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15605 SW 114TH COURT BLDG 3 iS(dS :uJ 1 �� +t"� :;. BUILDING PERMIT APPLICATION TIGARD DATE , JUIX 11 85 549;5 FHE-UNDERSIGNED HEREBY APPLIES FJR 4 PERMI I'F0H THt WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LO) N OW_NER Y D.C. JOB ADDRESS 15605 SW 114th Bldg. 3 Coaraw —_.Z1_L�` K.C. ARCHITECT ENGINEER BUILDER BeDeCe ADDRESS 153(X) SW 116th DESIGNER STRUCTURE ® NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION Q RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOU 1 ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑_SLAB_ ❑ FENCE OCCUPANCY LAND USE ZONE 1b-12 —BLDG.TYPE 5N FIRE ZONE _PLAN CHECK BY -- "W HEAT — construct 2 - 4unf t garages all per approved Pin. SEWER PERMIT M _ _.._— OCC.I.OAD FLOOR LOAD HEIGHT 2U NO.STORIES ( AREA 2112 NO.BEDROOMS VALUE_ 250.0000 - BUILDING DEPARTMENT SETBACKS FRONT REAR _LEFT SIDE RIGHT SIDE Permit 110.50 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 110e8 WORK WILL. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 281.33 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 6.82 SDC— Total 286.15 'A�-- PDC# t PPI ICAhIlfCR AGENT By Cz -- -- --- Receipt No. it -- � -- PHONE --` Approved GTW ADDIIESS - valance Ime S DATE INSP. TYPE INSPECTION REMARKS II PLUMBING DATE f8nugh-in — - e/ V. - - - --. .------ Final _..—. ._•__ i —HEATING - Contractor Permit No. Gat or Oil Rough-in -— — Final - SEWER v Final `r --_ ! - `---- DRIVEWAY —�_ --_ -- Final Storm Dralnspe (Rein Drain)Final Sidewalk Curb&Street Find _ Approich MTX, Ur•r +L—r TCMPORARY CERTIFICATE OCCUPANCY (CERTIFICATE OCCUPA!ICYY — Final Landscaping Zo.ni•r^-Ind i R i } i I� 4 r t. •a r.. S'. z A F 5464 BUILDING PERMIT APPLICATION TIGARD DATE- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONEOR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE -- LOT N0. OWNER rualatill !R'OEIOPILEdl9BADDRESS I5".,}_` 1 14t1 (:t• a.i4• i�j _ f.; ARCHITECT ENGINEER BUILDER TUC ADDRESS 1 --- ++i-i-244 LI 4-J-cLESIGNER - STRUCTURE 13 NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR LI RENEVIAL ❑ FIRE DAMAGE ❑ DEMOLITION EI RESIDENCE D COMM ❑ EDUCATIONAL ❑ GOVT ❑ RELIGIOUS ❑ PATIO 0 CARPORT C-i GARAGE ❑ STORAGE ❑ SLAB❑ FENCE 1��-1Z ata FIRE ZONE- PLAN CHECK BY Fn OCCUPANCY `LAND USE ZONE r BLDG.TYPE E- HEAT --- - - Construct 6 unit apartment lWilding all per approv(W Plans and Code Requirements. 2-Vintage, 2-1,ol Pbnta:, 2 .Barrington, 2Lt}infield _-^— `- 14 Bedroom 14 Bathroom SEWERPERMITN 2i-A74 .-. JC.LOAD 4,J0 HEIGHT 2t3+ NO.STORIES AREA 7984 NO.BEDROOMS 14VALUE 767,00 FIL R L AD _ - - -- - BUILDING DEPARTMENT SET BACKS FRONT REAS LEFT SIDE _ RIGHT SIDE Permit 00.5u 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 `.:=,L'3 VU. WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 'ki4'i) WI IH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE STIrTm UU.20 Vd RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS -J-- LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State T_a,� 34.02 S1:UC $15U. 1,777.55 SDC— $2,4uv,00 Total -- PDC011 4720.,)U APPLIf:ANT OR GENT By Gz Receipt No. ------ ...----- ---_-- - -- Approved ETW -; ADDRESS PHONE _ Balance iAm*1184. - DATE INSP. TYPE INSPECTION RILMARKS PLUMBING DATE ContradQ T-1 Permit N(C..r Rough-in i0i Fixture Final HEATING Cw C).Vv&;w-- --r Contractor Permit N -- a Gas of Oil S r --L — R,,.qh.in Final SEWER Final r DRIVE WAY Final Storm Dranap (Rain Dain) Final Sidewalk Curb&Street Final BLDG. DEPT. iriN.L Approach TEMPORARY CERTIFICATE OCCUPANCY rFPTIFrICATE 0-CUP;NL;Y Final Landscaping Zoning Final "Opo" 1LLDING PERMIT APPLICATION TIGARD DATE— '" 19 Vo THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN NDICATED BUILDER PHON4&*" `'ING PLANS AND SPECIFICATIONS. OWNER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING 1 LOT NO.____ fill S JOB ADDRESS OYJNER Mr — — (;HI GIN R DESIGNER BUIl1JER f��_ L1 L ADDRESS-j—A7-0--t /� A- STRIICTURE 1t�riEW _Q REMODEL ❑ ADDITION 0REPAIR ❑ RENEWAL C3FiREDAti;AGE C3DEIAOLITIC ESIDENCE MM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOI'S ❑ pA�O C1CARPORT (3 GARAGE G STORAGE ❑ SLAB❑ FEN( (11 PLAN CHECK BY HEAT_— 0C,CUPANCY _Aj —LANO USE ZONE _a1SL BLDG.TYPE I SEWER PERMIT It -- NO.STORIES A9Z N0.BEDROOMS�� YALt p� L.C,C,LOAD FLOOR LOAD HEIGHT REAR LEFT SIDE RIGHT SIDE BUILDING DEPARTMENT SETBACKS FRONT Permh THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZOK!1I EGU"r,014S AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT TI PlanCMc PORK WILL BE DONE IN ACCORDANCE WITi1 THE PLANS AND SPECIFICATIONS AND IN COIAPUANI rylTM ALL APPIJCABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIS Sutrtutal _- RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSII:a LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATIIIG. StatA Tax 1.01 POCIF APPUI%ANT OR AGENT�� Recalpt No, AUURESS Approved— ssDC $ SDC 00C SEWER CONNECTION `5 —• SEWER INSPECTION S,_�—_�--- SEWEH SI;nCHAP,GE S �.s w UILDING PERMIT APPLICATION TIGAt-4:) ER �'Si—;1 1 THE UNDERSIGNED HEREBY i PPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED �P.PHON OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND ECIFICATIONS. OWNER PH n �� t a�4 �... JdBADQFlES.:� OWNER CHI �fjlra GIN ER � DESIGNERGUILDER — ADDRESS 4 — —�- --- STRUCTURE t EW ❑ FEMLITIC OD�L Cl ADDITIOI�AIR — ❑ RENEWAL ❑ FIREDAMNaE ❑ DE►,10- 911OKESIOENr: My1 ❑ EDUCATIONAL E7 GOV'T ❑ RELIGIOUS ❑ PATIO C] CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FEND PLAN CHECK BY OCCUPANCY LAND USE ZONE BI.DG.TYPE _ r 07 SEWER PERMIT N �"�-�"�.� ,.. —�_ _---- — !� —_ --- )� � NO.BEOROOMSO— VP•Ll{ �+'C UCC.LOAD FLOOR LOAD HEIGHT �fe'_ NO.STORIES AREA �r-- REAR LEFT SIDE RIGHT SIDE -__BUILDING DEPARTMENT SET BA REAR-- L= p6rtnn THIS PERMIT IS ISSUED SU1lJF.CT TO THE R(`GULATIONS CONTAh.'SD IN THE BUILDING CODE,ZON'.1 REGULATIONS a•ND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT TI Plan Choc OAK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COtnPL1AN1 WITH ALL APPLICABLE CODES AND ORDINANrES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIT Sub total RESTRICTIVE COVENANTS.CONTRACTOR AND S'J8 CONTRACTORS TO HAVE CURRENT CI IY BUSINU IJCENStL SEPAILATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. Lo Slate Tax L TOla 2 �J PDcx APPUCANTCAAGENT +`- !"� Receipt No. Pf1UNG AUORL� Approved SSDC --- SDC - PDC ------ SEWERCONNECTION_5 SEWER INSPECI10N ;' WER SURCHARGE _S BUJI0ING RECEIPI DATE - — ---.