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11777 SW QUEEN ELIZABETH STREET 1 i d!A d ri S c T j^�.,►� I1 v y i 0 a` /I 77 NNW mom � - X �'� - _� �� - d��° �,Q N /co fel• !I - �C To M �x � _TA1 !j t x e L YeAl 71 zi d ` .5 a k- e 9 Al 1 OLJ c , s P 6 C � cls" �'e s • Cq ,V k; r .r, , . J � r t. y jw6Tl l.,�� l I..fT"o .fy�ia.+la'.lI_l 111•r1.1—=IIll I1 0 t 111 � 1i10 IF 1 111 '.II',r � 1rw^Y/IM.ia/� � ,.�_�.__" .p� «mr —_�—, .._,a __ ,..'.�,,�r�ar..+► I � ill � l I � ill � l I � Ill � l 1 � 1l111 Itlll � I � � Ilt�� l I � Illll � � illtl I� 1lII ) •;mow.,. ,� / 2 3 4 5 6"14 .,w�,.r.r�:.��.._..w NOTE : I F THIS MICROFILMED .: r� -a .r ,,,t;, ' DRAWING IS LESS CLEAR THAN THIS NOTICE '2T 1S DUE TO _QUALITY OF THE ORIGINAL DRAW ING - eE ez Bz Lz 9z SZ fz Ez zz lz Oz 61 91 L! 91 S ! bi EI ZI II 01 6 9 L 9 9 ti E z la��asw N .,,,�' r1�1�111111111�1111�1111�l111�1Nf�IhI111��11�IN1�IN�f11►11i�1�ft111rJ�Il�Nttlt#H#� " r.A:rh:,�� , ,.' 1#�F�I��ttI111111It1tlI11I111111IIllltil1111��I .11�111111I1i11111111i11ii{il '" �� f� APRIL 20 ' 92 r , .1 Jnr ... ,v-" a - 4. ,,...,•.r rr.. r , _ .1"' 1111 1 pll iggal I .. r ' i i.r L r r l 1 i r i i I i i � 11777 SW QUEEN ELIZA,3ETH In --KING CITY "'� TUALATIN VALLEY FT_RE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 April 3, 1991 King City Residential Center P.O. Box 1736 Lake Oswego, Oregon 97035 Re: King City Residential Center 11777 S.W. Queen Elizabeth 61880-193-000 Gentlemen: This zs a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Cade (UMC) , Uniform Fire. Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Automatic Sprinkler Plans: Plans referred to and examined by this office contain 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 installation. MBC 302(b) 2. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 3. Required Occupancy Certificate: Prior to the use and o-cupancy of the project (space.) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit . UBC Sec. 307 "Working"Smoke Detectors Save Lives s King City Residential Center April 3, 1991 Page 2 i If. I can be of any further assistance to you, please feel free to contact me at 526-250.1. Sincerely, - a I ane archil Deputy Fire Marshal GB:kw cc: Tigard Building Department John Lape, Architect m vp v I.IN a0 U r, l '''. hq•-1 m O \� {� C w GO .. o -�+ 'U to I;f `Vi Rt N t r dvcscebemn3vmron ir" iy: •••.: -=-_ �' ', t c W •r 3.. •t+ •Awl Y'�Mu �%'.'�"51.�.. MR INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-417 Type of Inspection Date Requested_____ G� Time. A.M._ P.M. Address _ _ / ��Qe .� -It - ------ - -��ermit �# Owner � � — _.-- -._ Lot #__ Builder The f0lowing Building Code deficiencies are required to be corrected: Presented to —— --- I-I Approved Inspector —'—_ ------- �� Disapproved Date CALL FOR REINSPECTION YES ❑ NO MECHANI PE.-PMT-1 CITY OF TIGA RD PEPMI T NO . ME870189 CITYOF TWARD COMMUNITY DEVELOPMENT DEPARTMENT DAI*F. ISSUL'D: I RH 13125 SW Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223.(503)639-4175 r)Rim P:lm'r.NO. 1370292 JOB ADDAES15 ; 11777 SW QUI.EEN ELIZA8E.­T'H I A X MAGA/L.01 GITY CII KING L.,11Y 1. 1 I AND USE: I 0T SIZE : ITEM NO NO WQPK 0L.ASS : Al TEPA'TION F(MINACE (1.001< AIR HANDIr"A <1.0 USE TYPE: COMMEERCIAI FL)PINACE.' 100K+ AIR HANDLA 10K CONI-) l 'T'YPF: : VN F*L_0('JR FILIPNACE: RV6FC -` . COL Ell (N7CUP.GJPP. : All. HEATER V L-i".N'r F AN VC-.::N'T' "Ei'N'T' . EDYI-01.1M IRLP/I[NIMP (&4P 1-4001) NO S'TOPIES S1-P/C110 M P '3 1.'".A.1p I INIC".11:NE PA11)P DOM DWEL.L .UNITS: f31._11/COMP 13--3011p) 1 NC I NEE 1:11 A'I*D 1:4 COM I.A.J... I YPF;. IOMP ".50 ELEC . FAL A/(:1 1 WPAIP UNI'T'S MAX . INPUT 131L.P/COMP 50+11P OTHER FIRE L)Mr-:114SI? PIPING OUILFE'T'S HIGH PAIES'"31? LOW PI:;Ir_'i.L.)S17 L __J AFKMAPKS rill I'm 119.1.111cli-Y r in . mdd ' ii (if threv. drytei-iii , irhrev. WIR.110-le.11,111 F I_-:E.S r r y D 1,1q.P C.I, PERM11, 0 $1.0 UO W 11. 177 haw F.".1:1.Z hill)w t,h Pi AN REVIA-KW *7 . 00 N E K:I.ng (w:Lty (3 R 97 P 12 A XTURES $18. 00 R 11440NIo'. 250.3 1 639--201,)8 S'1'A11.;: AX arHEP 0 N S HF.'J..I METAL,. 'I.Nl:' T 530A Nil ALBINA R A Pril.t.TiRlicl 014 9-121.7 C PHONE 1503 5 ) '28 -9P.61 T 0 14:1,'T S114AI T ON NO 1 7095 101 AL. 3 0) "10 R PU"E"APT Nil. P0821. This permit is issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes, zoning regulations 1:11EQUTPIED INSPEL.'r,U]INS and all other applicable codes and ordinances, and it Is hereby 1:1 WKWoLL agreed that the work will be done in accordance with the plans and MECHANC N.... SYSTEMspecifications and In compliance with all applicable codes and ordinances The issuance of this permit does not waive restrictive 0I HE.J.4111111 covenants Contractor and subcontractors shall have current city NAL. business tax permits. This permit will expire and become null and void if work is not started within 180 days,or if work is suspended or abandoned far a period of '180 days any time after work has commenced.It shall be the responsibility of the permittee to assure all required inspect! s are requested and approved. Per P , lyn I, Issued By T :I.X N 639-41.75 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY Or TIGAf RD CITYOFTWARD I.."EIPM1 r NO . : PI-67011.88 COMMUNITY DEVELOPMENT DEPARTMENT 0019014 13125 S.W.Hall Blvd.P O.Box 23397,Tigard,Oregon 97223.(503)b.q-4175 DAIL ISSUED : I/;.?P./f3a op-9p- JOR ADUPESS : 11777 $114 ELIZABETH 1 A MOP/l O*T SUB : (:;I I'Y (.)I:- K T NCd 0 1. TY I T 3 HK LANU USE: I OT SIZE ; ITEM: NO: NO: WORK [.X-ASS ; Al...'TERATION WATER CLOSET T 11 A 1::' USE TYPE: COMMEPCIAI URINAL SKFL.OW Pl'-IVN*TP ("ONST I'Y P F.:' 1:F'P LAVOWAI DRY TPAP 1-41ITMEP O(,X,Up .(IRP 1•'11 TIJN si-iowrn GPEASIH: 'MAPS 17:1:S: (*.vAR13AGlL.' DISPOSAL. NO. STOPTES : I WOSHING MOV:111NE. 3 DWELLAMITS : LAUNDRY TRAY BI D13. 101PAIN (01A FLOOP SINK I SEWER (FT) WA1*U.'.P HEA'(EN SIOPM/PAIN (F-T' L 0 T'HER I'4-MAPKS : King (1ity Pouilcil :i. cntr . ccinv . :,.r tcl 1i;11.111(lry I-in . o FEES : W N FI L)r P MT T' E 1.1.777 SW R King City CIR 9,722/1 F*I'M U PE S PHONE (503) 6841-4008 5 T ATE 'T'AX 411. C N F'OWLEP LARRY T R PA('- WC:ST C A POarl X 1.0"56 T b Cl I-cl UP 9'11P-24 PHONE 1503) 6-48-64(41, PLUISTPA1 ION NU 502-41 TO AL. : 1111,131 50 This permit Is issued subject to the regulations contained In Title 14 REMEIPT NO. --'x(20C4 of the TMC. State of Oregon Specialty Codes,zoning regulations ....,...._.........„..w. and all other applicable codes and ordinances, and it is hereby 1:11EQUIRED INSPE11,-1 1ONS agreed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and FrUN!"ITINIG ordinances The issuance of this permit does not waive restrictive PIL.M .UNDEnst AS covenants Contractor and subcontractors shall have current city VIL" "I'OP(N."T business tax permits This permit will expire and become null and GYP. r-.1OAA0 void if work is not started within 180 days,or if work Is suspended or t4E('.HANGl- . SYSTEM abandoned for a period of 180 days any time after work has commenced !t shall be the responsibility of the permittee to assure SLAB all required Inspections are requested and approved F TNAI.. .rm .e Sig lure Issued By G,01...i F"OH 'ENF51-1k.-T-TJON 631? 41. 1,5 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CA BUILDING PKI411141'r PI-i-PWIT NO , BI_1870a9p CITY OF TINA RD CITYOFTWARD COMMUNITY DEVELOPMENT DEPARTMENT 00" OATE. IS'"WED 1/19/80 1,31255W Hall Blvd PO Box?3197 Tigard,Oregon 97223.(503)639-4175 1-`P T M PM I N0 0702W.1 JOH ADDPEG5 1 .1 1 W QUEEN EL.I ZABE Y 1.4 IOX 0K 1. AND LISE : 1, L)I blzr-,. : VALAJA1 :CON . W ej ,000 FRONT-. REAR : WORK CL.ASS : Al.-TEPArlON DWEL.I.. .UN i*r s L.KFJ : RIGHT : I lCill, T,yPr - (111MMEW, I m,i tir-i'mnooms RX-t -WAII. CONF. 11 CIINST . TYPE: VN NO . 8A,rHS : N S W . ("P[-) P11 PROT NV-c; OCCUP.L.OAO N: S.. E: W. tal Al AWA NO . 9'raRms : I IST: 136 ROOF CONS'r : FIRE' RET 7 1-11F.".11[31-41 . P.ND; A[ZEA SEPAD"( PATF-:D . SASEMENT7 3RD : OCIICUP. SEPAP7 AA rED: Ml:'ZZANINr:;:'? SASEW1 FLOUR L.OAD: GARAGE : F10E SPAKLP? A1..ARM7 r.L.Ow(GPM) UL I L'GI 7 1­4F.At TYPE: : HDCP-ACCEG'--'l,7 PL.A N C H k;("11" 0Y J h j REMARKS : I-, illlg CJI-Y PRISFAJF" OF NO (j.F linen c-llomc-t, tf:l ww,4,hr-ir-/fJryvr- r-nimm L..AST REISSUE— Orm.poil- . L..arry H $44.30 W I r3w (:l1 lwfh..I I i Z st,k)"t I I r4L.V1 t:.W N $88 King Gity an 97peAl F_ TRE OF:PT $17.80 PHOW (503) 1 All: I AX OTHER 0E.Vt-''LOPMC-N I ("HA WGE.5 C 0 so(:"(1-STOPM) ,1-, 2 9 5, T R PDC(* I A I P 11-H.P A 1.E) 6 $28 93) C T 0 TOTAL. : Y .53 r&_'CA'.Ir-:'f NO . This permit is Issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes. zoning regulations and all other a,;: ,cable codes and ordinances, and it is hereby FPAMING agreed that the wurk will be done in accordance with the plans and specifications and in compliance with all applicable codes . .1 N!"'iI.R.6*1 TON and ordinances. The issuance of this permit does not waive restrictive GYP. 80APD covenants Contractor and subcontractors shall have current city 11`- T WWAL.L., business lax permits This permit will expire and become null and MECHAWL. , SYSTEM void if work i3 not started within 180 days,or if work is suspended or FIIA3 LINUF14SLAH abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure ISL U VOPOIJ I all rricItilred Insnections are requested dAppr oved S 1'..A W iU5F+'..ND . C F1TI_JN(3, 0 NiF*P1111111 F 1WIL. f, nilt Signaturfa *fit% 1•ritq C.1 -1-1-I'lirid By -4b GAIJ FOP 114tiPFECT SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE -�� �� � f� � ox �� � s r l.1 a ----- - --- _ _ I Y V1 \ ------ !L' v - r iro UL r s d tkL� 1p I �� � c � �-� h � wTl" � � 11`,� rn M -;� �1 � � .