. . . : S f PROTE,,'l OPEN INGS?­­­ TYPL OF CON'31*. : 3N THIRD. . . . : S N: S. E: W: OCCUPANCY GRP. TOT(AL ---- 32 1.5 -,f ROOF C ONS T-F FIRE RP.T'? :Y OCCUPANCY LOAD:32 BASEMENT. : s AREA FiEF-1. RATED: '-'TO R. : I Ii T*. :28 ft GARAGE. 5 r OCCU EEFJ. RATED: B S MT? :N IVIEZZ? :Y REOD SETBACKS-------------- REQU I RED—­­­­­ FLOOR LOAD. . . . : 125 psf LEFT: f t RGH'T - ft F11? 9PHL.-Y SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HNDICP ACC'Y BEDRMS: BAI HS: IMP SURFACE: PRO CORR- IDARK I NG- VAL[ .-. $ - 30000 Reniav-l-<s : Eat-iist .- gr-eenhouse enclosl_tr,e. Owner-- FEES WE�..'JWOOD CORPORATION type aniol-int by date t-ecpt .3030 SW MOODY FRMT $ 193. 040 — 02/04/94 94­.248474 P-11—CK $ 125. 45 — 02/04/94 94­248474 I-110RILAND OR 97LIc' 5PCT $ 9. 65 JG 03/28/94. Phone #.- 222-2000 f'I F $ 3734. 0101 JCS 03/28/94 Cont r-act or-: ---- SILVERLINE ENTERF,RISES 850131 ND AVE. NE REDMOND WA 98052 ., C $ ZiO6,2. 10 TOTAL Phone #- '.06­8135­0842 Rpq #. . : 93983 ....... REQUIRED INSPECTIONS This permit is issued vibject to the Y,egulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection aplicable laws. All work will be done in accordance with 1pproved plans. This permit will expire if work is net started within 180 days of issuance, or if work is suspended for more than 180 days, V e, m i t t ee Sigriat i-ir-e 4-" Call for, inspection — 639--4175 Commercial E3uildinq Permit Application City of T"ii and 6'\ 13121 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 ,Jobsite Address: Ir.;C1mr) KIt Tenant. # OfiiCe lase On1Y valuation: —� Pen Owner: �b /Y�� i���LY _ �►��1��}/ Address: FO3C) M tqDL!!! eZA22 Approvals R2gutred ��� �����i�vl✓i L2R. T 7Zb Planning Phone: _�.i�l_ 2 ZZQ Engineering ether Contractor: Address: ti Type of const: Occupancy class: Phone: _ Sprinklered? es No Qt-' Contractor's License # fWT72� AEIV) _ (attach r4py of current(-"on license) Sq. ft. of project: --7) Story(i st, 2nd, etc.) Architect/Engineer: qj _ Proposed use: Address: l9� 11 191- /-`Ve 14e r Note: Plumbing & mechanical plans (/VA �B/�/ — must ng permit P at time of twiidi rmit application. Phone: COMMENTS: --- --------- ------- — Applicant Signature & Phone number Received by: _, Date Received: 7 _ Permit # Account Description Amount Amt. Pd. Bal. Due 4 �� �1��`D Bldg. Pe;-i,', (BUILD) .�� 6-5— S Plumb. Permit (P. '1MB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: �— Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) _ Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) f,07�Dp c•' c',c� �h Commercial TIF (TIF-4C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) -- Office TIF (TIF O) Water Qualify (WQUAL) Water Quarib y (WQUANI) Fire Distrid (FIRE) _ TOTALS: DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE 1 .F�iti�T Adv/��Oti' _ TRAFFTIC IMPACT FEE APPLICANT: WORKSHEET Alf-_9'A;Xh CeM PeeA ?� (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: 1 3030 moD` YE ...��D CITY/ZIP/PHONE: RATE PER ?_re-IZAA0 q-1 Z0 0 Z Z 0 -L,ANJ USE CATERY _ TRIP TAX MAP NO.