-- ACCT. N DESCRIPTION AMOUNT 10-432 Building Permit Fees 10-431 -600 Plumbing Permit Fees s 10-431-601 Mechanical Permit Fees s -- 10-230--501 State Building Tax --�- 10-433 Plans Check Fee s --------- -- 30-443 Sewer Connection (20X) s —_- -- -- 30-202 Sewer Connection (80X) s --- --- 3,)-444 Sewer Inspection 51--448 Street System Dev. Charge (SDC) s 52-449-610 Parks I System Dev . Charge (PDC) s - -- 52-449-620 Parks II System DQv. Charge (PDC) 31-450 Stum Drainage System Dev. Chrg (SSDC) f -- 10-230-505 TRFD (95X) 10-470 TRFD (5%) ; 10-130-506 Washington County Fire N1 (95X) f -- 10-470 14isshington County Fira N1 (5%) : ---- 10-220 Amart/Wedgw+ood --.---__. TOTALL� --- i (bo/1214P) BUILDING PERMIT APPLICATION TIGARD DATE / THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDcR PHONL�' OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE. . OT NO. M J08 ADDPESS OWNER ARCHITECT opENGINEER f �fl� _ � BUILDER r�� ADDRESS C DESIGNER (] i-IRE DAMAGE D DEMOLITIC 11 STRUCTURE ��NEW 0 REMODEL M ADDITION_-_� REPAIR.- RENEWAL J EKRESIDENCE UCOMM COM� O EnUCATIONAL ❑ GOV'T ❑ RELIGIOUS C3PATIO ❑ CAR?ORT ❑ GARAGE G STORAGE ❑ S11t8 FEND c'- - -----PLAN CHECK BY HEAT-17�- OCCO2ANCY _LAND USi:ZONEf L-BLDG•TYPE AA AQAt SEINER PERMIT M t�J��7 � _ fy NO.BEDROOMS a Yr•�ue °� OCC.LOAD FLOOR LOAD HEIGHTAO* NO.STORIES �" AREA � — _ R vo . LEFT SIDE RIGHT SI96e,...-- BUILDING DEPARTMENT SST BACKS FRONT Permit �I. y� 1HIS PERMIT IS ISSUED SUBJECT TO THE REVALATIONS CONTAINED IN THE BUILDING CODE,ZON'I F.EGULATIONS AND ALL APPLICABLE CODE. %ND ORDINANCES, AND IT IS HEREBY AGREED T IAT 11 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANT WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT rIWAII Sub-total 11 �s �'^ RESTRICTIVE COVENANTS.CONTRACTOR ANn SUB CONTRACTORS TO HAVE CURRENT CITY BUS UCENSE.SEPARATE PERMITS REOUIRED FOR SEINER,PLUMBING AND HEATING. j State Tau • �' SOCA+T oTotal PDC► R AGENT BY ut'lI _ — App -----_-._.__.-______--------- ----- Receipt No.µ ADDA SS SSDC -� _ �$ s'0. 10v — SDC 0 (K_ 3 �!� 77�F , PQC SEWER&C ANgLC�It)N SEWS____ R INSPECTION $ 4 � SEWER SURCHARGE: S _ — ie[ ®► v s1 1 BUII DING, RECEIPT r NAM / �1� l�t.- DATE' ------ --- �"- -- `��f- / ACCT. N DESCRIPTION AMOUNT 10-432 Buildirvj Permit Fees 10-431-600 Plumbing Permit Fees s 10-431-601 Mechanical Permit Fees 10--230-501 State Bu i l,i ing Tax 4 10-0,33 -- Plans Check Fee _ (} 34-443 Sewer Connection (207) s -- i 6-0— 30--202 Sewer Connectior (8076) 30-444 Sewer Inspectson ' y sic) 51-448 Street System Dev. Charge 52-449-610 Parks I System Dev. Charge (PDC) f -- 67 52-449•-620 Parks II System Dev. Charge (PDC) ---- 31-•450 Storm Drainage System Oev. Chr9 (SSDC) 10-230-505 TRFD (95X) s 10-478 TTFD (5X) s -- 10-230-506 Washington County Fire 01 (95X) f 10-4/8 Washington County Fire N1 (5X) f — 10-220 Amart/Wedgewood f TOTAL R 1 (bo/1214P) FEW BUILDING PERMIT APPLICATION TIGARD DATE—V- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED �I�R PHONE OR AS SHOWN AND APPROVED IN THE ACCOcIAPANYING PLAN'S AND SPECIFICATIONS. of iER _ T' /1 [' .► Joe AODREss1r• -1-�—`sA O�rjNERI/A� LL.r.1 Cd ARCHITE ENGINEER .rye ADDSS DESIGNER BUILDER / _/�___ RE -1 - - --- STRUCTURE Q NEWL7 REMODEL ❑ AOUITIUN ❑ REPAIR Cl RENEWAL ❑ FIRE DAMAGE ClDEMOLI'f_C _ ,FS RESIDENCE ❑ COMM ❑ EDUCATIONAL C] GOV'T J RELIGIOUS G PATIO ❑ CAR i�OR r�O GAS RAS GE ❑ STCaAG �ms�� :BLDG.TYPE - -----"N CHECK 13Y HEAT � -- OCCUPANCY '•�_LAND USE ZONOCCUPANCYE - F—AA- SEWER PERMIT If �� y — - ---- �—'- �—FLOOR LOAD O HEIGHT�&0+''NO.STORIES AREA NO.BEC. looms ��V�D�' OCC.LOAO _ BUILDING DEPARTMENT R LEFT SIDE RIGHT Slaifi•..- y uET BACKS FRONT -- m.�---- .�.,�.��...e..�. ... Permitq�t sm THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED k:: THE HEREBY :IG CODE. AT TI REGULATIONS AND ALL APPLICABLE CODES AND ORDINAIICES. AND IT IS IONS A AGREED APLI TI 1Z", 0__ fir WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANO SPEgFICATtONS AND IN COIdPUAt�I p WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF TSIS PERMIT DOES NOT WAIT 1 S,• •` RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY UUSINO s LICENSE.SEPARATE PERMITS REQUIRED FOR SEINER,PLUMBING AND HEATING. Stasi Tax 7qlLO SOC-- _ACA - ------_-------------- - -- Tota PPUNT OR AGENT PDC* By ff.a� —------— ——PHONE — Receipt No. I. JADORM - SSD(,' -a� S eZ�sLt. I�e SDC Sou SEWER&C O s E C T I O N SEWER INSPECTION s SEWER SURCHARGE S CITY OF TWA RD No. 5957 12755 S.W ASH P.O.BOX23397 Date_ � S TIGARD, OR 97223 Name Address - - ----- Is 2 Lot Block/Mal) Su bdivisionlAcldress L l T Permit M's Bldg Plumb Cash Check Sewer Other J Other Rec. Byr Iz r Acct. No. Description J Amount 10-432. Building Permit Fees 10.431.600 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees 10.230.501 State Bldg. Tax 10.433 Plans Check Fee 10.435_ Other Licenses & Permits---- 30.443 Sewer Connection ` 30.444 Sewer I^spection 24 446 Street Syst. Dev. Charge 25.449.610 Parks I Syst, Dev. Charge 25.449.620 Parks II Syst. Dev. Charge _ 31.450 Storm Drainage Syst. Dev, Charge 10-430 Business Tax _ _ — 10.434 Alarm Permit 10-227 -- 10.455-r_. Fines - TrafficlMisdlParking _ 10.230. CPTA Traffic/MisdIVIC. Asst. 10.456 Indigent Defense J 30.446.401 Sewer Service/USA 30.446.402 Sewer ServicelCity 31.447 Storm Dr-mage, _. 40.475 Bancroft Prin. P mt. 40.471 Bancroft Int. Pymt. 10.451 Other Char ems for Services — TOTAL �)l�: h.. �•, DEPT. I t � BUILDING RECEIPT �� i a •-` r •/ DATE: NAME: � f ACCT. N DESCRIPTION (,� AMOUNT 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees s 10-431-601 Mechanical Permit Fees s 10-230-501 State Building Tax s 10--433 Plans Check Fee 30-443 Sewer Connection (20X) s — 30-202 S,wer Connection (80%) s — 30--414 Sewer Inspection s ---- 51-448 Street System Dew. Uiarge 52--449-610 Parks I System DQw. Charge (PDC) 52-449-6':0 Parks II System 04v. Charge (PDC) f -- 31-450 Storrs Drainage System Dvw. Chry (SSDC) 10-230-505 TRFO (95X) 10-478 TRFD (5%) 1 _ w-L30-506 Washington County Fire 01 (95X) � 1r#.—A78 Washington County Fire N1 (5x) f 10-220 Amart/Wedgewood y� TOTAL (be/1214P) BUILDING RECEIPT NAME:_ ' ' — DATE: ACCT. N DESCRIPTION AMOUNT 10-432 Building Pe•mit Fees 10-431--600 Plumbing Permit Fees t �_ 10-431-601 Mechanical Permit Fsees s 10-230-501 State Building Tax s - 10-433 Plars Check fee 30-443 Sewer Connection (20X) S 30-202 Sewer Connection (80X) f 30-444 Sewer Inspection s _ 51-448 Street System Dev. Charge (SDC) f 52-449--610 Parks I System Dev. Charge (PDC) 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storrs Drainage System Dav- Chrg (SSDC) 10-230-505 TRFD (95X) 10--478 TRFD (5X) 10-230-506 Washington County fire 01 (95x) 10-178 Washington Canty Fire N1 (5x) 10-220 Pmart/Wedgewood -----._�__— TOTAL (bq/1214P) Tualatin Development Companv MEMO Date J — Job To A4 C.�1•�►vl nit ear�i�D — 8 ToTA k- YP - ( tW- L(f 6 Wr--TY U % Signed - - 1 1 Gln `J q f'!n `^gym F r . b4 i� yb60taayfyi(•A4r,��ws OF OCCUPANCY I�ICAT� CITY OF TIGARD 4 OREGON M Tualatin Development Permit \o.