�;QN �w E �j� —'-a � � � � K CJ CL l`r �o �, a � a � _� r � � �� c-, �—�_� :� /�e� � i Y /.— �� � � � r,��i ly, 3 � �-, � _� y R ,�, � N � 3 ' s N N 7 W `s� s`1 g \ L� _ � •� � � -�' � `-- � N �;, � N �. \_� _,. � V N Y3 y. lW '�/ CITY OF TIGA RD Decen.ber 17, 1987 OREGON harry Draper King City Residential Center 11777 SW Queen Elizabeth King City, OR 97224 Project: Laundry Room Remodel Dear Mr. Draper: The plana for this project have been reviewed for conformity with applicable codes and appear to meet code requirements. We will, however, need additional details on the plumbing additions and the mechanical venting system to complete our review. For the laundry equipment, we will need details for drain connections, type of fuel for heat, and venting connections. For the dryer exhai;at, we will need construction details on the duct system. If you have any questions, or if we may be of assistance, please contact us at any time. Sincerely, 1/ im Jaquf�- Plans Examiner cs!2349D 13125 SW F kill Blvd.,P.O.Box 23397,Tigard,Ore( ,n 9;223 (503)639-4171 . — ram. 949z: 14 4,aU-4 My 2x 4 �vriw`v/y/b"G�f 1• owe =19 �F..��� �iC7R� !�J l.lr I I•-b'i i APPROVED FOR CONSTRI.I(PTION CITY OF 'ICI KID �rqp C� SITE �,UUF;L�aI/77I�1/ �� -----TITLE _DATE146W I I! I A I Ti I I' t ` 11 1 ON rK I %V Tilt A19 ! � S! i � v raalai* AMY& P.O. BOX 127•TUALATIN,OREGON 97082• December 9, 1987 Mr, Larry H. Draper King Cite Residential Center 11177 S.W. queen Elizabeth (ling City, OR 47224 Dear Mr. Draper, RE: King City Residential Center Laundry Remodel, Fourth Floor A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and Uniform Fire Code (UPC) as amended by Tualatin Rural Fire Protec- tion District's Ordinance 86-5. The plates are approved subject to the foll.o•,Jing items. 1 . One-hour Construction: Gypsum board used for the new wall sheathing shall be Ue X, 5J6-inch gypsum board. (Uniform Building Code Chapter 43) 2. Penetrations to Adjacent Fire Walls: The exterior walls and projecting elements above shall be of not less than ]-hour fire r.Esistive construction for a distance not less than the depth of the projecting elements on both sides of :Area separation wall. Openings within such width shall be protected by fire assemblies having a fire protection rating of not less than 3/4 of an hour. (UAC Sec. 505(e)2) The above is a quote from the Uniform Building Code. It is noted on the plans submitted that the dryer vent will pene- trate through a wall adjacent the termination of a two-hour area separation wall. This needs to be revised to comply with the abe-,.e. Mr. Larry H. Draper December 9, 1987 Page 2 3. Mechanical Equipment Approval: All heat producing and electrical equipment ancdappliances installed in conjunc- tion with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's specifications. (UMC Sec. 502) 4. Firestopping: In all wood-framed walls and partitions, fire- stopping consisting of 2-1nch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must he packet: with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) 5. Approved Plans on Job Site: One set of approved plans bear- ing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to build- ing and fire inspectors for reference during required con- struction inspections. (UBC Sec. 303) 6. Inspections Required: Inspection and approval of construc- tion by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will U• congealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy cf the tenant space. (UBC Sec. 305) SPECIAL. NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY•-APPROVFD PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. r Mr. Larry H. Draper December 9, 1987 Page 3 If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, TUALATIN RURAL FIRE PROTF:CTI N DISTRICT gene Birchill Building Official ssw cc: Tigard Bldg. Dept. District Inspector rsa � 1 GITYOF TKARD No. 27769 13125 S.W. HALL BLVD. P.O. BOX 23397 TIGARD, OR 97223 Date-.. R7 -- I Name --- Address --V--�� - -----�-- I_ot BlocklMap 1Subdivision/Address Permi -- - - --- _ t!1's Bldg. Plumb Cash Check 7 Sewer Other OtherRec. By j Acct. No. Description Amount 10.432 puildin Permit Fees - 10.431.800 Plumbing Permit Fees 10-431-801 Mechanical Permit Fees 10-230.501 State Bldg. Tax - 10-433 Plans Check Fee _ 30.443 Sewer Connection 30-444 Sewer Inspection - 51-448 Street Syst. Dev. Charge 52.449 610 Parks I Syst. Dev. Charge { 52-449.820 Parks II Syst. Dev._Charge - 31-450 Storm Drainage Syst. Dev. Charge 10.430 Business Tax ---' - 10-434 Alarm_ Permit 10-227 Bail - 10.455- Fines • TrafficlMisd/Parking -� 10.230- CPTA TrafNclMisdlVic. Asst. - 10-458 Indigent Defense - - - 30 122.401 Sewer Service/USA -- 30-122.402 Sewer Service/City 30% - 30.123 Sewer Sevice/City Mai'nt., 30.125 _ Unmatched -- 31.124 Storm Drainage -- AO.47 e ancroft Prin. Pymt. - ' 40� ancroft Int. ymt. TOTAL I', �► DEPT. BUILDING PERMIT APPLICATIONI .a KI�Gt:.'iTY DATA- — ---„ 9 �_. 1365 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT F01 THF WORK HEREIN INDICATED 13UII DER PHONE fi2Ai�.G� Oil AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE cir 4ix® OWNER KC Rnn . 'tr. JOB ADDRESS 11777 !,"-4 QueLm Elizaboth LOT NO. -Z 1-iuc?[',=- ARCHITECT ENGINEER BUILDER `tam. ADDRESS scam DESIGNER STRUCTURE EY NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE I-] DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDJCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO 1XXAR PORT ❑ GARAGE O STORAGE D SLAB_❑ FENCE OCCUPANCY _ M1 LANDUSEZONE BLDG.TYPE _ ° FIREZONE—__—PLAN CHECK BY RC2HEAT_ Crnst-rvct 5 carport buildings, all per appy resod plans. _^ 01-583 sq.ft.j #2-977 sq.ft. 113.488 9q.ft. =#4-992 sq.ft.; #5- 450 sq.ft . _ SEWER PERMIT# OCC.LOAD FLOOR LOAD _ HEIGHT 1:3 NO.STORIES 1 AREA NO.BEDROOMS_— VALUE 70, BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHTSIDE Permit 34 3•00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING X77-�� REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Pian Check WORK WILL BE DONE IN ACCORDANCE WITH THE OLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCE,.. THE ISSUANCE OF THIS PERMIT DOES, NOT WAIVE Sub-total _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1 *y LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC Total579.67 7 PDC# APPLICANT R AGENT By _ 222_95 � Receipt No. �`I" Approved” ` it. r 050 (i10e ADDRESS ----- - — -- — ---- - PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE -7 —C—ontractor Permit No, "XI Rough-in Fixture CIA- Final HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk ("urb&Street Final Approach SLOG DEPT FIIN —TEMPORA—RY CERTIFICATEOCCUPANCYOCCI-IPANCY ICERTIFICATE OCCUPANCY Final Landscaping Zoning Final ............... INSPECTION NOTICE k1— City of Tigard Building Department P.O. Box 23397 Tigard, Oeegon 97223 /L D Phone: 639/-.4175 Type of Inspection Date Requested Time—A.M. a.i P.M. Address _L1_ ) 2 7—e—KZ -� �I 7 Permit # Owner 46 C�� 'Z (i Lot # Builder ._- ---The following Building Code diriciencies are required to be corrected: 4�1 ,.. i Presented to ---- _. — — — �' Approved y Inspector � �.._� _— � Disapproved Date. --- CALLOR REEIA PEC ION [� YES h'NO aef w II 7 SIJ 00 r d o0 cv D 1 I cv Gn LnLLI I m z CD w �. •� w J I^ 1 X LL. ac z o o w o I LU cr �J �� r Q Q v `, �` 3 o w �C aul �ttvnn F- ro It a W I 4 � W \ W L, a- J ow orY o r� �- o ( I LLJ Ir ~ o w u C:) L'i W a f- W � �x I, W LU wco � - H (� o Y -T// Qcr- � JZ W a = ZEw 4 Lo a � I *M. m �� H L) U I H w it � � ` J I `-Io�o1L d (Y 7J PCZ LI,��i3 C h p y� y rrvv O I W I.L ♦ i w I 102 W 0. F-W..dlal�_1 Emma 0 V) C L W 0. UJRI w a. La Q 'd`W t I''=)W tai �oQ�'yy��pad 0 Q o by O1=-UfSJWs d_°C lup ash %oomadoul Jo. Construcdon Imp rcion&RCh(rJ n.