- RESIDENTIAL _$152.00 ;5/ 15-94 a9 io/ BV (NESS AND COMMERCIAL 38.00 SITUS NO.ADDRESS: OFFICE $140,00 lw2005Gv' (W141C INDUSTRIAL X147.00 INSTITUTIONAL $63.00 PAYMENT METHOD: CASE I/CHECK CREDIT INSTITUTIONAL OM-Y: BANCROFT(PROMISSORY NOT LAND USE CATEGORY DESCRIPTION OF USE EEKDAY AV(i TRIP RA WEEKEND AVE TAP MTE OEFER TO OCCUPANCY `-Q I Z- 30 A)l BASIS: 700 T f}1 � 71-6)^-j F,QNST t�/»F l�c�v7 ' T#/S oSt IVB J CA►_CULATIONS: _ 4(-rC1P CA Te) z � n 7: C. S. i. x 30. 5 -tic PROJWCT TRf� - ERAITON �f =_ Y T�U _�� �: g3'73yd v ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: ROAD AMT.' -"t -C.vM M L- - "-) (05(0. Da TRANSIT M4T-:/vISS IW A;S PRF7 r: CC' WASHINGTON COUNTY TIF NnTFBOOK frim tiNO .1 1 y (11 1 .1 1-60,J) I-I i. I. I I. 1 C11 1,1.11 Pit I I 1 1-:1 1'{ .11 %J P15.1 j I il.RNSU HOW 14 WJRiR 0 . I'o YlYR Iml 1'. r R A 1. 0 F F I C I V 1!�41 ON n S.E."'WI-TIJ-1 Wfl ePOSE" M. P(iYMV141 IN V P(111' (it t'l I Y 1,11, 14 1 fJjll 11 INT Pt-1.1 0 ........... ................. ....... .111-TINO PFRM It'-11'.1 9 4---0 W 1 5 AltS 1.1 LA) P 1:,* ASS T RANIR 1. V T 1.f- 'E FS 00 f !,J c, 00 SW NIC"l.r., M Hwy PAJP I Vj I I; ram LSPECTION NOTICF City of Tigard Building Iapartassnt 13125 811 Bell Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O--Phone)s 639-41\\75 Busineso Phone: 639-4171 Inspections___' -- Footing Plbg. Underslab Meeh. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lienee [ 1 ` Gyp. Bd. -Mach. Date Requested: Address:-� l V(7 G\ - Permit #32t4 n an i- - Buil.dar: TNS FOLLOWING CORRECTIONS ARE REQUIRED: JZ !- inspector: Date: "`_ '-- _ APPROVED DISAPPROVED _ APPROVP.D SUBJECT Tn AROVE !�CA11 For Reinap. MEMEMEM ®o INSPECTION NOTICF. City or Tigard Buil :iag Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Iwglection Line (Rec-O--Phones 67zutib-in 4iress Phon 639-4171 Inspection:_ �, I C, 't1 � Footing Plbg. Undorelab Appr/Sdwlk Found. Plbg. Top out Gas Line FIMAL: Post/Beam Struct. San. S•.wer Framing -Bldg. Post/Beam Hoch. Ra'., Drain Insulation -plumb. Plbg. Underfloor Wa,er Lina / Gyp. Bd. -Mach. Date Requested: > l � I Time: AM PM Address: Permit Builder: -- _ a a r ) o'2 THE FOLLOWING OORRE ONS ARE REQUIRED: i i l Inspectors PROVEi1 ^� DISAPPROVED APPROVED SUBJErP TO ABOVE call For Roinap. rr�g TUALATIN VALLEY FIEF & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Dnve• P.O. Box 4755 • Beaverton, OR 97076• (503) 570-2469• FAX 526.2538 February 14, 1994 Schroeder Architects 1940 Third Avenue, #1005 Seattle, Washington 98101 Re: Ernst Home Center Tigard Towne Square 16200 S.W. Pacific Hwy. 628BA-097-018 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Ccde (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) .specifically referencing the fire department, and other local ordinances and regulations. Plans received for the above noted project have been reviewed and are conditionally approved, subject to the following: Plans i c(erred to and examined by this office cc ntain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to ins-callation. UBC 302 (b) Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government . If I can be of any furth?r assistance to you, please .feel free to contact me at 526-2502 . Sincerr-L y, Gene Birchill, DFM Plans Examiner GB:kw cc: City of Tigard Building Department Westwood Corporation 'Working"Smoke Detectors gave lives 02-17-1994 10: 19AM FROM K M MAW & ASSOC TO .45036847297 P.01 - _RC���` .. PROJECT 1 .BARD �� ._ DESIGN,/.r, ' ., Nh� u� ENo E7 lUtWASWaaWH wIW 674.7146 LOCATION CO.IFNT- CHECK / �• 7136262PROFINNG Ec iC• 31. opoo) q /•33 tV A(,1 . ? 6.4 . DLT .�tKO . '�` IQ539 oat �teu� SAWt e- A ! b t y x 02-17-1994 10:19AM FROM I' f-1 MAI; P• aSSOC T4 15036847297 P.02 S RUCTURA;_: PROJECT DEMN SEE 1 MF,.rA,gpgta+ iiaLOCATION 4f&LCLIENT CHECK Z. l - . f!/9' LO AV � 2S /d 1 F cD PROFEs�i�G GI NEE* ��, .Coto �!-�: X ,43.�ltrh�G • - `loF� 31, 1� 2s x 24-A ® ¢ •ue `c 11.Mt►`N y tc- V /2t o 2.4'` 4.8Xf 2 = s7.6. !Js c "-v mry � 8 ` 02-•17-1y9994 10:20AM FPCII I h, i1 MAW "c. R 'JJ: TI-1 15036847297 P.0/3, p —_ __ K.Y.�•��^•• • - - --I �II1Vv�M�<vVv.� -rn.-._ ___ . _... ..._..-._. • `F'�Y 6 RUCTURAL EMW PROJECTVI�� _ t�ESKiN CWM 14eu&wa EEl tJU. IN AM6.w"SMiGTON W194 LOCATION CI_IENt — CHECK 3- _------- / G� X. z y � /S = 3•� '�' O� /� � � �. Im,el x4er" Oe . . P ��� �Ess/v `�' E,NGINEf9 � Z2 02-17-1994 10:20AM rPOM K ". MAW & ASSOC TO 1.5036847297 P.04 8 MMc WASHMMMW14 LOCAYIOt� _ ` (:I.IF��t f=� LKCK-7-1 Gf vF 600ftl QED PROFF �, �NGINfF jC,eVtW �edllc 4(4f/ C-'CM�'�O/r 2 3 JI SAP.MSW /lp"Vif-eeA4 fOLAfutov. ApG 0.7 af i 6 9 A I . 02-17-1994 10:20RM FROM K M MAW & ASSOC TO 15076k147297 P.05 �r vv,vrvr• _ _ CORRAL OULDINO $ EEl NO. E.NASIYN( MN WMI LOCATION CLINT-_._ CHECK I s' `i W . � 9PROFfr NGINff � v 4 X g'.7d-- a i -21S-73 1 Ar. GyIs 7r- /. 3 /3 7-. �y 7 -o .� 3,9 -`1/ 6 'ab • -/,4-x torn . l? ? -2 Go Construction !n.%pection & Related Tests Carlson Testing , Inc. P.O. Box 23814 Tigard, Oregon 97291 June 24, 1992 Phone(503)684-3460 #CP-7069 FAX#684-0954 FIELD INSPECTION REPOh: DATES COVERED: June 24, 1992 PROJECT: Ernst- Home Center @ Tigard Towne Square ADDRESS: 16200 SW Pacific Highway INSPECTOR: M. Yuckert #416 06-24-92: CT1 representative re-inspected welding on line 6/B listed on report dated June 23, 1992 . Found corrections to have been made and are of sufficient length and quality. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, C RASO -TESTING I C. Douglas W. Leach President MY:mrb cc: Westwood Corporation City of Tigard Peter Schroeder Architects - Michael Barnett Construction /nspertion & Related Tests 71 Carlson 'T'esting, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX#684-0954 June 23, 1992 #CP-7069 FIELD INSPECTION REPORT DATES COVERED: June 23, 1992 PROJECT: ErnF': Hoene Center. @ Tigard Towne Square ADDRESS: 16 SW Pacific Highway INSPEL'TOR: C.M. Yuckert #416 06-23 .92: CTI representative performed .reinspection on items listed for correction on report dated 5-14-92. Found corrections to have been made except for -i_em #2 at lines 6/3 where it calls for a 1./4" fillet weld by 2" long on both sides. One side is a seam weld and