-_i1v7 Owner: r/1' Address: — -- -- �` �4 ¢•` dt I Building Address: R1 Use Zone: lildg. "I'ype'N " ,}A "err occt.oan _ Land : Commtnts: natahex _. 19 5 / Certificate is hereby given this_2nd--day of that said building may be occupied and that it complies with all ti Q requirements of the Building Code for the City of Tigard, as approved 1►:� ,�: r by the Tigard City Council. ' 1 B dt9,a inspector s V /t Fire Dept. Budding Official I ' Post Certificate in Conspicuous Place r ', u ,; •>w',, ►:�'�rN�, (, � tt� A Alb; ,M� A� � ."„ 11,�,�' '�.m INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 _ Phone: 639-4171 lsx k Type of Inspection —� – r7 Timr ; ^ A.M. P.M. iDate Requested- / --�.. — _ Permit # Address �,— i Owner _ —_T Lot # _—.— i Builder --- — The followg uilding Code deficiencies are required to be corrected: i f r r' s- i I • G may ` I ------ Approved I, Presented to _ J// rl � �./SLS LDisapproved Inspector Date CALL FOR REIN7NO CTION r-1YES INSPECTION NOTICE City of'Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 � -- --- Type of Inspection —P.M. Permit�f (J. --_ Date Requesteduested Time A.M. Permit Address i __ _ J_� LotOwner —T Builder , --- -- — The following Building Codedeficienciesa* required to he corrected: Approved Dresented to �Vi►�� Disapproved Inspector D:ate CALL FOR REINSPECVON OYES 0 NO — INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection I Date Requested a /�l /'-' -> Time A.M.----P.M. r- , � — Permit #`------ E Address n — 'f l _ Lot # _.__--- I Owner ._ Builder ------- The following Building Cede deficiencies are required tu be corrected: j 6 -- I I Approved II Presented to f Cl Disapproved Inspector Date CALL FOR REINSPECTION i [] YES SCJ 140 � 1 r , BUILDING PERMIT APPLICATION TIGARD oarE__�.�--1--- 19 " 1 T /� HE UNDERSIGNED HEREBY APPLIES FOR A PE:R?AIT FOR THE WORK HEREIN INDICATED BUILDER PHONE': j PLANS AND SPECIFICATIONS. OWNER PHONE —� OR AS SHOWN AND APPROVED IN THE ACC0N,PANYIP G �, LOT PI 1r JOBADDREE-S 1 �.f�_ a.ur4E8 ARCHITECT -- ENGINEER f -� I(o �� DESIGNER BUILDER L L ADDRESS ST_RUCNRE _(NEW _❑ REMOOEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ :iPE DAMAGE ❑ DEMOLITIOr RESIDENCE ❑ COMM El CDOCATIONAL :1GOWT C) RELIGIOUS C3 PATIO ❑ CARPORT ❑ GARAGE G STORAGE ❑ SIAEi_ O F�1 _ �' p� •/ FIRE ZONE PLAN 11 CHECK BY HEAT C�,%iiPANC.'Y �1L � �LAND USEZONEI��Jt—BLD.i.TYPE ��.dL_— L4 Sl�WEA PERMIT K // OCC.LOAD FLOOR LOAD `F i HEIGHT �c�t' NO.STORIES L- AREA 603() NO.BEDROOMS/-Z VP,LUE1'v C1OU BUILDING,DEPARTMENT SETBACKS FRONT <' t. _REAR ,� Etl-t t LE{�.$iDEa RIGHTSIDE. Fcrmlt (f. THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDINC. CODE,ZOti'!1; REGULATIONS AN 7 ALL. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED TEAT TNI PlanChecka2 i WORK WILL HE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COlI!PLIANCI 7 (� WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV'- Irs�l�lY,FI r) ,�[) RESTRICTIVE COVENANTS.CONTRACTOR AND 5UF) CONTRACTORS TO HAVE CURRENTClrr RU sIA:t5' UCENSE.SEPARA"E PERMITS REOUIREC FOR SEWER,PLLII.IEIING AND HEATING. State rax a U y Total PDC+r APPLICANT CR AGENT - -� Receipt No. ADDRESS PHONE Appy / 7q - �� q I oc a SDC 641 O. 4 �� L � .�loY►Yc�. PDC �l f K Z SEWER CONNEC i I�N k `Z 5EijERINSPECTION - SEWER SURCHARGE S Mud R 4F BUILDING PERMIT APPLICATION TIGAR0 DAT ' --- 19 THE UNDERSIGNED HEREBY APPLIES FOR A PERPAIT FOR THE WORK HEREIN INDICATED BUILDER HOOD OR AS SHOWN AND APPROVED IN THE ACCOtfPANYING PLANS AND SPECIFICATIONS. LO f'1 JOB ADORES OWNER � l�[ ' ARCHITECT ENGINEER ADDRESS LC' 1 /l� DESIGNER BUILDER -�5--.� STRUCTURE NEW ❑ REMOM. r-1AO0ITrON _❑_REPAIR C1 RENEWAL U FIREDAMAGE C1 DE►AOLITIO� C3 RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOWT ❑ RELIGIOUS ❑ PATIO C3 CAR PORT C3 GARAGE G STORAGE ❑ SLAB❑ FENCI — 5F? FIREZONF t PLAN:HECK BY' — HEAT_ O;--i,UPANCY _L1_L�.LAND USE ZONE QBLDG.TYPE ll� p _^ 4443.61/ SEWER PERMIT M - — — — — OCC.LORI, FLOOR IOA��NEIGNT AA/ --NO.STORIES AREA NO-BEDROOM!'"— Vh.LUtSJ cx' r BUILDING DEPARTMENT LEFT SIDE_ RIGHT SIDE SET BACKS — P"-rmit cy( O O 0 THIS: PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COLE,ZOWN, REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS NFRedY AGREED TEAT THI IPlan Check I P�S WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COIAPI_IANC' �-� WITH ALL APPLICABLE CODES AND 09DINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV'. Sub-Ict I RESTR!CTIV::COVENANTS.CONTRACTOR AND SUFI CONTRACTORS TO HAVE CURRENT CITY 136SINiS� LICENSE.SEPARATE PERMITS REQUIRED FOR SEWicR,PLU61Ej1tIG AND HEATING. State Tax • S�__ __ Total ' � --------_------------- POC>t APPLICANT Or.AGENT By – _ Recelpl No. ADDRESS PHONE SDC c] POC SEWER CONNECTION S SEWER INSPECTION S SEWER SURCHARGE S - ;;I"gv,a�D BUILDING PERMIT APPLICATION TIGARD D!. E ___-_-- -�_ '19 115 5148 TILE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE __ 639-3101 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO._-9-41140E OWNER '.Guaiacin oeve lojnnsntJ(DH ADDRESS dAW b 1 6',)5 SW 114W CIL ARCHITECT ENGINEER BUILDER Saline _ADDRESS 15300.5W 116 h Kick City DESIGNER STRUCTURE IN NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ DIRE DAMAGE ❑ DEMOLITION U RESIDENCE r, COMM D EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT FILGARAGE C7 STORAGE ❑ SLAB❑ FENCE OCCUPANCY 11 LAND US'c ZONE R �O-FDSLDG.TYPE 5N --FIRE ZONE PLAN CHECK BY ETl>! .HEAT___ Construct (2) five unit am ( 1) 4 units garage all }Her approved __—_-- plans and CodelZRequirements SEWER PERMIT# OCC.LOAD FLOOR LOAD Conc HEIGHT 16t NO.STORIES z _ AREA 3696NO.BEDROOMS VALUE_ j l BUILDING DEPARTMENT SET BACKS FRONT REAR r1"17 LEFT SIDE RIGHT SIDE -- - 29o•a�; I �- -- -- - -- - - - Permit -_ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES APID ORDINANCES, AND IT IS HERFBY AGREED THAT THE Plan Check 1(iE3.51 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND +N COMPLIANCE WITH ALL APPLICABLE CODES AND ORD NANCES. THE ISSUANCE OF THIS PERMIT DOES NjT WAIVE Subtotal _ 4 1d•5 1 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax Q% 11,60 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. 490.1 1 SDG— Total By -- PDC# APPLI ANT OR AGENT d�; -- / , t71N _- - Receipt No. -- Approved ADDRESS -�— - - - -- ---- -+ ---- PHONE-- • i DATE iINSR1 TYPE INSPECTION_ REMARKS PLUMIJING A I DAT! Conilvirtni, Permit No. ----- u in Fixture Final Hl-'.ATING Contractor Parry.i;No. Gas or Oil Rotigh-in Final SEWER Final DRIVEWAY Final Storm Drainap Main Dain)Final Sidewalk Curb-i Street Final Approach SLOG. DEPT. TEM"ORAR CERTIFICATE OCCUPANCY IrINW7r FICATE OCCLPAW Y Final Lanchceping Zoning Final 514_ BUILDING PERMIT APPLICATION TIGARD DATE_.