%1A Carlson Testing, Inc. P.O.Box 23814 Tlgsrd,Oregon 97223 Phone(503)684.3460 July 25, 1986 #CP-2881 King City Residential Care Center 11177 S. W. Queen Elizabeth Drive King City, Oregon 97224 Attention: Mr. Bob Cook Re: Soils Investigation King City Residential Care Center Parcel "B" & "C" (men t l.emen: At your request, a soils inventigati.on was conducted on Parcel "B" and "C" at the King City Residential Center in King City, Oregon for the prq:)osed construction of light frame single story residences. The investigation was corxiucted at 3:00 P.M. on July 23, 1986. Using a backhoe, four (4) test pits were dug on Parcel "B" and three (3) test pits were dug on Parcel "A". The approximate location of the test pits are shown on the attached surrey drawing of the area. The sub-surface findings in the test pits are shown on the attached soils lags. A review of the soil logs indicates that the areas lay adjacent Lo or border an old settlement basin from Tualatin River overflow. Alchough the areas have been leveled with the addition of fill, the original ground slopes up to the westward. The test pits indicate that areas to the west on original ground provide suitable bearing soils just under the surface topsoils. Suitable bearing soils lay under deeper layers of organic silts as the investigation moved east frorn the original ground. To provide suitable support for light frame construction it is recamlended that slit trenches be dug through the black organic materials to the firm brown clayey-silts below with the silt trenches backfilled with 1�"-0 crushed rock compacted to 90% maximtm density to an elevation a minimum of 24" below finish grade. The backfill material should riot have over 5% passing the 200 sieve. 19le slit trenches must be a minbnun of 24" wide with the sides kept as straight and clean as possible. Continuous footing may then be placed on the compacted crushed .rock and may be designed for a maxiinm of 1500 pounds per square foot. Crushed rock placed in the trenches in ground water areas [nay be compacted just sufficiently to consolidate the material without pumping in-place soils. The compaction of crushed rock so placed may then be slowly increased to attain 90% density within 4 feet of final elevation. Kioq City Resielcntial Care Center July 25, 1986 Page 2 Engineering and consolidation testing were neither requested nor performed. If there are any further questions on this matter, please do riot hesitate to contact our office. Very truly yours, CARLSON TESTING, INC. - 1E'Frr IN � r 898 y�1 DDZ:lIo i SOIL LOGS ova,//( I r't �f S� O�tiriAL �ftiT�,2 -- � I/A 9 C.E L C " NO 1 NO 2 NO 3 _ BROWN c�ti4y rop Sol— I r',2ow... Z SITS - DILL \ -4rLo Z ES Rowti r4 Z SILTf 13 LA c IC OQG�1 rv1C + + 131.V kk pr �,prvl 6-- S►� TS So r i a.��' F12.►^ gL�£ S S(L1-5 w ?~ Vl C L4 rR�£ JI.+,%eS -)Z- S� t0 Sl�ti 9•RA/ 14 to u! tL D1 u cV r 4! CD s NO 4 _ NO 5 NO 6 a Z - 3 3 — 3 _ 3 If — + ._ 4j S 6 t o.... t /a is t� fC Carlson ksting, Inc. 7• z�• �G I'.O 11ot ?3814 Tigrrd, Orrpn 97,.3 s � SOIL. LOGS Ki,vti L1TY I�fsir)trvi 1�4L �,v;E!/� NO 1 NO z _ NO 3 pi 0 g�ouin� f�1 ARGA,1(( lap 900L82n� �lgyfy•S — r r«L, 2 C"41.y • SIL r 2 / vJr2_y a 97 64H sIn a�ec.A —IC_ 3 3 C"y c y S �L 7 a,l /Z.o C(- 4Fr2''^ st + ,4N ry f3 C K OR:A « + C(_4Y 6 C_k4 ORCaAu AA /�� a�•v cr-MYE7•Sr�rf Sz �0 to— m O N t M b r N ID NO 4 NO 5 NO 6 _c moo. •— w ri 3 3 — 3 1 — 8 u1 c + " 4 . S S 5 S(LT ,oar F12f"` 6Qti C►,.4y�y-sic�s IS S� wai 1 e- TAilLC Carlson 7cstiiig, Inc. P.O. Bo% 2.1914 • Tigard, Oregon 972 i if a o- + � +�i a5• ., ,..,. .� „' 111 fi �,..tn 6� j� U Lr, s 4. r E u y a ' � � u aG 41 ao� a oo1-4 u ro N o V u .4 m a0 vw b '� u .$ n N : S = a y o m ►. p `./ � j -4 tn C11 -a 1 � r r I Tualatin Fire District Inspection Notice 8405 ;.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Namur_.___ Address ,&/ -7_✓ 7 Pursuant to Section(s) of adopted codes, the following item(s) require correcting. ------------ Date: Inspector ' CALL FOR REINSPEC ION i OR ____ BUILDING DEPT. NEW INSPECTION NOTICE City of Tigard Building Department i 2420 S.W. Main St. Tigard,Ore gon 97223 Phone: 633.4171 Type of Inspection Date Requested Address — 7 7Time G-�"A.M. P.M. - Owner Permit # _ _� / _ Lot # Builder The following Building Cort deficiencies are required to be corrected: t-z r�-7 Presented to - --- Inspector Approved-La__ ----— `—_— �[- Date I Disapproved CALL FOR RFINSPFCTION Cl YES [--:] NO 00 I as r U a+ I t o a a, U JD p 13441 1 a vw 0 Q H Oc A '—' w v H L L 1 �t i t N I ,o pkv H � bQ a y 1b f T� to f tkc w W g ±y 04 a I: S a I INSPECTION NOTICE City of Tigard Building Department 12.420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection [late Reque,ted Tlme_ A.M. P.M. i Address [11 / `��'�J dice J � � �permit # _ Owner_----------- -- Lot Builder 1 The following Building Cele deficiencies are required to be corrected: r Presented to Approved -- — InspectorDatp [] Disaporoved I CALL FOR REINSPFCTION i Cj YES XNO j R MEMORANDUM CITY Ot IIGARD 10: File '� i t ROM: Brad R(j;,,*C, Building Inspectuv� ;UHJEC',"T : 2 Noir arra soparation wall. construction King City Resi.de.ritial Center. DA July 24, 1995 Fvami ny problems prompted a meeting with the City buildi.ug Department, h.ialat.in Fire Distrk t (Gene Birchel.l) and the Contractor. After reviewing the situation it, wag agreed the walls would be constructs(' as per the attached d raw i rig. (1fi51P) -1-�LL-L LliNYA51*7 -5"P #')K A=l I ^R EOCIIT 11-1 P,L L- 7-r 1--0 J6 MRS AvrR k yp BUILDING PERMIT APPLICATION KING CITY DATE- - ----,19 -- I HF dNDERSIGNED HEREBY APPLIES FORA PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OI.. AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE-__ OWNER _LnS City PASS Con4mADDRESS _ 11777 SW Limen Fli>.^ ',eth^ ARCHITECT ��nn ENGINEER BUILDER_ iC @:re ft*F.�e!!!#6eHA�ODRESS DESIGNER STRUCTURE Cl NEW ❑ REMODEL ❑ ADDITiON ❑ REPAIR 11 RENEWAL I 1 FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL 0 a0V'T ❑ RELIGIOI IS ❑ PATIO El CARPORT 0 GARAGE ❑ STORAGE ❑ SLAB f._1 FENCE OCCUPANCY LAND USE ZONE __ BLDG.TYPE _FIRE ZONE_ . PLAN CHECK BY HEAT isistall Fire Sprinkler System abb per apprav*d Plans am) Cade requirements. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIG14T _ NO.STORIES 3 AREA. 9635U NO.BEDROOMS VALUE .19 g U0 U- BUILDING DEPARTMENT SETBACKS FRONT 5161; WAR', _ LEFT SIDE !' RIGHT SIDE Permit 4U3.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK JILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINAP'CES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 4U3.,)U RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 16. 12 LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. Total 419o12 SDC— By DC—By Q, _ PDC# APPLICANT OR AGENT Aecelpt No. Approved ETW ADDRESS ------iHONE DATE INSP. TYPE INSPECTION � REMARKS PLUMBING DATE -f _-- —_ — -�^�-- Contractor Permit No. ------- -- ------ -- — — F i x t u Final — HEATING Contractor Permit No. Gas or Oil --- _ Rough-in Final�� SEWER ` Final —_.—� -- --- --- DRIVEWAY Final — Storm Drainagr (Rein Drain)Final —_ I Sidewalk Curb&Street Final Approach BLDG. DEPT.FINAL TEMPORARY _ CERTIFICATE OCCUPANCY —�CERTIFICA?F_'OCCUPANCY „r Flnal — — /pl�5`d7 Landscaping Znninq Fina, i CommunicationsCS & Security, Inc. JUN ° q 1985 �L �'��,►ir. tL .?�cT Communications Key Systems PABX Systems i Paging Systems Data Systems May 31, 1985 Security Commercial Residential Marie Williar i.s Fire Systems Deputy Fire Marshall mr-dicol Systems Burglar Systems Tualatin Fire District Closed Circuit PJ P.O. Dor 127 Tualatia, Oregon 97062 Dear Marie: Enclosed are spec's on the outlet boxes we propose to use at the King City Residential Center for your file. They are two hour rated. Respectfully yours, � I Laze deVries Manager Enclosure• an ; ', N ^ f . Stoyton: 769-7388 `"b"d'ary or Salem: 581 -.0 iyfon Cooperntive Tel--#one Compony 475 North Seconc' Ave., post Office Box 477, Stoyton, OR 97383 r r I .M. � D D D D M U.L. Classified Compare these � and ICBO Recognized* exciting features ---Exclusive Molded Threads with any other Withstand repeated use box on the -Rigid, Phenolic market'. fv � Box Material Eliminat,s Cox distortion Gauge Marks ' for easy nail up in �\ the right position Complete Line of Mounting Means Side nails, angle nails. Exclusive �> bottom nails, brackets, Plaster Seal bar hangers Keeps screw holes free of loose debris Concentric, Easily;., Removed Knockouts uiy� save time and energy 'For 2"m dr less firewalls of wood stud cx gypsum board When you get right down to it, features and a 450°C heot rating pfOvide you the spell the difference between good and safety you want to build (Fib your w � ork. mediocre value. Sylvania's multiple mounting means, cable A box is a box . . . until you're faced with clamps, plus built-in exclusives like the Installing it. Then Sylvania features can plaster seal that keeps screw holes clean, mean money in your pocket, confidence save you time and money during Installa- in your work. tion. Sylvania offers several designs to give you Ask for the features that mean labor savings, NY the box that fits the specific requirements safety and trouble-free service — the of each job. Ul. and ICBG firewall ratings Sylvania Superbox features. 1 FEATURES Phenolic Boxes • Will not deteriorate because of atmos- Fixtures Exclusive Plaster Seal pheric conditions,moisture or sunlight • Gouge Marks 0.1 Boxes Assure EasyAccurote Attractive line of insulated,non•stainUYJ - • Prevents loose !febris or plaster from Nall-Up on Studs Ing, noncorrosive outdoor fixtures aw getting into r!wice screw holes • Enclosed and gasketed. Suitable for • No cleaning tool or retapprng required Meet Federal Specification WJ-805 wet locations. Exclusive Molded threads All iter .s are Ul.Listed unless otherwise noted. • Hea!