needs engineers approval or a correction made to get 2" of 1/4" fillet weld. Jerry with Westwood apprised of this situation. Our reports p, rtain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do riot hesitate to contact th_s office. Respectfully submitted, C, LSO TESTING, + Do' las W. Leach P sident CMY:tlt cc: Westw(x)d Corporation City of Tigard Peter Schroeder Archittscts - Michael Barnett Cons:rurtion Inspection & Related Tests Carlson Testing, Ince P.O. Box 23814 Tigard,Oregon 97281 June 22, 1992 Phone(503)684-3460 #CP-7069 FAX#684-0954 FIELD INSPECTION REPORT DATES COVERED: June 1nI , 1992 PROJECT: Ernst Home Center @ Tigard Towne Square ADDRESS: 162.00 SW Pacific Highway INSPECTOR: M. Yuckert #41.6 06-19-92: CTI representative, at the request of Westwood Construction, ran moisture checks on roof sheathing in adjoining retail area and found moisture to average at 124. ( 10%-14% range) . Also, did a reinspection of items listed on report dated 5-14-92 and found them not to be taken care of. . Tom with Westwood. was notified of this. Our reports pertain to the material tested/inspected or:ly. Information contained herein is not to be reproduced, oxcept in full , without prior authorization from this office. If there are any further questions regarding this matter, please 3o not hesitate to contact this office. Respectfully submitted, C LSN TESTI, INC. D Blas W. Leach President MY:tlt cc: Westwood Corporation City of Tigard Peter Schroeder Architects - Michael. BarnetL 17_>If 1 1 Corporate Otti;es 1511 6th Avenue Seattle,WA 98101 12061621-6700 June I.'1, 1992 Mr. Jim Jaqua Plans Manager City of Tigaud 1312.5 Hall Blvd. P.O. Box 23397 Tigard , OR 97223 Rt;• miiard Jim, I have enclosed cut sheets of the doors we had previously discussed for your files. Doer 113B - Entrance/exit from florist shop, to have key cylinders interior and exter;_or. Door 102.B - Exit from stock room to exterior, to have key cylinder on interior. Please call should you have any questions or concerns. I may he reached directly at ( 206) 621.-6891 . Sincerely, ERNST HOME CENTER, INC. Dan Sterns Project Manager New Store Construction 0 QL Op VD - -- - :3- 1-- P' N N D 3 F1' Enlarged P a HOME CENTER and Notes =-� TIGARD �OWNE SQUARE TIGARD, OR (P f- co �t► c� 3'-8' - 3B 4+ OD Y aU; R-4 I _ R RI lY r - � � t f� (O �L CL C G D 3 EQ. 3 EQ.I --+ 3 EQ. Cl ((pp � O Z N f r I> � �� « N ?i r -j tit A � D+ d I(_ N � r— t. N rn mL„ N tit NZ `Jr ( (l r- N 7D� X « Wl )U 1, 3 — D Up� � Z C» wrzz ►n �v « ►— cr tT, � no0 AA IN Vq� TUALATIN VALLEY FIRE & RESCUE t� AND ~ C_� BEAVERTON FIRE DEPARTMENT FIRM MARSHALS OFFICF 2 9 3 (503) 526-2469 — 9�4RESG POSTED. r-' ,t OCCUPANT - -2 / /�' � I CONTRACTOR ! BLDG. PERMIT 012--04cf PROJECT NAME PLAN REVIEW # LOCATION JURISDICTION: 1= Be. 2= Du. 3= I:,.'. 4= Ti 5= Tu. 6= Sh. 7= Wi_. A= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP(REINSPECTION ATTEMPTED FINAL ❑ Framing 1:1 Separation Walls Sprinkler System n® Shaft 0 Fire Dampers (Overhead/Urderground) 0 Alaim System l_.J Hood Extng Systems ❑ Conference LJ Spray Booth El Ceiling Cover � w�t-1 Other --— -- �.Q'�.