-_I " 3 ,15--0--- 1 HE UNDERSIGNED HE,�EEY APPLIES FOR A PERMIT FOR TI E WOINK HEREIN INDICATED BUILDER PHONE- X39—j1SlL__ OR AS SHOWN AND APPROVED IN THE ACCOMPANY NG PLANS AN')SPECIFICATIONS. OWNER PHONE OWNER � — i'Ualatin UeV 1 lopma ntJ(%'0*DDRESS 1W v 15655 i ' SN 114th Ct* LOT N — - - ARCHITECT Sam 15300 SW 116th 1Kiv* City DESIGNER NGINEER Dale 1'ailer BUILDER _— ADDRESS NE — ,. STRUCTURE L3 NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE _F1 DEMOLITION 5 DkRESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIkiIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY "1 LAND USE ZONE _R 20FD BLDG.TYPE FIRE ZONE_ i PLAN CHECK CY STW -_—HEAT Ai 1s ConBtruet a 6 unit ap_t* all per approved plana sad Cade requireatrrata _� (2 Vitutage) (2 La Costa) (2 Del Monte) _ Includes Site Work for this Bldg. 12 Bathe 12 bedrooms SEWERPERMITM 26290 -- OCC.LOAD FLOOR LOAD 40 HEIGHT ')L'+ NO.STORIES 2 AREA 6030 NO.BEDROOMS 12 VALUE 191 vUU0 _ BUILDING DEPARTMENT SET BACKS FRONT ser. REAR Flans L_EPT SIDE RIGHT SIDE Permit b6u05U 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 * 429.33 WORK WILL BE DONE IN ACCCRDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE }�rJ * ��.x�1 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PEI3MIT DOCS NOT WAIVE _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HOVE CURRENT CITY BUSINESS _— LICENSE.SEPARATE PERMITS REQUIRED FOR SEVER,PLUMBING AND HErTING. State Tax 42 26,42 s U4 138U.4S SDC— 6 — I800.OU Total - - z dm PDCN11 X540.00 APPLIC NTO A ENT `� By -- l - C.-.( ' ", ', / 1.�_ Approved —Tv 1'k Receipt No. DDRFM — PHONE tw c. NO* I.J14 DATE �INSP. TYPE INSPECTION REMARKS PLUMBING I BATE c Contracto Permit No. Fixture -- Final �— --- -------- ----.�._ HEATING , has or Oil _ Q'J Rough-in a Final — - - '!/ SEWER Final DRIVEWAY �— - Final Storm Drainage -- — (Rear Drain)Final Sidewalk -- Curb dI Street Find Approach _ d.DO. 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Eb, SDI: T•�f x l.v r•�( -N/.v ¢�LL eN F I o 5� TI p � . � •�, •. _ i tLlw� Z-��11 •- — � � F' IDE':? o - - — Z1j-' Y�tZ'3N f✓IP E pl.�yC.E ) r�-�� L EST i N (Tye - /h''�, �1•b.��Ie� trEvEt- J zq-k� Fle,�p�c:.E r�G1..r�o�r�-E, �'�'S� 4 An I ��' , I VI�►Te�E,. taut-�,Is � I�, i-�,,�►.1tit L �e. \ - L�_.��g S o et".K- rl� P��..iz ---- �.J��u-�� r�,�•�g��. �x � SIDE c� Z�'T'fP J I�� [�f iE aF I T-4Ic r. ( I- E,.I ►moiWE Fl— �IF C gE Q -- I" L4tlL yIF ��rt ��r ✓c�l E j.� � � � i •. -I-b � �I`I rJ� �J STN `►e s' I J (cam"M�,) . •,► . . - • ► ' • ' �' •' •f ' • . ., • _ -- - , . . � .`. w A , jp If No Romp y►,,.,. � - , "' a •��'�Mr► a+r.._.,�•- • � III�III IIIIIII IIIIIIIIIIIII I IIIIIII V IIIj,I IIIIIII NOTE; IF THIS MICROF?LMED DRAWING IS LESS CLEAR THAN IIII111IIIIIIII IIIIIII IIIIIII V IIIj,I IIIIIII III �III IIIIIII VIII I III�I I IIIIIII I� I.IIII ' IIIII I IIIIIII IIIIIII IIIIIIIII �illll I___1 I I I_41 THIS NOTICE. IT IS DUE TO THEDRAQUIfA'LITY OF THE ORIGINAL E Z $L LZ 4L I , I �I ��i, l � I ,III I � �I _ ► I 'I � � I�!IIIrIII�� I �IIIIIII�I � �,�� II►IIIIIII:III �� IIIIII�IIIIIII � �� II►II �� IUIIIIIiIIIIIIIIIIIIIIIIIIIiI�IIIiIIllilililllii�� lilIIIIIIIIIIIIII�IIIIIIIIIIII,�IIfIIIIIIIIIIIIIIIIIIIIII�I..�,,I.IIIIIIIIIIIIIIIIII IIIIIIHIIII � IIIIIIIIIII�IIIIIIIIIIIIIIIIIII,IIIIIIIII ilii AYM 1 990 , i . w 4 .„.. ... i �-x Y'✓ OiV!-Y,.Y lL.,,r" n,.�r , _,... '. ,. , .n.«d'O/nr •. y• w V ,,m}Y} 4M•''j1x � !! t '�, . 1 - ,vel T ;,:.ea : ` '' ,.. f =� a F`I �} •, � r'Y. .. p'!`�t ? ' -0"j' ':„t � '1P f'../!r k, , , �{t� { �! '(' ' t ,fir,•` �. _ � i ♦ 'I, t�•.,, �k � �py�'^.. ".� `I •� , � r ,y �� : L;' ry < a FN',Ll p .v �,y,. �”, n/-.t1i.'✓'N, Or . — , ' .: L`r• , d:E..,:; w p-s'a'. ' .•-t ')) ':�.., t :. . /'k. ) � ,;:a tn.li:' �1.Y 1�� ;•I� , ytV;� �.I: ..,'r. ..M"', .rr'' GM.'.�Y ' ' j `tf'•.,.4rr 'I' ,le ,, ,r ° a:;'v. r 1.. r_p i• L ,. CONDOMINIUMS 1w1 T' `,S ;t. dy; Y,f,l• , fit. : y �'{' , t+ ie> n'•' r� .,i�ri a[,,.II';, � ,. .r4 Y' r.'; �,yryi trt,A�. OAE,GDN 1 � 01 t 4 F� t f 'a 5� •�... CAmys order 1 }�,�}11 b MINow"01 fit' 11M Marti, D[Ipirtowt aT , : i� _ .. - a, '.1), t '-1 Men •�'-, , : .. Taoietln Mwlapya �ltillir-%1 Ose>!►alta SIA+, VAemalls, VK fel, end Nt2[a i; d:,, •''"'dl , ' • fl*t :tbors , �f ' ChAdi orders shall be wood as the 0AW9 means to altar work specif led In .. ). ; 1) MW Ida 1611 ctnF11'014 ,11440awk for on,lit slob flooring, islbarys, 5, v , t V's •"' ' *rlor aagwp as GENERAL CONDITIONS G'le construction doewooanta due to er reds omissions. material slwortpel, "ties, wate4fof �k lgping, Stops, entry stoops[ and othar sxceriof • -ty [ ,'tQafeln, coNylata lam o/`�yMe,, ofag Md am I Per drawings ' au►otitutfons, etc. atl-Qo!f► *take Mr 04ta•. „ tbte/, with /1 (apersitrty y„ The Estimating and Purchasing Depoemmost of Tualatin DevolopeentbrfMR Cawpeny t," ,2) AI) inh-ptP1e IIA flagrill wl 11 be poured level tiros'.tftje' wi sA respect t t ia' � ' .� I' REVIEW AND ACCEPTANCE OF SITE PLANS AND SPECIFICATIONS will be responsible to verify the cketyw order respeot for telt ey - .Ito the lloclf lad gradti tar plan, i r qt , 1.1 1' fallow cusr flash -with With the Subcontractor. '. ) - •.,. n. ( _�' u '• p', ' '� , r $c ;'fircb Ya r It will be the understanding of the owner, Tualatin Dave lopstent Company • S)' Ail an-praq slab IloslrfM rill he double steel trwled'ind free from r' is 11i1i , • that the subcontractor has completly reviewed and has scooted all cm- The Construction Bape►ttent of Tualatin iwelepewwt will W rstapMhf l►N Far Yilmyo ar hDl trema. - � ��, ,,}v n struttion documents (plass, specifications' scope of work, mitt.) and the Issue"* of the Chatip order to the affected subcontractors. • ' Iis - - 0P . I 112 louve d now proposed refect Alts mts)he time of bid submittal , ' �) Af!' onrc9ie sAal l- W }Mbar prewlasd or trans it'mixod 'r l th 1 f-Dip, pacyyt Doers , r .. grps}ve 'stns"tk of 2'3BD P.%:f. at 29 days. - ' . r,. ftPiler nor flush with - ,l AVAILABILITY OF SPECIFIED ITEMS - - - ♦ Dtra Ve r. ". S) TIM sw4captractor shell be fesPonible for proper staging amid piscament. Unit Entrr Doors T. . ' x e Subcontractor wail verify prior to bidding that all specified items will be < of all belts, c"Ae Ecu anchors. ped other related hardware, ' Sub- R 3/4' sol d own flush with •. s available in time for installation duelng orderly and timely progress of work. CMITOG%w will Protect all cencrsto from Promature drying, vandols, I birch Vane r (I he fated with _ DESIGN SPECIFICATIONS freest", and Mrefut effects of weather. 