•resistant globe gaskercci for moisture seal • Assure good thread even when devices • Designed for use In severe agricultural are changed several times conditions • Ad in fixture support when octagonal • UL I'sted boxes are used 0. 150*C Neat Rated • Eliminates fixture dropping from box f ^. .- , Fittings due to heat build-up • Allows boxes to be used in firevmlls • Insulating portions molded or rigid, Firewall/Fire Ceiling Rated Impacf resistant Phenolic, UL rated ,,-- 1501C • ILClasslfiedcindiCBORecognizpdfor T *"'"` • Wide insulated lip offers maximum 2 hours or less in firewalls/fire ceiling cife1�'siAr"rV�ly11 protec'!--1 to wire wood studding and gypsum board ��id,l ? ljb3 • Fish lope will not cut or distort lip when Concentric,Easily Removed Knockouts pulling cable • • Clean, sharp thread of molded • time and labor Phenolic or metal offers easy in- stallation Energy efficient, cut down Incoming �___ and removal drafts - • Zinc-plated metal portions are com- Stainless Steel Fast-trim on Selected Boxes potible with aluminum cr galvanized • Saves time,allows contractor to shave conduit device into the box • Now grounding J-lugs—approved for • Stainless steel is non-corrosive use with aluminum or copper wire—fit any size grounding wire usually found Rigid Phenolic Box In that conduit size range.J-lugs rotate • No box warpage or distortion 360° for easy wiring. • Impact resistant, unaffected by most - • Set screws assure excellent contact acids, mild alkalies, salt solutions or —� with conduit and ground wire organic solvents - • UL Listed Sylvania Superbox Installation System TI Ie':.;glvania 5uperbox line-up of non-metallic boxes offers the size,shape cubic content,rugged and resistant r:onstruction,and the widest possible choice of mounting methods that help you put the right box in the right Blare,faster and easier.And to top it all off,the positioning gauge marks molded into each box let you see and feel the way to proper box placement, meeting NEC Section 370-10 requirementsrs. kNth Sylvania boxes, you're sure of a permanent installation of the right box,done with an ease, speed and ac!,uracy that can't be beat. 1,A l � ' I Fbytroning k, ��• l Maks "\x\ �� / ibUtionirpV C111'K111 `` orb r Ponelkq \ Pmtk nnp Gape Maki Gap•Marks Rx y..drywol kx W'Paneling Gauge marks allow you r• �' s1 to spe and feelproper kx v: PaneUro box placement- Quickly - Easily. "��• p �i Gouge Mark% .. ,h..aMvaN . f , "W"am)"Mark%kx"v.dr?.UN � r INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. I igard,Oregon 97223 Phone: 639-4171 Type of Inspection i Date Requested—__ 5 /- Time X, A.M._—�F.M. Address L�S� Permit -- 7,'��?� Owner Builder _ i 'The following Building Code deficiencies are required to be corrected: I -- - l _-- Presented to _— A�— Approved -- InspectorL % ; —_ _� L� Disapproved 1 I Date CALL FOR REINSPECTION L rea l No ARCHI ARCHII ARCHITECT, WILLIAM— N. KEEFER L r �`S Architect /Consultant /Planner NIcNTAI INSTRUCTIONS 1906 Broadway,P O Box 1390 'lY RF.SIDINTI.AL CENTERVancouver,Washirgton 98666 : #8426 (2U6) 694 4911 DAIS: April 29, 1985 S.I.# Fives PagpS TO: KING CITY hRAP4:R REEHFR JOB SE-f KEEPER the work is to be executed in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents witnout change to the Contract Sum or Contract Time. Prior to proceeding with the work in these Supplemental Instructions, indicate your acceptance of these instructions for minor change to the work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: UI MI Nf�T I O N OF HEAT EXCHANGER DE,SCRI PT'ION BY SHEETS l ) Sheet #1 Note location of new mechanical room - See future dwg. for plans. 2) Sheet #2 See future SI describinp ,mechanical_ room. 3) Sheet #3 See Sheet #9 for changes at rocxn 435 & 436. 4) Sheet #4 & #5 No change 5) Sheet #6 See sheet #9 for changes at room 435 & 436 b) Sheet 7 & 6 No change 7) Sheet #9 See enclosed drawing of changes to rooms 435, 43ti, & 438. Add door IOTA/EIO & 103A/B323 Locate walls & doors as shown Coordinate with kitchen drawings Delete baserw.nt & steel grate floor, steel_ ladder & pipe rail. IS dressing are' to room 438 J , ACCEPTM BY: C•.{ fln, WILLIAM N. WTEX KINI, C111' RF -NIIA, CUTIFR DiA'I E KING CITY RESIDEM'IAL r "TER S.I. #13 April 29, 1985 8) Sheet 10, 11, 12 No changes 9) Sheet 13, deletes toilet room 1/4" 21'-0" drawing and room elevations 2/14, a,b,c. See sheet #9 for charges to room 438 toilet room and coordinate with kitchen drawings. 10) Sheet 14 Room elevations 2/14 a,b,c, delete. 11) Sheet 15 Delete mechanical penthouse plan. The compressor tank & chiller to be relocated to new mechanical room. See site plan sheet 1. Delete door 901. 12) Sheet lb, 17, No Change. 13) Sheet 18 Sc_e pi ovious changes, GB--1 March 15, 1985. Supplimental draving to Sheet 18 dated Feb. 2b, 1985. Delete basement. Delete details :/18, 2/18, & 3/18. 1.4) Sheet 19, 18, & 20 No change. 15) Sheet 21 Roof Framing Revise penthouse roof framing to include the elevator shaft & mechanical shaft only. See revisions to detail 9 on Sheet 29. 16) Sheet 22 Delete mechanical room and door 901 . Section A/22 delete cooling tower and mechanical roan around cooling tower. Leave elevator penthouse and mechanical_ shaft. 17) Sheet 23, 24, 25, 26, 27, 28 No change. 18) Sheet 29 Detail 9/29 - Delete double concrete slab 19) Sheet 30 Detail 15/30 delete ladder at basement. 20) Sheet 31 - No change. 21) Sheet M1 , M2, M3 - No change. 22) Sheet M4 Delete mechanical basement Re-route piping to heat pumps to new location of boiler & chiller in mechanical rcxxn (See site plan sheet W. Relocate gas water heaters as shown on revised drawing of Sheet 9. Relocate recirculation pimps as required. Relocate boiler. & recirculation pumps. Delete storage tank & plate heat exchanger. - 2 - KING CITY RESIDENIIAL C`"NTER S.I. #13 April 29 1985 23) Delete boiler room plan lower & first floors Detail. 1/M5 Delete mechanical penthouse plan detail 2/M5. Relocate compressor tank, closed circuit cooler, boiler, water heaters, 24 x 10 CA air exhaust, pumps, etc. as shown previously. :gee revised plan sheet 9 and future mechanical room location Sheet 1. Delete storage tank, heat exchanger, heat exchanger. pump P-5, floor drain, sump pimp, and related piping and controls. 24) Sheet M6, M7, no change. 25) Sheet M8 re-route hot water and condenser water piping to new location of boiler & cooler. 26) Sheet M9 Delete storage tank, heat exchanger pump P-5, floor drain, heat exchanger, and related piping arca controls from hot water & condenser piping diagram. Revise diagram to show new location of boiler, comp. tank, and closed circuit cooler. 27) Sheet M10 Delete details 10/M10, 11/MIO, 8/M10, 12/M10 28) Sheet Mll Delete Detail WWI 29) Sheets El, E2, E3, E4, E5 No charge 30) Sheet E6 Move cooling unit tank and electrical panels to new mechanical_ room, see Site Plan Sheet 1. See sheet 9 for revised electrical main board rocxn. Add light fixture type B attoilet room. See Sheet 9. 31) Sheet E7 - No change I i i •' fi 014 .00 T' _._ �' c4 � •�' O c7P1 O *LA. Z Va ••y ��. � \. • , i. . . ; . • ��� �i�T MCS 'd, «os J KI RESIDENTIAL NG CI S CENTER ARCHITECT CONSMIANT PLANNER VANCOUVER WASHNGTON _4 w tiu�.eT�u r7----- �1 10=x• 7 'G#it K 1144W �f�Y lby o TM� - 4PA l ` • Pott A cs.4"660 Wt W►�t R�a�s ►•� ,er Y KIN RESIDENTIAL IN G CIT . _ CENTER 2�/���•% ARCHITFCT CONSULTANT PIANNFR VANCOUVER WASHINGTON i INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main Tigard,Oregon 972222 3 L- Phone 639-4171 Type of Inspection '— / �< `S _ A.M. lr P.M. D:+tP F�rtmrested— Tim. Address �� %'� 7 �► Owner Lot N Builder The follovA ng Buildinq Code deficiencies ere required to be corrected: L i -- a 1 I Presented to �i Approved ' i Inspector ❑ Disapproved Data CALL FOR REINSPECTION 0 YEi IIAO Construction Ins/.a-t-tion It Relitrd li.r Carlson Testing, Inc. PO Box 23614 Tignrd.Oreyon 97223 Phone�503►684-3460 April 12, 1985 #CP-2190 King City Residential Care Center 1177 S. W. Queen Elizabeth Drive King City, Oregon 97224 Re: Residential Congregate Care Center King City, Oregon Gentlemen: Enclosed please find a corrected page 1 of the pile driving records for the above referenced project. Pile No.s 3 thru 21 were previously listed as having a tip diameter of 2�. This was a typing error and should have read 715 as the corrected copy does now. If there are any further questions on this matter, please do not hesitate to contact our office. Very truly yours, CARLSON TESTING, INC. b--" �w C Douglas W. Leach President llo Enc. cc: William Keefer Kramer-Gehlen City of Tigard First Security Realty Services Jerry A. Reeher - Housing Division r Construcdon Inspection R Relsted Irtt% Carlson Testing, Inc. PO Box 23el14 Tigard Oregon97223 Phone(503)684-3460 April 5, 1985 #CP-2190 Mr. Larry Draper 3508 S. W. Red Cedar Way Lake Oswego, Oregon 97034-3524 Re: Residential Congregate Care Center King City, Oregon Gentlemen: Enclosed, please find pile driving records for the subject project. Pile driving was completed on April 3, 1985. If you have any questions on this matter, please do not hesitate to contact our office. Very truly yours, TESTING, INC. 6.