-T<�•4/J'�t Q�� �-vU '•'�.1.-�'`, �n.�t.+-..L^Yh.t.'1't—��._�/ — L -,T "r-u Date: Inspector: i) ... INSPECTION NOTICE ' city of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 9792 ' Inspection. Line (Rec-O-Phn•:e): 639-4175 Business Phone: 639-4171 Footing Plbg. Underslab 442h. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gan Line FINAL: Pont/Beam Struct. San. Sewer: Framing -Bldq. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor "star Line Gyp. Bd. -Meeh. Date Requeated: )_/f6 � Time: _AM ___PM Address:�� c��''�/CJ LLi / ermit f: J Builders _-- TBE FOLLOWING CORRECTIONS ARE REQUIRED: Inspecto�: V _APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ^s1l For Reinsp. 4ptIN VTUALATIN VALLEY FIRE & RESCUE, � �0 t� AND � �-{ ~ _ BEAVERTU_N FIRE DEPARTMENT FIRE NIARSHALS OFFICE; – —~ (503) 526-2469 POSTED: OCCUPANTOPIq rum CONTRACTOR It �1 rlytilr BLDG, PERMIT It PROJECT NAME / r PLAN REVIEW 0 LOCATION I G v i ��C�� t1J�c 4 • i. �(( .r JURISDICTION; 1= Be. 2= Du. 3= R.C. 4= Ti 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL (F_C,;_,i) FOLLOW-UP(REINSPECTION ATTEMPTED FINAL Framing El Separation galls Sprinkler System Shaft F; a Dampers (OverheadjUnderground) El Alarm System Iiood Extng Systems Conference Q Spray Booth ❑ Ceiling Cover Other J_ I h /v/ 70 ITO,( bA e_-A C� \1 C_Ii,,4_ b a,t r/ A • �- U `"S 5 U� I1 011 k, J , !j ,-y- v v 1110A I C 1i7-j J, T_ Aj() sp I t _ 1 Date-� (7( Inspector: INSPECTION NOTICE r City of Tigard Buildirng Departae:.t 1125 Sit Hall Blvd. Tigard, Oregon 97223 `�+....., _. Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underalab Mech. Rough-in Appr/Sdw.lk P,.und. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer FYam' ng -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plby. Underfloor Water Line Gyp. Bd. -Nech. Date Requested: J - ' Times Gam, AN _�PH Aadreee: CZ) ' G t Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date: PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinnp. INSP4!PT ON NOTICE cit-v of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phnne): 639-4175 Bneinese Pho 39-4171 � Inspections kooting Plbg. Underelab ech. Rough-in )►ppr/.Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Bower Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. �~G_ Date Requested:______,.,.''••:� ,/ Time: _AM PM Addresst /fJc�✓LJ « , rmi� �s UL/�1� Builder: THE FOLLOWING OORRB 8 ARE REQUIRED: 00/1 Inspector• _ Dates---;�7""* J APPROVED DISAPPROVRD APFROVED 811BJRCP TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone639-4175 Business Phone: 639-4171 Inspection: ' Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found, - lbq. Top Outl Gas Line FINAL: Poet/Beam Struct. 8> levier Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line,/ Gyp. Bd. -Me-11. Date Requested: :7 xs `7 Times 11N`&-Aim Address: G' P' e -6a+.-Z Buil.dor:_'y� THE FOLLOWING CORRECTIONS ARE REQUIREDs Inspectors, Date: APPROVED D:'SAPPROVED _ APPROVED SUBJECT To ABOVE. _Call For Reinnp.