20 nitrate ants) install with self clool hf In the event spec if led Items will not W so •wil•ble, the subcontractor will "% ,' •,. '. � dmfs, V.IIss ` notify the Design Department of Tualatin Duvelopnnnt C prior to bid 6) Concfesa shall be.sec Aenlcally v,br,tod sus}ic iently during pour to - '` of 1hp rwi so Led�,�Q�jw�P�IML FL)LIZY submission. OIT,ISION 01 : OMIT assure • canslltant henggpsows mixture throughoutc R.lFrgp_. (ss1E�t.OLt01 r I 2) Doors and framing to be pref)atshed to notch finished into for oiliwork used a° }f �K� •'` �) Exterior steps will be'constructeo with a mint " throughout project. All costs or delay! because ed non-availability of , will be )acne, when such a "xioam 61" riser height. '! ►5 tread width and delays could have been avoided by the subcontractor, will be back charged as DIVISION 02 : CONSTRUCTION OOCIMI[IRS l) Provide awl door hardware asspecifiedin Division 38, tion !, her'sin. �! necessary without any additional cost to the owner. .. _� , Section A - Civil Engineering s site Development k) Subcontractor t6 supply complete color and fRwI BA 9 ng corn[ d) eaaps will not s+sceed • wxlsAA. Slope %amiliki for solottioe to r J"$TITUTIOIIS OF SPECIFIED MATERIALS pe rated.of I : ls. " the Design Department of Tualatin oeveigpwntt Cr heoa, y f r appri11N) prior 1) Plans and Specifications by: 2f Structural Engineering by,t to production. Proposals frr substitutions of materials, equipments, and methods will be �•� 9) A11 exterior patio, and walkway surfaces to be exposed aggregate with considered ons when such proposal are ace y tiOnFN fJ�VLTl+NT� =NG, saoxY cast surface finish. - 1'4t Y D D moan Ted D fall technical data Dale !Miler Ea Igmars - and other Information required to evaluate the proposal . (I(i1 = �,r u �-v%TIUE B ! DIVISION 15; GUTTER AND' VENT)LAT ION 11607111.V. Lake.Fmrast fi vd. DIVISION 03: OMIT Proposals for substitute g Department - _ I,eha QsweDo/ 0(agon, S17b� ~; pouts W opo will be submitted to the Design D ar tment of SK[)al A - Gutters and Downs �l tvalatin Developo"tCompany - i \ - (SD3) 6)5-'3N8 DIVISION 09: FRAMING MATERIAL 1) Provide all (0� �4-'fl4l putters and downspouts shown on the drawings and !pacified i { t Do not substitute aro, equipment , or methods specified unless such Section A - Framing Material herein , complete In place, tested and r, bsti tutlon has been a operating. wpDrovod, - 2) All gutter and downspout materials Section ! - Architectural Plans t Specifications 1) All lumber is to be wall seasoned, air on kiln dried of uniform moisture to be 26 gauge galvanized slneatmatal : CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS content , free of dryrot , twists or splits and sized per plan. j) Gutters to be 51, 'R' style facts type mounting directly to end of truss tolls. 1) Plans prepared by: Should any conflicts occur l or between construction docoment s, the order Ail 2 x 4 studs to be standard or better rade Coast Douglas fir. All 4) All materials to be Primad and ready for paint, , D 9 of precedence shall be as follows: Department of Planning s Design ' framing lumber other tfien s"S to be 112. Coast Otwissit 'F 4t,k.'ile@oi I Tualatin Development tq 3N .✓els 'Ceaat•.Ooug1/'sif r. em 1 ) General Conditions 15300 S.M. 116th Avenue s, - S) Downspouts to be connected directly to storm drain syst . 1 „ 2) Specifications 3) Pressure treat all sills, platesleepers, nailing blocks, and ends of studs Tigard, Oregon 9722= and posts ir. permanent contact with concrete. 6) Dewnapouts to be Installed, der plan, _ 3) Swope of Work _ 4) Large Scale Drawings (Details) (503) 639-3101 4) All lumber delivr.red to project site to be stored 6" above ground and Pro- (( 5) Small Scale Drawings P ) yJ her. 6) Project Field Superintendent Section C - Landscape and tested from )) Downspouts to be always installed plumb ori [huu[ offset . Irrigation 5) Roof and wall sweatheathin0.17. ' In any case, notify the Design Department a/ Tualatin Development Company D to M }" A, ply D.i.. C-D gree exterior paw pl ysrood. Section B - Ventilation , immediately for their consideration upon finding conflict and prior to 1) Plans and Specifications by: i1) Vent all appliances • directly to exterior , per plan, providing any required proceeding with work. 6) with ince at upper levet to be 5/e" Plywood subfloor, nailed and gsumid1. damper systems per code. Y ,r David Zimmerman , Landscape Designer wth 1 IJ2" lightweight concrete own ' ' Terra-Sol Landscaping, Ltd, ' FIELD SUPERINTENDENT Twlatin, Oregon 7) Provide i" D.P. C-C grade plugged and sanded exterior glue plywood at all �r, bilttfk&tssl is b[1� to root vertically thrvmgh lelortor well fromilf roof and deck overhang exposures. � Into roof jacks, or between floor joists per plan. "i Tualatin Development Company will have at the project site, from start to (503) 638-3017 finish of construction, a responsible superintendent acting as an Authorized8) Provide all firebl ocking as required per Code. 3) All vents to be properly flashed and caulked to prevent weather Infiltration, ' s Agent of Tualatin Development Com;: any , The superintendent shall he on duty _ 9) AI1 ,Simpseb Nange rf shall use 16 Penny Common Nails 4) All ver.ting stir Tal [o be galvanized thee[ metal . Exposed surfaces [o be during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Samples - DIVISION 10: TRUSSES - Mfr tad to vett* YtK Tab directly adjacent• have the same Importance as if given by the Owner of the pro lett , Tualatin Development Cbmpany The project field superintendent shall be responsible 1) Shop Drawings shall be prepared and submitted by subcontractorsVen[ e[[)c area per code with continuous ridge vents and /able end vents f for general on-site supervision, scheduling, field work authorizations, and specifically , but not necessarily limited to, the areas of work Section A - Trusses r q ti 1 approval of work prior to payment of the subcontractor. listed: per plan.complete1) Provide all roof trusses complete and in place. Ixper plan. 1 0a[ed and sized SIM-CONTRACTORS Electrical Trusses 2) Truaus tt) by constructed with pitch per plana. his �? All subcontractors must meet prior approval of Tualatin Development Company Cabinets ( C0 N M Subcontractors are expected to be accomplished craftsmen of their trade with Plumbing (if required by permit) 3) Trusses to bear directly to top plata of exterior ,calls, per plan. Toe OiYiS 10N 16: ROOFING 'f 4 c4m • reputation of being able to complete ark within their specified area [o nail with 16d nails at each end and tie to top plate with metal hurricane 0 0 n P the highest quality f their respective ell - g q y o e r aspect re trade, Subcontractors will supply 2) Step Drawings , Product Data , and Samples will be submitted by the clips. section A - Roofing II '• V f CO to Tualatin Development upon request references, repro sentive work, securities, subcontractor with reasonable promptness and in s-r_n sequence as A) Truss supplier to submit Jwtalled stop drawings and truss layout approved E •O b a registered engineer to the Design De t ' •'' end/or bonds as required. Tualatin Development Company reserves the right to cause no delay ,n the sub controc[ed ark, ark of the owner , y g g 9 Department of Tualatin Development 1) OOOFIPI4 to be :3f, !6, A5 , r 1 0 Company for approval prior to fabrication. Trusses to be engineered for equal , ps,e. r coo, . as manufac Cu red by Bi rb and Son or _ 0 to reject any subcontractor upon failure fi satisfy requirement necessary to or work of any ob sr ;,.:,contractor . 