� �'L-J 4-11�A Douglas W. Leach President llo cc: William Keefe, Kramer-Gehlen City of Tigard First Security Realty Services Jerry A. Reeher - Housing Division C?mstnichosp Inspection of Rebtcd Tcsts Carlson Testing, Inc. V.O Boa 23814 Tigard. OraQon 97223 Plimis i5n3rXcAMA Ma`. n ILI J!fIVINC, HN,' )!'.:): 694-3466 Larry Draper :?a to,j Typed 4-4-85 _ L)cation: King City Residential Congregate Tyi- Harrmor: Drop Harmier e enter �ntCac;tor: ilr�rt:m r ri r, ; : 4000 Lb. fiannx- Ih•o >i i 4' to i IIv PI le Qut 5o•t Load � 1'ih No. Length Oft• n •tf. raugicit, Citi Bi rry . Ui �I marks 1 40 8.0 32.028 �- Test Pile 2 35 0 +35-0 3 45 6.0 39 4 35 0.5 28 28 5 35 0 +35.0 28 6 35 2.0 33.0 28 28 7 35 0 35.0 28 $__ 8 35 5.5 29.5 28 9 35 0.5 34.5 28 2 10 35 5.0 30.0 28 _ _ -- 11 40 6.0 34.0 28 28 ' 12 35 6.0 29.0 28 2 ' 13 35 0 +35.0 28 28 14 35 0 35.0 20 2% 2L _ 15 35 2.5 32.5 20 22 21o, 16 35 3.5 31.5 20 22 17 35 8.0 27.0 20 22 2L- 18 35 8.5 26.5 20 2.2 2' 19 35 -1.0 31.0 20 22 i 20 35 5.0 30.0 20 22 A 21 35 3.0 32.0 28 28 2 22 35 4.5 30.5 28 27 �L 23 35 4.0 31.0 20 22 7 24 r35 1.0 34.0 28 28 25 40 1.0 39.0 28 - 28 1.5 33.5 28 28 27 35 _ 0 _ +35.0 _ ____ g Censtn►rtion Inpertion & Related Tests Carlson Testing, Inc. P.0 [Soa 23814 Turd. Oregon 91223 Phone fW3Ai kA)t,.. 1 I.! ;)!f I V 1 Y!; P I. I'a: OX4- Iwnl-r: LarryDrguer ' 114k; Typed 4-4-85 Its In: --King City Residential ConareZate 1,y 1)4 11r,mml.r: _ Drop HanTwr - Care Center Pubcilt7tU1" l:Imml>r ^nI rf;,, 4000 Lt). HC3n1Tt-r Dropix•d 4' tU `II 1 ; Pile Cut N, t Load Tip No. I.cln th OLL Length Cd•)acit Tots P1(.)ws Dia. t��m►rks 28 35 3.0 32.0 26 29 35 3.5 31.5 28 _ 30 35 1.5 33.5 28 28 _ 31 35 1.5 33.5 28 28 32 35 1.0 34.0 28 __28 7 31 _ 33 35 7.0 28.0 28 28 34 35 1.5 33.5 28 28 35 35 3.0 32.0 28 36 35 7.0 28.0 28 28_ _-_ 37 35 7.0 28.0 28 38 35 0 35.0 28 39 35 2.0 33.0 28 28 40 35 4.0 31.0 28 28 LJL 41 35 2.0 33.0 28 42 35 0 35.0 28 28 - 43 35 0 35.0 28 28 74 _ 44 35 4.0 31.0 28 26 7 45 35 4.5 30.5 28 28 7 46 35 0 35.0 28 28 7 47 35 0.5 34.5 28 28 174 49 35 6.0 29.0 28 28 7 _ 49 35 4.0 31.0 28 28 74 _ 50 35 1.5 44.5 28 28 7 51 35 2.0 33.0 28 28 7 52 35 0 35.0 28 _ _28 53 35 0.5 34.5 18 28 7 54 35 3.5 31.5 28 28 t imstnalinn /nslleeitio n h Related Tests Carlson Testing, Inc. P.O Uo■ 23614 Tigard. Oregon 97223 Phon• fW311A1;AXV ILI :PfIVI'�; ,;;: 'r`: 68,9-3461) owner: Larry Drajer _ ,r, - Typed 4-4-85 Lacation: King City Residential Congregate 'r i, it i7i, Drop Harmer Care Center ,;ontractur•: _ -- ,,, 4000 Lb. Hanm•r Dropped 4' to 5' 1 1 1 e 4'i - Cut Net Load Tip No. _ Len th Ofd. `LPnmth CapaciLyiTun Blows Dia. 55 35 4.0 31.0 28 2A 74 56 35 1.5 33.5 57 35 3.0 30.0 58 35 3.0 32.0 20 22 U 59 35 1 1.0 34.0 20 22 71, 60 35 1.0 34.0 _ - 2R 61 35 4.0 31.0 62 35 6.5 28.5 20 22 7 Ili 63 35 7.0 28.0 20 22 L-3LL-4 64 35 4.0 31.0 20 22 11� 65 35 3.0 32.0 20 66 35 4.0 31.0 20 k67 35 3.0 32.0 28 _ 68 35 1.5 33.5 1 28 `moi 69 35 0 35.0 28 70 35 1.0 34.0 71 35 0 *35.0 28 72 35 0 *35.0 26 28 73 35 2.0 33.0 _ 28 _ 28 JS 74 35 3.0 32.0 28 - 75 35 4.0 31.0 28 28 74 _ 76 35 0 35.0 _ 28_ 4 _ 77 35 7.0 28.0 29 20 78 35 7.51 27.5 28 28 - 79 35-_ 7.0 28.0 28 - ----�--_- -- - - 1�---- ---- -- 80 35 7.5 27.5 28 28 74 1 81 _35 7 27.5 _ 2a__ , 2R '-- Gmirnwints Insperriorl & RrinrrJ Tests Carlson Testing, Inc. PO (low 13814 Tigard. Otegon 91113 Pho n. (rA 31 AA k A W 1 ILF 1)RIVINr I?N,' )I?D! 684-3460 Larry Draper D;i 1. ; Typed 4-4-85 Location: King City Residential Congregate Tyw, Hammer: Drop N-vTm-r Care Center �Ontractor: �_ _ il;,mm� 1 h:nv.r y : 4000 Lab. Hammer Dropped 4' t(, Y 1 Ile P11" taut No t Load Tip --�� No. Length -Ot.L, Le ng,t Ca aciL :Tort Blows Di.a. `�r•mirk:c __ 82 35 6.5 29.5 28 28 83 35 4.5 30.5 2828 7' 84 35 4.0 31.0 28 28 85 35 5.0 30.0 28 28 86 35 1.0 34.0 28 28 I! 87 35 8.0 27.0 28 28 7 88 35 4.0 31.0 20 22 89 35 4.5 30.5 20 2 ` 90 35 5.5 29.5 20 21) 91 35 4.0 31.0 28 28 _ 92 3.5 31.5 20 22 ' 93 3. 4.0 31.0 20 22 94 35 4.0 31.0 20 22 95 35 4.0 31.0 20 22 96 35 2.0 33.0 28 28 97 35 5.0 30.0 20 22 98 35 4.0 31.0 20 22 7� 99 35 4.5 30.5 20 22 7L 100 35 3.5 31.5 20 22 l� 101 35 4.0 31.0 20 22 7 102 35 1.0 34.028 28 7 103 35 0 +35.0 28 16 7 StY�rl__ 104 35 0 35.0 28 28 7 105 35 1.0 34.0 20 22 7 106 35 0 +35.0 28 28 7 107 35 0.5 34.5 20 22 7 108 35 6.0 29.0_ 20 _22 7�S i Canstn►Nion Inspection A Kelved Tcsts Carlson Testing, Inc. ►'O (in• 731114 (g1erJ, Oregon 97713 Plrnnrr Vi03AAkAtW I LF I)P I V I NC MI.' IN): 684. 34(," owner: Larry Draper Dat"; Typed 4-4-85 Location: King City Residential CongrcgateTypi Hammer: (hop 1tamer Carte Center Contractor: 4000 Lb. lianm-r Dropped 4' to 5' I s l e Pi r CUC Ne t Loads Tip No. Lrn t:. Of ii Lir, tth filows Did. "«irks 109 35 3.5 31.5 20 110 35 5.4 29.6 - 111 35 3.531•? 28 2,q - 11Z 35 4.0 31. ,_ 29 _ - 113 35 0 +35.0 -16 -2(1 th 114 35 2.0 33.0 ZQ_ 115 35 0.5 26.5 116 35 1.5 33.5 - 117 35 4.0 31.0 - 118 35 4.5 30.0 20_ - 119 35 1.5 33.5 -141- 120 35 1.0 34.0 121 35 0 +35.0- 28 gt 122 35 2.5 32.5 20 123 35 1.5 33.5 r--22- 74 124 35 4.5 30.5 $ - 125 35 7.0 27.0 20 - 126 35 6.0 29.0 20 127 35 4.5 30.5 28 -- 128 40 5.5 34.5 28 -- 129 35 2.0 33.0 28 130 35 5.0 30.0 28 28 71, - 131 40 2.5 37.5 28 28 132 40 1.0 39.0 28 28 _- 133 45 i 2.0 43.0 28 28 134 45- 0 +45.0 _ 2R 28 -- 135 45 0 +45.0 _- � t I (;rnstndctnon Inspection A Rehired Tests Carlson Tr )sting, Inc. ro (tor 2w11 t.pe,d. 0,090 .23 {'I.nno (,A)31xr'AAW Ii.I 1)ft1VIN, !t!1: !:►,: ��NQ- 14(11) )Nnf•r: Larry Lar Draper U,iI,,; 'I`Ax-d 4-4-85 Kiri City Resid�nti�.l Con rP ateTyp*' Hamm,,r: [trop Hamer Location: Care Center yammot N;nvty;y: 4000 LU. 1,Lynv,r Dropux-d 4' to 5 Contractur: I i 1': e Cut Tth ,]d 'Tip No. Len th _Of:� Li1L 1'un _[31ows Dia. 9emirk ; 136 40 2.0 3 :i137 40 U +4138 40 3.0 3 139 40 0 +40.0 140 45 U.5_ 44.5 141 45 3.5 41.5 _2 8, A14- 142 45 5.0 40.0 _ 2 143 45 6.8 38.5 144 45 8.0 35.0 145 35 0 +35.0 2F. - 14635 3.0 32.0 _ 28 --- 147 35 5.0 10.0 28 148 35 0 35.0_ 28 ' - 149 35 7.0 28.0 28 150 35 0 35.0 28 ` - 151 35 0.5 34.5 28 - 152 35 3.5 31.5 28 28 153 45 2.0 43.0 _ 20 - 22 154 45 1.5 43.5 20 22 - 155 45 6.0 39.0 20 22 156 35 9 35.0 20 22 + 157 35 8.0 27.0 20 22 + 158 35 2.0 33.0 20 22 +7 159 35 0.5 34.5 2.0 22 + 160 i5 1.0 34.0 20 22 +74 161 35 Y- 0.5 34.5 20 _ 22 + 20 ---- 162 35 0 35.0 Consinic7ion Inspection ,t k chited Tests Carlson Testing, Inc. 0 0 Ho. 73814 Togvd. O,ogon 97223 Pho.o 11-431ALAIAW 1 ILF UHIVINIJ 10.1: 11t1): 684-3460 ,lwner: Larry [)raper !1.04'; _1Tied 4 4-85 Location: Kingregate 1'YIj' Hammel': DI-op fiarrrTrr Contractor: Care Canter }iammei En(!r y: 4000 Lb. ficunTur Dropped 4to I t Iv f'i IT Cut Net Load Tip No, Length Off. l,en 11, Ca cit. LTOII Blows Uia. !i rm►rks 22 � 163 35 3.5 31.5 +7� -- 164 45 8.0 37.n 28 28 -+71, - -- 165 35 0 +35.0 ?8 28_ -- 166 _ 35 2.5 32. 167 - 35 0.5 34.5 28 + 168 35 _ 0.5 34.5 8 28 + ` 169 35 1.5 33.5 28 -28 + --- 170 35 U +35.0 _28 ZO + I 171 35 0.5 34.5 28 28 + -- 172 35 0.5 34.5 28 _ ' + 173 35 1.0 .0 _ 28- 2`1 +7'5- __14 -- 174 35 _ 1 .0 34.1 26 28 +71 175 .13 _' .5 34.5 28 28 +7 176 35 5.5 29.5 28 _ 28 + ' - 177 35 6.2 28.8 28 - ?8 +7 1"18 35 3.0 32.0 28 28 *7 _-- - 179 35 7.5 27.5 28 _ _ 28 +7 -- -- 180 _ 35 6.0 29.0 28 28 +71 ------- 181 35 3.5 31.5 28 _ 28 +7 182 35 6.5 28.5 28 -_ 28 +7 183 35 6.5 28.5 28 28 +7 184 35 6.0 29.0 28 28 +7 185 45 6.0 39.0 28 28 +7� 186 45 - 3.0 42.0 28 28 +7 - 187 45 9.0 36.0 28 28 +7 188 35 - 0.5 34.5 29 28 +7 189 35 1.0 34.0 28 28 +7 I Constmrrion Inspection & ReInreJ Tsrs Carlson Testing, Inc. V O (►n. 23814 t.Va.J. 0..pun 97223 Phone 15031 6 )lAW IL! 1)RIVINI; it!) 1461; .owner: Larry Draper Typed 4-4-85 -- Location: King City Residential Con re ateTyl►l Hammer: Druh [Lirunv1 Care Center Contractor: Hr►mm ► r'nr� y: 4000 Lb. llamwr Droj)p d 4' to 5' I Ile Pi le cut Net Ln<xi 'rip No. Length OU LL th CapaciLyjToll blows Dia. Remr►rks 190 35 0 +35 2 +7� 191 35 0.5 34.5 28 28 +7; 192 35 1.0 34.0 28 28 +7� 193 35 1.0 34.0 2.8 28 +7� 194 35 1.0 34.0 28 28 +7� 195 35 0 +35.0 28 28 +7� 196 35 1.0 34.0 28 28 +7 197 35 0 35.0 28 28 +7� 198 35 0 35.0 28 28 +7� 199 35 2.0 33.0 28 28 +7� _ 200 35 2.0 33.0 _ 28 28 +'/`� _ 201 35 3.5 31.5 28 28 +7t; 202 35 3.5 31.5 28 28 +7S 203 35 0 38.0 28 28 +7t 204 45 9.5 35.5 28 28 +711 205 45 5.5 39.5 20 22 +7� 206 35 3.5 31.5 20 22 +7t 207 35 2.0 33.0 20 22 +7� 208 35 0 35.0 20 22 +7� 209 35 3.5 31.5 20 22 +7� 210 35 2.0 33.0 20 22 +7� 211 35 3.0 32.0 20 22 07 212 35 2.5 32.5 20 22 +"i'7 _ 213 35 1.0 34.0 20 21 +7S _ 214 35 3.0 32.0 28 28 OS 215 45 1.0 44.0 ?8 28 +7S 216 45 1.0 43.0 28 28 +7SI (irnsrniclion lnspecrir•I A liebtrd Tests Carlson Testing, Inc. PA Oo■ 23814 r,ya,d. O,*yo„ 97723 PHon• (W3)uxAxkI I LF I)I 1 V I N1J IIF); 1:') 684-341,1 Jwriur: Larry Draper Dato,, Tylx-d 4-4-85 Luca tion: King City Residential CongregatcTYPI Hemmer: Drup Hamner Car'c, Canter contractor: rlr,rr i :n, ray: 4000 Lb. Hanrrkr Dropped 4' to 5' I r 1 e � Load Tip - -- No. Length Of:o Len 'h C-3 )aciL dun E�l,.)ws Dia. ` vrr irke _217 _40 0 +40.0____"____�- ` 218 40 8.0 32.0 219 35 0 +35.0 -_ --?A ' - 220 35 0 +35.0 221 35 2.0 33.0 - "222 35 1.0 34.0 28 ' --- 22.3 35 1.5 33.5 2 t 224 35 1 .5 33.5 _ 225 35 2.0 . i.0 2 -_ 2H -- 226 35 2.", 32.0 28 � -- 227 35 2..0 33.0 - 28 ' - -- 228 35 3.0 32.0 -- 229 35 3.8 31.2 _ 28 230 35 1.2 33.8 28 ` 231 j5 1.0 34.0 28 _ 28 7L. 232 35 4.0 31.0 28 233 35 3.5 31.5 20 _ 2" ---- 234 35 4.0 31.0 28 235 35 4.0 31.0 2.8 - 236 35 4.0 31.0 28 _ 237 35 4.5 30.5 28 2Q_ 238 35 3.6 31.4 28 28 239 35 4.8 30.2 28 _ 28 -- 240 35 4.0 31.0 28 28 74 -_ 241 35 1.3 33.7 2A 28 -- - Z42 35 - 1.034.0 _ 28 28 --- 243 35 1.5 33.5 07nsfruclion InWertir�n A Related Tests Carlson Testing, Inc. P O oo, 23814 Tegotd, Or000n 97223 rIM-• I'A31Xi-AkAKW 1 ILI• DRIVING IM-* )RD! 684-3400 ,)caner: Larry Draper ;1.