25 PSF snow load, 15 PSF dead load except at r s prove their ability to perform ark specified. garage wgnr0 trustees et tothed � � � � w�rf d 3) The subcontractor shall submit Shop Drawings , Product Data, and to min building .structurs, which shall be designed for drifting snow, load A` C varying from 65 PSF adjecwt to main structure, to 25 PSF at 201 out. V MATERIAL PROTECTION Samples to: DIVISION I1: FRAMING LABOR The subcon.ractor will be totals responsible for storage and protection of 2) The shingles are to be delivered to project site in menu • ctu war 's or , Y P 9 D Tualatin In Development Company Section A - rromin Lobar original •I1 materials and equipment related to [heir particular division of work. 15300 S.V. 116th Avenue Y Y unbroken package and shall bear Underwriters Laboratory, )mit. Class 'A' label . ai No credit orcompensation will be allowed by Tualatin Development Company Tigard , Oregon 97223 1) Erect interior and exterior rolls so as they are ylumb, straight , free of 7� All Shingles must zee applied In strict accordance with ma ufackurer;s for reasons of theft or damage due to vandalism or weather to materials or Ivy equipment left unprotected. The subcontractor will be responsible for pro- deviation to plan, and sewers within a tolerance o/ 1/8" in an dimension. )+ specification icatlon b an out*ori zed in stelae r. � n P Attention: Vlad Voytilla v y latest rinted s y lection of materials and work performed by other trades. 2) Framer to allow a 144" unabc+ructed clearance between studs for 4) Roofing to qualify for protection under manufactu•er's 2C) 1 4) 1y submitting Shop Drawings , Product Date, and Samples, the awrb Installation of optional mpd;cine cabinet at each Dath room wall adjacent ant this product . ♦ year wa rrenty for L.a OWNER SUPPLIED PROVISIONS contractor represents that he was determined and verified all to vanity mirror. materials , field measurements , and field construction criteria Tualatin Development Company will be responsible for and maintain the related [hereto, or will do so prior to the start of work, and that 5) Subcontractor to supply to Tualatin Development proper operatio.ak function of the following: he has checked and coordinated the information contained within such written warranty upon completion and prior to payment. manufac toreis submittals with the requirements of the work and the Construction DIVISION 11: WINDOWS 1 ) Temporary toilet facility uctc laments, 6) Coler to be Highland Brown per menufactur is standard c or selection. 2) Temporary water supply for construction purposes. Sectlon A - Sliding Windows , Fixed Windows, Patio Doors f 3) Temporary light and paver it 4) Temporary heat , as and if required DIVISION 0 PERMITS AND FEES 1) All sliding windows , fixed windows, and DIVISION 1 SIDING MATERIAL M 3+ patio doors to be aluminum freer as 1: Ter ' S) Job office with telephone and space for storage of all — manufactured by Mflgard Manufacturing, Inc. , or equal , per the following � ' ♦ construction documents. Section A - Building Permit schedule and sized per plan. Section A - Siding I [ will be the subcontractors responsibility to provide any and all necessary 1 It will be the res Sliding Windows 1100 Series 1) All exterior siding to be 1/ x y,�J 4 .( pall required of Tualatin Development al fees to g 2' ��A-C�rNr coder bevel sijling. :Ic t10� equipment , tools, materials, skilled labor, etc. required to perform and obtain end pay for all re ul red y Fixed Frame 700 Sanies y'�sMf satisfactorilycomplete all work relative to their q permits and Bove rrwrmentel fees , unless � . ono particular division of otherwise provided in the contract doe uasnts. Patio Downs 450 Series 2) Siding to be pre-stained prior to instillation. work specified In the construction doe l:aents for this project. 2) All windows to be double insulated. — DIVISION 04-05: OMIT l 1 MEASUREMENTS 3) All windows to be "Durabronre" finish per Milga rd Manufacturing, Inc. specifications. Section e - Cedar Trim •P.�a1,o.a_es,�w]}1t Befo-e ordering any material or perform any act verify work specifier' in the 4) Provide tempered glass as required per code. 1) Provide 5152E grade or better Western ped Cedar siding and placed per V 'f construction documents, all it division rs work verify mrd approve all field DIVISION 06: CONCRETE FOUNDATION Plan measurements relative to their division of work for this project . 15) Kr:yr-O IiOG k:S obf I.OI)E-a OwlTs 0,111 C7QJFzo, notifySection A - Structural Concrete ;(Z) gree to 'w painted per division 134, It is the tont ndentlesponsibil d of the wound between to drawings the project ) field superintendent of any deviation found between dr awing! and actual 1) Provide •II cont rete foundation wells, footings, an: piers reinforced n • _ :, � , . field conditions prior to execution of work. and sized per plan. At concrete wl II be constructed so as to not - exceed dimensional tolerant• of e/- I/R" In any measurement and It shall be the assumption of Tualatin Cevelopawnt Company that the poured level and [rel so as not to exceed a tole ranee o/ e/- 1/B" with respect DIVISION 13' EXTERIOR DOORS J mmlmmr iubcontrac for approves field conditions upon the tannenc•ment of ark. to the spec ifled grade. DIVISION IS: OMIT Tualatin Development Company will not allow any extra charge or c Section A - Motel Entrance Doors q amigs and 2) All concrete forms wilt be clean we; 1 , prepared and suoported. Concrete e tion on account of differences between dimensions Indicated on drawings and she] l he Buff iclently mechanically vibrated durlr, dIy151 actual field conditions without m,ahorizatlon prior to start of work. P pear to assure a con- 1) AI't aim-Tru foyer entrance door to be 1208 QN IS: GARAGE DOORS slst•nt homogenous mixture througr,out . iheraa-Tru •s manufactured by Lake SAons Industries of Toledo, Ohio, In 1` secordwneo with werwfacturara latest written Specifications and sized Mr •1) provide 9'0" x 7'0" I/4 sectional eyerfieaG powsyhtex wogdn.ein 'lush panel - r r 3) All cont rote used shell be either prewired or transit mixed with a glen, garage door as manufactured by Craw(o•d Door Canputy, bli�Z UYI �E Oregon, or equal , compressive strengtiliv" elf a,l . at 28 days. 2) Entra eo doors to be emaliaad Irl th Indw!ay style ■ill W th thrashold ant T) Doors to be installed with torr)vlon hardware. Alamos The subcontractof shall be responsible for proper stMl" and placement 'xhiplately waagherstrlpped, of all bolts, connectors, anchors, and other rl le ted ikardwe re, Sub- ' 1) dtarlor of doors to be pointed, Interior of doors to rolsolvj eAe eoe! •6f c' contractor will protect all concrete from premature drying. - 1 sped eller. veAdals, Y 1 freezing and harmful effects of weather ,• ,. .. - , , � �1� per division /34, - DIVISION III: OMIT . ...d� ). magillimp,1, .1 mmommomm • . i NN i �II IIIFIII 1111111 I�IIIII VIII IIIIIIIII VIII I�IIIIIII 1111111 1111111 11111 11111111 VIIII�YI 1111111 VIII 11111111 III I Illll I IlllI ILI I)IIIlI Pi I I�tllll I�I 1�I IIIIIJI l�l I I URANIN3t ISTHIS LESS CLEARMICROFILMED '"1 1 1 1G �� THIS NOTICE, IT IS DUE TO _ TME QUALITY OF THE ORIGINAL DRAN ING. mi uill, uuluii iudmi uu6m iiidmi�mihm uuluu iuilmi uulmi uulua iiuluu im6mn!;ui iudiai uulim mduH uium� imluu miiiiii i��ilmi uuluu iuduu iiuhm uuluu iiuhui uuluu iiuliiii mduu mi6m iuiriiii MAY 23 , 1990 i V S^ �M• ,�,t•^T 1.,�'+•�. fti: 1! , yM i1Y' /�r,�••� i �,�` 'i r,• r P Y.S . !'P, alit''• KMs+ •.,��..... r ,..a•.,,..',,tire•,.;.. „ :w.a ^v r ♦ ;M•t.l� c At �e 3• t'I,w1• T1' i 87 .+ .q �p•s. r r, • r1 ",,y,f 1 •l ,!! f '\ i :,�t Y. ► r R�7" _ �!' , �.(.:r �,wi r;r�• �'�-'• <' �w'•.� . �. '' • � +t, �e. '� r, � , 3,elcat'•fY�t•'1 �' �{ �rii.•i� �` �rit1 f� lv a j' vlt<<}f9�, ; + "• ,, ,, , L Ia. f',^ 4 t + 1 , 1. �f � t � •�'•' � ! t ,e• ;'Ef.` ` ,. g, t,`• � r". rt y: .1.,:i 4 DIVISIONT 1 . WIRING NSection - _ R i. , ►I r•• {.. /. :ll';w., �►` ,: .,' '4 •„. •y►,. '. I ,� y ... -- ----_ Sect ion B Hatt Insulation - , 1 T ,rrA. 1�N�t•, A7".11 �(< � Ii1 4,.. 'r � 1+ p ,n. • 1. Section A - Electrical Wiring NV.1 11.0 ni 1 A/AIiAL C >w b, 1Y tt •` f .i.;. ` �� 1 ) Provide al 1 batt type Insulation jun with Kraft backing as shown on drawings ' `tt '` , ,, , �' I a' y ;' '�+' t MIRttDfllf� i + 4r ' and specifled herein . ;y '+• •t j. k , f 1 .. , , r. 9 1 r f /' r , y r + f1,� { i w , t t• 1 1 I '✓ t +. 1 } Provide electrical system drawings and specified herein , r ;' ri1�11 ,A lhce p PaiAtlnip �' ,; ori a h c;M�,i * =p •� a' + J�'',, I , as shown on t lace , tested n y , ., �: 10 "4 comple a in p and o),eratin including but not c i �s t•` 1 • g g b �t necessarily 2) All 1 insulation ion to comply with State Code Requirements for 1 icati i' 91'I•tis "' ,•' ` ' limited I I PP On 4 ll 1►e I n t to bo Amo r i Ilktrl{dla or ► �' > '' ,, 4 rl• w r r t( 't ;• to a service , breaker ,anal •, miter base ou i c • Isla x !' :�'+' y�y/. i'liO�t lass ti or ifr a> daMat;. �, :;� r _ [ t els , switches , shown on drawings • 1 i hts bulbs and wiring �, +• ..Y`rnr., t - y, g i g required , per State and local (oars . � • (' � 1 , it•. .i' All n Z) Gettors to be selected frltarr arler+►w/aatWs,r's ><tandal�l set«:Clbes>r: 2). f to be poi f sl+eda� t 125 AMP 2 AMP 3) interior common wall �� ; 2) 125 AMP meter base , panel and I 5 service. to be insulated with j} thick mineral wool belts. �,' r» , (hU1CF/►.C,s~� MviJI� l�s1 lDtJc�DMib11� ALU L} All )) Kitchen and bothrlivrrls - Z coats .t4ja1-gllass; Rnerse3. sit* and location par plan. +►'� Mottri'f c�I C,� B �K,/rltE- 4) 1 wall cavities to be insulated with Fiberglas balls. '• • , � 3) Furnish and install all bathroom vent /light/heat units as required. 4� 111 ether room '• i coat 14tex low t in 1 . e�; a��j „• ' ' ' ► •u Nutone 89420 or equal .. t X011 Ha rdtlrR r R k }�;:, r S) Vapor barriers to be placed toward heated side of wall . . , '� � •* �_' '•., SIKS Ion d - Exterior Painting •: o )� Ooror hardlware to be -IwfkssS 6rec ion. 4) Supply smoke detectors , luc�+ted per plan . 6) Use Fiberglas sill seal under ail catmon wall and exterior wall sole plates ��ryppp + i at foundation wall . ; appliances ,, per plan . t) Exterior lciella� to be stained with Olylap(tt� est egtaal / .eMl+lltanl►11 'i0k rlitallR i „}''" 'f'��) 1�+(t entry doers to be keyed w/twv keys per unit. 5) Wire and connect all I a I i once , Trio to 4s sti 1lrasd with 01'ympic, or etwll,: hMVy rt a �. 7) Common floor/ceiling assemblies between units to be insulated with 3;" • " �y 6) Provide 22U v . ci5cuit for clothes dryer and 220 v . 30 amp. circuit for mineral wool batts between floor joists in a continuous manner so as to heat pump , located per pian. not allow open voids for sound transmittance. ' !) ){ding to be pradi/ped stained prior ho IpsLaa•1)Iet1oA. 1,�, • .' ' .,^ ;� d )) Light fixtures as listed in Division 36 herein . t i) Provide grand Baster key aCCessable to' all comma n foyers and all units. 8) Provide R-30 tiiberglas batt insulation In all vaulted ceilings. ;) Garage doors to be painted n►tCthillg * color. Deliver to protect superintendent. t'• All Iiqht switches to be mounter 36" above finish fluor except as per pian Se tion C - 81own- In Ceilin Insulation ;` f�' over vanities and kitchen counter , 1 i 9 4) Entry doors to be pslnted thrt trio Ogat~ . ' S) Hardware at each bath to be: • v 1 9) All outlets , e,,cept at counters ,end vanities to be nK,unteu 12" above finish flcxir . 1 ) Provide all blown- in ceiling insulation located per plan. 'Section C - Wall Cbverlhg ,, 1 - 30" throne towel bar - surface mount 10) Instal I one single freezer outlet k rear of each garage, 1••1tR� 'fid �E�PEG'Ti�E �. '- '1 1 - Chro»Iw roll toilet tissue Milder - recessed mount ''+• 1) Insulation to be either Fiber las or Cellulose and shall have a minimum 1) Bath wall covering to ba selsGtsd by purchaser awd, insCrAll�ll N aYb"fi011tYaCfiVt'. �,N plri iJNI'* �P Rv'tc.E., ' . 9 ' 11 ) Fels-wire for garage door opener In each (;.,rage . value of R-30 and a minimum depth of 911. Peepers all bethrogn walls .for ++mill -CAwerIng. i. 1 - pressure fit shower rad (at oli tub/shower enclusures) „ t Section B - Telephone Prewires 3) All insulation to comply with State Code Requirements for apphication T) Stairway for sr to be wall covered, to r �clotb. �tpla(at t� 0e f'` 1 - Obscure glass showier door fit all shower stalls) shown on lane . /y�,/ •� to y } �••- 1 ) Prc"vide 2 telephone prewir•es per unit complete and operable located per plan . C<,stanst option bath hardware: k , 1 Section C - TeleviSiun F'rr•wire 4) Provide baffles at eaves to prevent dispursal of insulate. ' •' � ' • i ' . ' •' r .VV I S I ON FINISHED HARD SVRfACES ' Tub/Shower enc losura slower doors w/chrome f romis 3 Jection D - Moisture Protection + 1 ) Provide 1 television prewire per unit complete and operable , located per plan . medicine Cabinet • SeCtion A - Nigh Pressure Laminate Plaptic touwtortdps ) 1) Provide 55 lb. roll roofing vapor Barrier under all interior concrete 1 2) Provide 1 central television antenna per building located in the attic area. slabs on grade. - 1) Provide high prtss�re laminatelast it eotrra►ter f 'it all kltchoin coonters and 6) Provide self closing spring hinges at each unit entry. P top Each television prewrre to be wired directly to this antenna . vanity tops , pdr,glan. ' Wilson Art and Mevemor 4We accelptebte manuf*Cturdl's 3) Provision shall be made for future T .V. cable to each unit . 