�t.. _ Typed 4-4-85 Location: King City Residential Congregate Ty w H,rn,me r: [trop Hamner Carr Center Contractor: r+: r • . <n •Iy. 4000 Lb. Harmvr Dr,)pped 4' to 5 lice pi e Cut Net Inad Tip No, Len t h OtIL Len th CapaciLyj4Q11 I31ows Dia. Remarks _ 244 35 1.5 33.5 ---------- 245 40 9.0 31.0 28 _ 246 40 8.0 32.0 28 28 - 247 35 5.0 30.0 28 28 - -- 248 35 4.0 31.0 20 2 249 35 5.2 49.8 20 � 250 35 4.3 30.7 20 22 251 35 4.1 30.6 20 252 35 6.0 29.0 20 2 . 253 35 1.5 33.5 20 22 254 352.5 32.5 20 22 + 255 35 0.5 34.5 20 _ 256 40 2.2 37.8 28 2 + 257 35 0 +35 28 20 + Tc)Q short 257 40 4.5 35.5 28 28 + 258 40 2.0 38.0 28 28 +7 259 35 4.5 39.5 28 28 +7 260 35 4.5 30.528 28 +7 261 35 5.4 29.6 28 28 +74. 262 35 5.4 29.6 26 28 +7 263 35 3.0 32.0 28 28 +7 264 35 2.3 32.7 28 28 +•r 265 35 1. 1 33.9 28 28 +7� 266 35 3.3 31.7 28 28 +7 _ 267 35 3.5 31.5 28 28 +7 268 35 2.5 32.5 28 28 +7 r I 269 35 1.0 34.0 28 281+741 C'"'Ifnlcti0f1 Msncction r4 Rela►cJ Tem Carlson Testing, Inc. P O Ilo. 2814 1oyard, Oregon 97223 Phnn• QiONYWAW ► ILF URIVINC Rhl; iHD' 5.94-3460 Jwnr r: Lary Draper !i.it0,; Typed 4-4-85 Lucation: King City Residential Congregate 7'ypt, dammer: Dry Hamner Care Center Contra.:tor: d:lmme, r.nvr y: 4000 Lb. Hammy Dropped 4' to 5 lile Pile Cut Net Load Tip No. Length OtL, Length CapaciLyjXon Blows Dia. Remark:, 270 35 0.5 34.5 2 +7 " 271 35 0 +35.0 28 26 +715- 272 7 "27"2 40 1.0 39.0 28 28 +7 273 40 5.0 35.0 28 28 +7 274 35 2.5 32.5 28_ 28 +7 275 35 3.5 31.5 28 28 O Y 276 35 2.0 33.0 28 _28 +71 277 35 4.0 31.0 28 28 278 35 3.0 32.0 28 - 28 279 35 3.0 32.0 28 28 280 35 5.0 30.0 28 28 +7 281 35 5.8 29.0 28 28 +7 _._ 282 35 5.0 30.0 28 28 +7 283 35 2.5 32.5 28 28 +7 284 35 0.5 34.5 28 28 +7 285 35 2.0 33.0 28 28 +7 286 34 2.0 33.0 28 28 +7� 287 35 1.0 34.0 28 28 +7 ' _. 288 35 1.5 33.5 28 28 +7 ' 289 35 0.5 34.5 28 28 +7 _ 290 35 0.5 34.5 28 28 +7S 291 45 1.0.0 35.0 28 28 +7�' 292 45 12.3 32.7 28 28 +7� 293 45 6.5 38.5 28 28 OV 294 35 0 35.0 28 28 +7 295 35 0 35.0 28 _28 296 35 3.2 _31.8 _ _-- arns►nic►ion /nspec►inn .f l rl,nr l Trsts Carlson Testing, Inc. PO lion 23814 r•uata. O-vvoi, 97223 Phone I,jO31YkA- )<xK&v r ILI- DRIVING IM.' )H,1: 684. 146 Jwner: Larry Draper D's tv; d 4-4-85 Location: . City Residential CongregatE Ty;),- Hummer: Drop tianmer Ca a Center Con t,ructor: ^:n,•r,y: 4000 Lb. Haamar Dropx�d 4' to 5' 1i1e Pile Cut Net Load Tip No. Length OU Length Ca acit ; on Blows Dia. `remark:; 297 35 2.5 32.5 28 28 +7 " 298 35 2.0 33.0 28 28 + - 299 35 2.6 32.4 20 22 +7 In 300 35 4.2 30.8 20 22 +7 " 301 35 5.5 29.5 20 22 +7 " 302 35 2.5 32.5 20 22 +7 " 303 35 1.5 33.5 20 22 +7 " 304 35 0.5 34.5 20 22 +7 " 305 35 1.5 33.5 20 22 +7 " ?06 35 2.0 33.0 20 22 +7 " 307 35 1.5 33.5 20 22 +7 " 308 35 1.5 33.5 20 22 +7 " 309 45 4.0 36.0 28 28 t7 " 310 35 0 +35.0 28 28 +7 311 35 3.0 32.0 28 28 +7 " 312 35 4.0 31.0 2H 28 +7 313 35 3.0 32.0 28 28 +7 314 r 35 1.5 33.5 28 28 +7 315 35 0.5 34.5 28 28 +7 316 35 0 +35.0 28 _ 28 +7 317 35 0 +35.0 28 28 +7 318 35 0.5 34.5 28 28 +7� 319 35 0 +35.0 28 28 +7� 320 35 4.0 31.0 28 28 OSI _ 321 35 3.0 32.0 24 28 +7� 322 35 6.0 29.0 _ 28 28 +7� _ ~_ 323 45 9.5 35.5 - �28 _ 28 +7 1 AMNAM (UrS(nrc/1001 lrsprclion & RrIved Teso Carlson Testing, Inc. -- V.0 (lam 23814 ioyerd. U.opo" 91223 f'htwo r,031XMAY&I 1 ILF URIVINC ill-L )Ill)' 6f;4- 1461 )wnrr: Larry Draper !);I I.#,; Typed 4-4-85 Location: _King City Residential Congregate 1'yw- Hammer: Drop Hanrer Care Center Contractor: ri;,mmr1 Kno-rgy: 4000 Lb. Haffner Dropixd 4' to 11 1 r P1 a Cut Net Load Tip No. Length Oti. Length CapaciLWTon Blows Dia. 4ernarks 324 35 0 +35.0 28 22 +7� Tw Short 325 40 7.0 33.0 28 28 + " 326 35 2.0 33.0 28 28 +7 " 327 35 2.0 33.0 28 +7 " 328 35 3.2 31.8 26 2a +7 " 329 35 3.2 34.0 28 28 +7 " 330 35 0.5 34.5 28 28 +7 " 331 35 1.0 34.0 28 28 +7 - 332 35 3.5 31.5 28 28 +7 " 333 35 2.0 33.0 28 28 +7 334 35 2.0 33.0 28 28 +7 _ - 335 35 2.0 33.0 28 28 +7 " 336 35 2.0 33.0 28 28 OV 337 35 2.0 34.0 28 28 +7 - 337 40 6.5 33.5 28 28 +7 " Pile in Wron la. e 338 35 2.0 33.0 28 28 +7 " 339 35 1.5 33.5 20 22 +7S" 340 s5 3.0 32.0 28 28 +7S" 341 35 2.0 33.0 20 22 +7 " 342 35 1.5 33.5 20 22 +7 343 35 2.0 35.0 20 22 +7� 344 35 1.5 33.5 20 22 +7 345 35 2,5 32,5 20 22 +7� 346 35 2.0 33.0 20 22 +76- 347 35 2.0 34.0 20 22 +7� 346 35 3.0 32.0 20 22 +7� 349 35 4.0 31.0 �28 28 +7 1 Cimstniction Inspection h Related Tests Carlson Testing, Inc. ----- - --- _ P.O Oo. 23814 f ayan1, O..pun 97223 PNnn. i:,o3►Xe11X�lYla�. ILF UHIVINC 6,44- 34611 Jwner: Larry praper !) 1' ; Typed 4-4-85 Location: King City Residential Con9regaty I'YP' H.►mmer: prop 1i�v"wr Care Center 8;,mm ► h:nrty: 4000 Lb. Hamner Dropped 4' to 5 contractor: - '- I �Ie Pile Cut Net Load Tip No. Len th Off, Len th Ca ciL ;Con 131ows Dia. Rernlrks 350 35 4.0 31.0 28 28 +7 " 351 35 2.5 22.5 28 28 +7 " 352 35 1.8 33.2 28 2 + " 353 35 2.0 33.0 28 78 + " 354 1 35 4.5 30.0 28 28 +71 " 355 35 4.0 31.0 28 28 +7�� 356 35 7.5 26.5 28 28 OV 357 35 1.5 33.5 28 28 + " 358 35 2.0 33.0 28 28 Oh" 359 35 1.0 34.0 28 27 + " 360 35 1.0 34.0 28 26 +7 " 361 35 1.0 34.0 28 28 +7 " 362 35 3.0 32.0 28 28 +7 363 35 3.0 32. 364 35 3.0 32. 28 ` 365 35 3.0 32. 366 35 2.5 32.5 2 2 367 35 3.5 31.5 28 28 368 35 5.5 29.5 28 - - 369 35 1.5 33.5l8 - __.+7 ---- - 370 35 4.0 31.0 28 2 -- - - 37l 35 3.0 32.0 28 28 OW � --- 372 35 2.2 32.8 28 28 ----- 373 35 3.0 32.0 28 28 + --- 374 35 3.0 33.0 20 28__ + -------- 375 35 0.5 34.5 _ 28 _ __26, __---- - -- 376a-- Ci)i1sMlfriOq lnspccrian A Rehiled Tests Carlson Testing, Inc. 1-0 Ito. 23814 tojimd, Oregon 97723 Phon• 1!A31UXAXW i ILI• URIVIN'; 684-34611 Jwner: Larry Draper ---`--- ;,., • ; Typed 4-4-85 Location: King City Residential Congregate TYw ti,or-r: Drop Hamner Cara Center Contractor: 4000 Lb. Hammr Dropm*d 4' to 5 Ii1e Pile Cut Net Load Tip No. Length OLL Len th Ca aciL Ton Blows Dia. Rernnrks 377 35 6.0 29.0 * 378 35 8.0 27 28 28 + S •' . * _ 379 35 E4.7 27.0 28 2 + 380 35 30.3 20 22 ! " 381 35 2.5 32.5 20 22 382 35 3.0 32.0 28 28 +7Y' 383 35 2.3 32.7 20 22 + " 384 35 2.2 32.5 20 22 + 385 35 4.0 31.0 28 28 + 386 35 1.5 33.5 20 22 +7Y4 387 35 3.0 32.0 20 22 +7 ' 388 35 1.5 33.5 20 22 . +7Y 389 35 2.0 33.0 28 28 +7 390 35 3.5 31.5 28 .18 +7 391 35 3.0 32.0 28 28 +7 392 35 2.0 33.0 28 28 +7 393 35 1.0 34.0 28 28 +7 394 35 1.0 34.0 28 28 +7 395 35 1.0 34.0 28 27 +7 396 3r 1.0 34.0 28 28 +7 397 35 1.5 33.5 28 28 +7 398 35 1.5 33.5 28 28 +7 399 35 1.5 33.5 28 28 +7� _ 400 35 6.5 28.5 28 28 +7 " 401 35 1.0 34.0 28 28 +7 _ 402 35 4.0 31.0 28 28 +7 35 3.3 31.7 28 28 +7 *PLlea Ceased Ut) on Initial Drive r;,rrsmrrnrm hrspertirnr h Related Tests Carlson Testing, Inc. CORRECTEC REPORT P.O Vo. 23814 Tigard, Oregon 97223 P1wna 15031 -AkAY*4k 684-3460 Larry Draper Typed 4-4-85 L-)cation: King City Residential Congreyate Typ#- Harrmr•r•: Drop tiarrmer are Unter Contractor: Hammer F:n�•ry;,q: 4000 Lb. Hamer Dropped 4' to 5' IIle -FI 1r Cut Net Load Tip !-- No. Length Of.t Len th CanaciLvilbn Blows Dia. 4c-narks 1 40 8.0 32.0 28 28 Test Pile 2 35 0 +35.0 28 2R 3 45 6.0 39 4 35 0.5 34.5 2H 28 5 35 0 +35.0 28 6 35 2.0 33.0 28 28 7 7 35 0 35.0 28 28 7--L- 8 35 5.5 29.5 28 28 9 35 0.5 34.5 28 2 10 35 5.0 30.0 28 28 _ 11 40 6.0 34.0 28 25 TPAr p;tA 12 35 6.0 29.0 28 28 13 35 0 +35.0 28 28 7 14 35 0 35.0 2U 22 15 35 2.5 32.5 20 22 16 35 3.5 31.5 20 22 17 35 8.0 27.0 20 22 741 18 35 8.5 26.5 20 22 7 19 35 4.0 31.0 20 22 i 20 35 5.0 30.0 20 _22 21 35 3.0 32.0 28 28 22 35 4.5 30.5 28 27 74 23 35 4.0 31.0 20 22 7 24 35 1.0 34.0 28 _ 28 25 40 1.0 39.0 28 28 +7 I 26 'S 1.5 33.5 28 28 27 _ 35 0 +35. _ __ r� I� INSPECTION NOTICE City of Tigard Building Departunef,t 12420 S.W. Main St. Tigard,O egon 97223 Phone. 639-4171 Type of Inspection `" r1 61 14L-77- t Date Requested it nme A.M. _ _P, , Address Permit MOwner Lot Builder 69 The followiwg-i}uilding Code doff . ncies are required to be corrected: Presented to _ Approved Inspector �/2 nn LJ Disapproved Date ./T GALL FOR REIAISPEC 7ON O Yll lx NO etc � BUILDING PERMIT APPLICATION KING CITY DATE 'h ,TO 85 1329 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 684-1008 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE —..— LOT NO OWNER King City Gnter_JOBADDRESS 11777 SW queen Elisabeth King City ARCHITECT ENGINEER BUILDER Icing City Res Center ADDRESS SAM DESIGNER STRUCTURE X3 NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE E DEMOLITION URESIDENCE O COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS F7 PATIO 171 CARPORT ❑ GARAGE ❑ STORAGE f_l SLAB❑ FENCE OCCUPANCY R"'1 LAND USE ZON' BLDG.TYPE FIRE ZONE,_-_--:PLAN CHECK BY -AT—W HEAT Site W plan includes all work out aide of building foundation wells, gredinst storts sewelre concrete work, striping 4 landscaping. SEWER PERMIT N 3019 OCC.LOAD FLOOR LOAD — HEIGHT m.. NO.STORIES AREA --- NO.BEDROOMS — VALUE_s BUILDING DEPARTMENT SET BACKS FRONT ....- REAR — LEFT SIDE _.._ RIGHT SIDE -.._ Permit 193.UU TMIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALI- APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 115.45 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPIIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 318.45 _ RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 4 LICENSE SEPARATE PERMITS REOUIREQ FOR SEWER,PLUMBING AND HEATING State Tax _ 7072J �t Total 326.17 SDC �1 / l�_�_�• _ ppCp PL ANTOAN By f 111ttr s Receipt No 1 '41 a• 1; vv L4 .11 '.I! JJ Approved � - �ovRE3B (�� PHONE t / > 40* DAT[ IN[R TY�[INN[CTION REMARKS PLUMBING DATE s _ Contractor G / ' h►mit No. Houghdn — ---- — Fixture IF Final f% HEATING _ Contractor Permit No Gat or OI( Fiou3h.ln Final D Y Final Storm Drainage (Rain Drain)Final Sidewalk -- Curb&Street Find Approach SLDO. D[►T MIN AI TEMPORARY C[RTIrICAT[0CCUrANCY "ERTIrICAT[OCCU"ANCY Find Landscaping Ion'ng Final BUILDING PERMIT APPLICATION KING CITY DATE `-Arc„ u 19 .0 1330 , , THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BOILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNER PHONE LOT NO. OWNER KirtL, City tetter JOSADDRESS 11177 SU (Amen P.litabeth ARCHITECT�illli N. l:eetlr ENGINEER BUILDER King Cil; too Center ADDRESS SAM DESIGNER Vafcewworm W"h. STRUCTURE U NEW ❑ REMODEL ❑ A, ITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE 1-7 DEMOLITION © RESIDENCE L) COMM 11 EDUCATIONAL 11 GOVT U RELIGIOUS ❑ PATIO D CARPORT C GARAGE i STORAGE ❑ SLAB[ 1 FENCE OCCUPANCY 1 1 �J.AND USE ZONE —11) —BLDG.TYPE 3h `FI�1E ZJNE— PLAN CHECK BY 6ZM HEAT __— k.•.)nstr.uct three story rssideatial center all pts �!"ved plans A code requiremats dproved Fire spriak4wr system require WINER PERMIT# 30579 OCC.LOAD_ FLOOR LOAD 40 HEIGHT 35• NO.STORIES 3 AREA 9250 NO.BEDROOMS 1U4VALU12,850s0U0 BUILDING DEPARTMENT---7 SET BACKS FRONT t7E PIMS RtAR LEFT SIDE RIGHT SIDE __ Permit � a _ 8,loU THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE ZONING 1 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT 15 HEREBY AGREED THAT THE Plan Check ,* 3J72•UU WORK WILL BE DONE !N ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE IKA WITH ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE subm"m 20 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LfCENSE SEPARAT PEpMITE REOUIRED FOR SEWER.PLUMBING AND HEATING. State Tax 4X 207*5i n LNt U 641 •Uk; r laspeCtion SDC_ Total IU842 52 IT bal 5395.52 PDC# APAICANTA4 irf --- TM!!f je�� I_ ` �+ ,,. ,r\ v Approved Receipt No PHO 1 /3-30 a�DATE INSR TYPE INSPECTION REMARK! PL MBIN/6 DAT[ iContractor Pvmit Nue} Rough-in FI■tur� Final HEATING I « Contractor �-- 7v,��Y Permit No, Gat or 011 1011, Final e-, ---- /f _ Final r � w IVEWAY r r u Final ��J f /dd Storm Drainer (Rein Drain)Final Sidewalk _ Curb A Street Final Approach BL DEPT. FINA TEMPORARY CERTIFICATE OCCUPANCY CCRTIFICATE OCCUPANCY Final Landscaping Zoning Final DATE INSr TYPE INSPECTION REMARKS PLUMISINO--T OATE /l Contractor 7 permit No — flwotn — P Fine HEATING Contractor Permit No. Gas or Oil ,C — S !EWER lid dM11 Final J DRIVEWAY --- _—�—} i F nd ----- ---11 Storon dNnsp Mon Vrmn)Final Sidewalk Curb&Street Final &53. DEPT.FINAL I fWAPORAMY PANCv CtTCATE OCCUPANCY Final C CAT[OCCL � RSfiUP--- `- --------- - �f I Lander�ping Zomnq "sinal IL J J 'S'EWER PERMIT - �1° 9 ADDRESS OF STRUCTUP,E 11 -7-71 L\I Cafe-L 1 l." 1 ' .A'� TAX MAP ��� -�_! TAX LOT ����-� - QUARTER SECTION LOT BLOCK - OF APPROVED BY DATE .Q ISSUED BY/� DATE OF ISSUANCE D . U . S 1 REMARK Z" >41 SEWER PERMIT N'. 3(1579 ON AN ATTACHED Ry"X11" SHEET SKETCH THE LOCATION OF STRUCTURE ON PROPERTY WITH A NORTH ARROW. ADDRESS THEN SHOW THE ROUTE OF HOUSE STRJCTUREOF-_ 1__ SERVICF LINE FROM 1HE APPROX- IMATE POINT PLUMBINL, LEAVES THE CONTRACTOR/ N HOUSE TO THE PUINT ON PROPERTY INSTALLER f� LINE WHERE IT CONNECTS TO THE C7 SERVICE CONNECTION PIPE. INCLUDE LENGTH AND DIAMETER OF SERVICE TYPE OF PIPE [ IN[, DEPTH AT THE STRUCTURE AND PROPERTY LINE, AND DIMENSIONS DIAMETER N REFERENCING THE LINE TO HOUSE OF PIPE C OR PROPERTY LINES. 2= �--- I0 INSPECTED BY DATE DATE OF EXPIRATION UfSEWED PERMIT N9 30579 � Unified Sewerage Ar -" of Washington Ccunsy CITY OF 11 C: C I+�l _^ DATE OWNER, 1 `Ir2-4 11 ���'�1�IL4� V1 � PHONE , C � Id�08 OWNER' S ADDRESS. I t "l"� _, �� C� u�e�� L�►z�`xLl y�l,:', i / TYPE OF INSTALLATION, "172?_..4 BUILDING SEWER ❑ LINE TAP AND BUILDING SEWER ❑ LINE TAP TYPE OF OCCUPANCY, Q NEW ❑ EXISTING ❑ SINGLE FAMILY ❑ COMMERCIAL U MULT. RFS. ❑ ltIDUSTRIAL FIXTORE `UNITS 1444 DWELLING USNII^T`S ADDRESS OF STRUCTURE , _ I ` 1� �'W C� L,J cz- I 7-631�ii 1 �.._-- Permit Conditions: The applicant agrees to comply with all rules and regulations of the Unified Seweraye Agen-y. When calling for an inspection, please refer to the Permit Number. The Permit expires one hundr;7 twenty (120) days from the date of issuance. The total amount paid (permit fee, cc,nnection charge, line tap fee and/or other charge) will be forfeited if the permit expires. The Agency dues not yuarantee the accuracy of the location of %ide sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect three fert ' ail directions from the distanco given. If not so locAted, the installer shall purchase a "Tap and Side Sewer" Permit at the current charge and the Agency will install a laterel. FEES, PERMIT FEF s GG CONNECTION CHARGE C4- , LINE TAP INSTALLATIUN ISSUED BY - HER TOTAL DATE OT717TITAT-LT-- APPLICANT '— DATE OF EXPIRATION •. 1 i I I IUfl �fll { (1 � U � fl � � I � � fl � 01� C1101�i � � Sl � { C 1 ,2 I P 0 •OX 177 • TUALATIN, OREGON 17042 • PHONE 687-2401 KING CITY RESIDENTIAL CENTER March 12, i985 11777 644 QUEEN ELIZABETH ST CITY OF KING CITY 12499- 1 342C-193-000 Insp Type Rt•� Dear William Keefer , 2) Thi ; is a Fire and Life Safety Plan Review and is b__� .j on the 1982 editions o4 the State of Oregon Structural Spe- cialty Code and Fire and Life Fafety Code (UDC ) . the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Cade (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulations 1001' ) phis building is being reviewed as a throe story structure, type V-1 hour construction, having three area separation walls and having an automatic sprinkle- system throughout 1006) Relocate the fiT•e department connection so that it is accessible rpt the north wing Fire resistive construction should be built into the wall area where the fire depart- ment ronnpction is located 1014 ) Relocate fire hydrar�t:s to permit optinun fire departrent access and fireftghtin!2 emergency operations One hydrant to be located at the tjrn S*,cons hydrant to be located uj1 '.h i n 7(7: fes•I of the ; 1 r e departm4nt c oro,,;c f. o o-, and a i rd hydrant should be located at the street entrance (Per Tigard Water District requirements ) 841 ) Provide area separal. ivn walls ti-,at extend to the outer edges of all horizontal projecting elvment < UDC 505(@ )2 1007) Where the roof overhang extends at the main building and the north wing, the exterior door and windut., shall have a fire protection rating of not less than 3/4 hour (Door No 107 and window No 2D ) UDC 505(@ )2 1006 ) 1)ror No 401 in the multi --purpose room shall have a fire protectiun rioting of not less than 20 minutes Door shall elsn be pT ov drd with %mnI, a- gas 1, Pt;R U 3 C 30 h ) �, � 1Ufl �fljl �l � U � fl � � I � � fl � O �� CIlOU OIS �� ICI MW IT P 0 SOX 1'17 a TUALATIN, OREGON 17062 a PRONE 682-2601 PAGE 2 124' 9- 1 1003) The milti-pjrpose room sliding door must be a type having a fire protection rating of not less than one-hour (Or the sliding door may be removed ) UDC 3305( g ) 1011 ) The 1-hour exit stair1.L1ay enclosure ( from all wings ) includes the g•-ound floor corridor which leads to the exterior of the building Therefore, doors opening into the exit corridor enclosure shall be fire assembles having a fire protection -sting of not less than 1--hour UBC 3309( e ) (d ) 1013) There shall he no openings between the 1st floor and 2nd floor other than openings into the exit enclosure Per our conference 3/6/85, the open balcor, les at all wings L-ill be enclosed with either wired glass to steel frarnes or other app^oved glass At the end of each dead end corridor a furniture groupirg will be arranged 0SC 3309(C ) . 1019) Provide fire stoppirj where duct work and piping penetrate ceilings and floor levers UBC 2516( f ) 1020) All penetrations into 1-hour fire resistive ceiling assemblies require fire dampers UDC 4306(d )4 1018) Provide particles -of-combustion smoke defectors throi. ghou� exit corridor: Detectors to activate area ceparat ] or doors. Distribute per listing UBC 43J6( f ) 1004) All hold-open devices shall be an approved Type which will release in the event of a power failure. US( 4306( f ) 1001 ) Provide emergency exit illumination in all stairway en- closures UBC 3313 1010) Fire extinguishers over 40 pounds shall be hung,'rnounted so that the top is not more than 3 1 /2 feet above the floor; those weighing less than 40 pounds may be hung/mounted uith their tops up to 5 feet above the floor UFC Stds 10-1 Sec 1 -4 8 t0mi .41 0144 � j � � 110 (1 OIS � � IC � IUfl � flll (1U � fl � � I � � fl 0 ► O BOX 127 • TUALATIN, OREGON 17062 • PHONE 612-2601 PAGE 3 12499- 1 1022) Please submit to this office at least three (3) sets of automatic sprinGler protection plans 814) Provide hoods at or above ali commercial-type deep Pat fryers, broilers, fry grills, steam- jacketed kettles, hot-top ranges, ovens, barbeques, rotisseries, dish�_­Ashjng machine; and similar equipment which produce comparable amou.,ts of steam. smoke, gre*sF or heat in food-processing establishments UMC 2003(a ) 821 ) Provide approved fire-extinguishing equipment for the prote.- tion of duct systems, grease removal devices and hoods Fire-extinguishing equipment shall comply With U M C Section 2004( b ) or their listing U F C 10 315 667) Provide not less than one ( 1 ) sets ) of mechantcal plans to this department showing calculations, diagrams a-id other necessary data which clearly show code ( orrpllar,ce Inquiry should be made to the Building Department for their require- ments UMC 302(b ) 1023) Please submit to this office approved listing specification numbers or UBC Table 47, jtem nurrhers for fire-yrfsittive assenblios 209) Approval of submitted plans is not an approval of omissions or oversights bt; this office or of non-compliance with any applicable regulations 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) 682-2601 sin erVly, Marie Williams Fire Prevention Bureau h N Z 0 < Dln I n 0 0 0 ooa > z 2 � a Q I N N v r p I v M n O EE u a f l ^ lF I r O u J r r of n Z I Y• r1 M O u V > V ^ W ►' I O O c u u u - M 1 0•+ N N F N 7' 4 i e I - v, r(n O O 0-i J O 3­0 r ♦ T a u « z 1 0 •+ rum u F N M uJJ _1w FN m n-»(A r v r o !" 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V1 •Q r`. m P O O J I O O w w r M r r 7 N 11 7 • •� a •+ Y r 7 w •� .. .r lz 1 0 0 0 0 7 �1 V V F C Y O N + E » C C M u w•+ ti 1 .•� O -• r C ►' �' O tl F m � 7 7 0 V C u • 0 1 4 � R 21a I �-w ('Pv 3mm2mu0DU N z I w O 1 U 1 Nrne In 0t, mP O NCf ♦ n Oh mQ O fVC) 1 M N N In • I n N 1 b l 1 1 +'y •+ O N I t I V PI 'J 0 ►� ly h u u N I I U O ? ,) 1 r Q' i 1 r l r A r C I f l I Pf9 .'1 + O ••Ci • 1h- O I b l I 7 II El x l T I r l C u I tL l < I C I S o u I IC I I O I C a b o O ✓ N I W Z I 1 a l s I • r M1 c r ., C N I H O I r I C I d l e F • v 41s r r i z I r c -s o -. 7 E F I W Co l U W < I 1 m w l • I • rl ., c y L n~ A L F o V I m Ir IL 1 Q I I Q' ^ O c U O r s •r1+ • • F N 4 I 1 N� 1 TM I I I T•• w ; N F V -. O n IZ �. s 4 1 .T I �+►. I 1 + N I I V I 7 N H » C Cu F l c a1 N I N I » f O N Y • �+ 7 r 1=V t 1 • I Z ►• I O • I Om 11 1 I Um m0 t. 0W to L r1 • tr 1 g 1 G z V 1 0 7 1 I w I • I OI 1 r n N r Y r 0 G u u U r1 u C I o M 1 I C D +I O p c C v M v O r r N V G ! Q4 I N Ifl I U 1 O 7 1 I -» 7 F (/1 r OIJAQ A C F O O O W H I C V u 1 Q m I OL R ►•t-I C) ►'p U1[� = V Ifti� I o 1 I DI 1 > 1 Ih •p hMO. O (y Pl •! v, OPTQ 0 - V 4 Q I I 1'1 tY N fV V O I u I P 7 1 I+ V � l u l m v v 101I v ff INI � N� 1 1 1 v. t JS > 1 [ I f I •+•� L 7 Y ; W I n 1 It v v CITY OF T '4RD No. 2641 I / 12755 S.W. ASN P.O.BOX 23397 Date TMARD,OR 97223 Name Address or _ — Lot BlocklMap Subdivisi (Address Permit N'e Bldg. Plumb Cash Check Sewer Other Other Rec. By' Acct. No. �— Description Amount 10-432 Building Permit Fees 10-431-300 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees 10.230-501 State Bldg. Tax 10.433 Plans Check Fee 10.43.5 Other Licenses 8 Permits 30443 _ Sewer Connection ----- 30.444 Sewer inspection _ ------ 24.448 Street S st. Dev. Char e 25-449-810 Parka I S st. Dev. Char e _ 25.449-820 Parks 11 S st. Dev. Charge • 31-450 Storm Drainage S st. Dev. Charge 10.430 Business Tax 10-434 Alarm Permit 10.227 Bail 10.455Fines- Traffic1Mlsd1Parki _ 10-230-_ CPTA TrafficlMisdlVic. Asst. __- 10-458 Indigent Defense _ 30.446.401 Sewer Service/USA 30.448402 Sewer ServlcelC 31.447 Storm Dralnage M _ 40.475 Bancroft Prin. Pymt. 40471 Bancroft Int. Pymt. _ 10.451 Other Charges for Services �-- TOTAL c� DEPT. C , r� ' w 8426 ADDS 17/January/1985 KING CITY RESIDENTIAL CENTER ARCHITECT WILLIAM N. KE.EFER !906 Boradway PO Box 1390 Vancouver, WA 98666 ADDENDUM NUMBER 2 TO: ALL PLAN HOLDERS OF RECORD----- This addendum forms a part of the Contract Documents and modifies the original specifications and drawings, dated 27/November/1984, and addendum # 1 dated 7/ January/1985, as noted below. Insert one addendum in each set of construction documents. This addendum consists of _2_pages. ADDENDUM #1 Changes. - 1 ADDENDUM # 1 Item #1 BATT INSULATION , change to read: In wing ends in truss spaces at the roof line- Flame spread foil faced- R19 In second floor ceiling on wing ends- Unfaced thermal insulation- R38 MANUFACTURER- Certainteed or approved, for all batt insulation 2. 06100 ROUC;I CARPENTRY Page 36 Execution- Building Paper The exterior wall behind the Brick Veneer where 'YVEK" is specified may also be constructed using 151b building paper. 3 07320 ROOFING TILES Execution HIP, RIDGE, AND RAKE: Change- Nails as per manufacturers recomendations. Use of mastic in lieu of morltar at hips and ridges is approved. DRAWINGS 4 Floor Plans 3,4,5 Clarification: Rooms # 130,140,141,142,240,241, are handicapped units with the bathrooms as shown on sheet 11- Alternate Handicapped Bath Plan. 5 Sheet #9 Room Finish Schedule Specification Section 09560 Resilient Flooring Artmend specifications to read: Sheet Vinys #1 Tarkett multifloor, granit pattern 3/16" Sheet Vinyl #2 Tarkett, 4400 series, 0.071" Manitou Pattern Sheet Vinyl #3 Tarkett 4800 series, 0.07311, Wisteria pattern Arm,end room finish Key to read. Materials- N-1 Kitchenette- Sheet Vinyl Type 2 6 Sheet Vinyl Type 3 9 Sheet Vinyl Type 2 10 Sheet Vinyl Type 1 Page 1 8425 ADDENDUM #2 17/January/1985 KING CITY RESIDENTIAL CENIEIt 6 Sheet #9 Room Finish Schedule: Ammend to read: Roan Name Flr. Mat. 103-347 Living N-1 103-347 Bathrooms 6 421 9 422 9 423 9 427 9 428 Spa Room Carpet-4 change to carpet 429 9 430 10 431 Crafts 4-10 Add a small area of 10 434 9 435 9 436 9 437 9 439 9 509,510,511,512,513 9 515 Multi-purpose 4-10 Add a small area of 10 516 10 517,518,519,529 9 521 Storage 9 523 Storage 9 609,610,611,612,613,616 9 7 Sheet 9 Room Finish Schedule: Change to Read: 420 }suchen- Floor Material 44 Carpet 439 Loj%e- Floor Material # 4 Carpet Base- BB Walls- Material # 1/fin A Ceioing- Material #3/Fin G 8 Sheet 19,20 Truss Joist 'I' Series All 2nd and 3rd floor- floor joists to be 1JI-55 Series joists. 9 Sheet 22 Roof Plan Note- Drawing Scale is 1/lb"=1'-O" 10 Plumbing Varification: A All Equipment in the mechanical roam 435 and all related plumbing in this room to be stq-pl ied and install by the same contractor. B Hot & Cold domestic water supply in and out may be by a seperate contractor than the one described above. 11 Electrical SHEET E-6 & E-7 Dining Roam- Add two POC Detectors in ceiling near columns Spa 428- ADd 2 Fmergency Pull stations, one at each spa. TV Room 42b- Add TV Outset. Kitchen 433- Acid Telephone Outlet Hair Shop 516- Add Telephone Outlet Multipurpose 515- Add 'IV outlet beside fireplace. page 2 1-1 Sheet E-2 At ends of Each corri ,r (typ. of 4) Add 1- POC Detect. _ in suspended ceiling. 13 Sheet irl Corridor 405- Add 1 POC Detector at or rear Electrical Panel 'G' midway in Corridor. 14 Sheets E-1, Fr2, E-3 Clarification of location of Magnetic Door Holders (corridor doors) Pairs of Doors # 360,239, 1b9, 365 541, 534, 658 787, 743, 860 15 Sheet 18 Foundation Plan Add the following shaded area to the area requireing additional reinforcing. See Key on Sheet 18 Revised 1/7/85 lip I II 23,0 0 � 2 A, 2 I � 0 n 1n _ �I Page 3 I Kramer 206-C-93-1621 G e h l e n 503-289-2661 Associates Inc. Webber Warks Office Bldg. Consulting Engineers 400 Columbia St., Suite 240 Structural • Civil Vancouver, Washington 98660 STRUCTURAL OBSERVATION REPORT CLIENT WILLIAM KEE_FER, ARCHITECT APRIL 11, 191 -KINV_ RESIDENTIAL CENTER_ REPOaT NO.: _ DATE;.—.two PROJECT: _ ____ _ _ WEATKER:-_ -_CLQVDY TEMP.: 55 -65 GENERAL CONTRACTOR:____ ARRIVEV AT PROJECT W. � pM LEFT PROJECT_ _1Z:2O AM 'M DIVISIONS Ll FOUNDATIONS OR EXCAVATIONS ❑ TIMBER FRAMING REINFORCING STEEL ❑ MASONRY ❑ CONCRETE ❑ STRUCTURAL STEFL REMARKS:_ ____ -_ I ARRIVED ONSITE ANO MET WITH BOB COOK, WE THEN WENT TO VIE REBAR PLACEMENT AND THE CONCRETE POUR•_.18EY WERE GETIM READY TO —______ ACE_THLE9NCREU.1N_ THE FORMS. IN QBSF.gYIKIHE_RE@AR. IT APPEARED_.__ -_—�0 BE SIZED D PL CED IN CQ FORMANEE_ID-THE-CONSTRUCTION-ZOIC ENTS�_ _1K_0AR5_RPEA80_I0_BE_IIIE CORRECT S1H_MQ_DEQUATELY TIED_ CONCRETE-PLALEMEtiLSIMIED WHILE I WAS 1 �� cc By DAVID SHAVER