2) Lap vapor barrier edges a minmum o 12 . if " (Formica- brand laminate will not be atcspPf.Ttbd) . 01-VISION 9: CAR Section D - Dr,o r Chime Section E - Water Proofing • 2) Colors to be salectell from manufacturer's standard salsa:tfohs. Section A - Stairway Foyer Carpet 3) Ho full duck seams will be allowed., lir Provide Orion X574-350 Bark Carpet manufactured byrtrown Commerr~iaf CarpR>Gsa • a 1 ) Provide through coat of sprayed emulsified asphaltic compound to the exterior x 1 ) Provide 1 door chime and push button per unit . side of all fuundation walls adjacent to earth backfill . l 2) Locate chime bux and transformer per plan . 4) All countertops to �lawt oa{Cedlging.• r 2) Carpet to be installed over 40 oz. Hr . r Jute combination pad. A 2) Allow to dry completely prior to backfill . FI •-� 3) Chime to be Nutone kLB-14 , or equal . (�.. L Section B Tile Backsplashes • 4 Section B - UnitCarpet ' DIVISION 2): HEATING AND AIR CONDITIONING 1) Provide 2 rows of glazed " 1) Provide- equal time series carpet manufactured by..Evans/Black.. ' 3 Square ceramic lila at all backsplashea in kitchen 4) Push but tun to be Nutune PB-BL , 1 ighted with +,,,meplate , or equal . -- �� - and bath. _ u IlN 5) Locate pushbuttons at entrance door per plan Section A - Electric 1..14LL HLt, T-i_i4fw. 2) Tile to be Maple Pattern S4irles manalactured by Noliy Gilbert Company, or equal . 2) Color to be selected from manufacturer's standard selections. I ) Provide electric 3) Colors to be selected from manufacturer's standard selection. 3) Carpet to be installed over 5/8`' rebond pad , United Foam or equal . �/p4L eaters in each bedroom complete, in place , � -� tested , and operable . 4 •'7Lz(,• �,�G'1� G � �i�tl Eat--IiJpS r � • Tile- to extend up wall to microwave oven at range, ) Section E 2) Electric t,L_ heaters to be I�1Q2K•�t_ orL� Cp�aL with ` DIVISION 40: LANDSCAPING FENCING, DECK RAILING - Security System renrotl! thermostatic control mounted on wall , Section C - Vinyl Flooring and Sas,e Y Section A - Landscaping ..�.�. , 1 ) 3) Units to be sized 1) All vinyl flooring to be Armstrong Sundial or equal . Pattern and Color to be Tualatin Development nt supplier and locatiCompany , at: the time of bid submission.on verified with Design Department , selected from IF manufacturer's standard selection. t Refer to plans and specifications prepared by others. 2 Manufacturers of Security Systems shall submit proposals out ininq type of Section B - Heat Pump 2) Bass to be 41' rubper type of complementry cplor with vinyl . Section D - Fencing l system, performance , etc . directly to the Design Department , Tualatin 1) Provide through the wall Zoneline IV heat pump as manufactured by General 1) Provide fencing for privacy screen, trash can enclosures , etc. , per plan. Develup+nent Corpany for review and selection . Electric Company. Model #A3B793DJ45 with Gri11E #RAG45CTiO (Dark Maple) 2 A 51 i'0.6. ;.J NL_L r✓A5 1 SA 942CM . 2) Fences to be constructed of siding. Applied to framework of 2x4 rails and d l e located g DIVISION 22: --PLUMBING Units to bPer Plan in rough framing open provided, 4x4 pressure treated D.F. posts. C � 3) Posts to be placed minimum 10" below grade and supported by concrete. ..Q 1 ) Provide all plumbing systems as shuwn on plan% a,id specified herein , complete DIVISION 29 : GYPSUM DRYWALL in place , tested and opera[ any , per state and local codes . ---- -------- 2) Supply fixtures per schedule : 1 ) All gypsum wallboard to be of t Section C - Deck Railing e1� s ' ype and ihickress per plans and specified I 1) Provide deck tailing per plan, � � C4M herein. Ga I I on •' ' 1<',A I L �; y;jO' t I L�I 2) All ceilings to be machine brocade finish a Water Hea r F: -4,G-. , equal ext a kitchen. is State 1/ �"''or 1 apt at bathrooms and tch Kitchen Sink CUTOUT {�l 21"x14" stainless Sleet sink 3) All walls to be spray textured except at bathrooms and a o er , DIVISION 36: LIGKT FIXTURES , „ ~ �+-.• 4 -�. ` r 1 r 1 .- a II s t a ff rw y f Y 1.Aj L,1 : �I[I �4„>'( t "r/I�s G' 20 Gaqe Elkay SCR 1522-3. 1A) Prepare bathruurr and stalrwav foyer walls for wallcuver. Slction A - PurChastr OpCion fixtures W 1f'E 1?� D G 6G•C:)Js%P. GLE.N I, K�xj LEiC2 P��' W1 Few 1;0_ - Water Closet nnerican Standard #2122 .44$- Section D - Mail Box Stand 5) All windows to bt wrapped wilt; �J �.�;J G•`'�`10 ,, !iJK_ [iL)rJ�• 1) Purchaser to select fixtures for dlning room and entry with allowance from Bone . lighting supplier 's showroom. l 6) Ceilings at all lower units to have 5/8" gypsum wallboard installed over 1) Supply retail box stands of type and location per plan. Lavatory CUTOUT #4 Amer +c:;n Standard A'0476.028 - nsta ) resilient metal c.hanels (,CRC- 1 ) attached to floor joists , At areas with 2) Suggested aVlowances for dining room fixture is $100.00 and $40.00 for "trXL,;x�r► .4A�r}� ', 8'Ir,,p . OVAL SHAPE ff. 2) Stand to be stained to match building trim. aCframed soffits , attach gypsum wall board directly to furing. Seat k40 Oltionitr Plastic , color / r 3) Floctrican to install at purchaser's direction. 7) i8 �'U� r . ' hit. , to +Hatch water closet . DIVISION 29 : MASONRY FIREPLACES h Urli� l� �G,1� i}�, �; � liPr7r_ switinal 0 - 1114te+riejrlflll supp4fi� 11"Inrless and Retail Llghting Supplleii FfI'tr "i", DIVISION 37: APPLIANCES 1 Tub/Shower D-6 by Dura Glass , 1) All fireplaces to be Masonry sized per plan. 1) ' St4ted type from schedule or equal•: l Section A - Builder Supplied Appliances r color to notch American Standard - Bone . G - Ali [ ..� f�, _ t Ica +lvr sCHE1nIF "r' swam LCK,Ik'• 10" rl cxw riAN'FIXTt'Rt (WA•77ITr _ -- 1) All kitchen app I i ancd� to be 1984- Model year General E I ect r tc o� eq ,ltal per t r r.,tt r r xt ua� 2) Brick colors to be specified by T.D.C. Design Department . _ _ schedule. 4.p, Shower S-4 or 5-5 by Dura Glass . Color to match A-veriean , C 'a Note to determine r Dishwasher GSD L�(i i-� l goon i t of r:.. GFC �l.✓ - DIVISION 3O: i ��Ir'��'.L�'��M� l� v�NYL A�E�� light fixture' needeC, see- whicr, u' DISpOScI) Q i7e�K- L N �T_S ti(4 L. r units occur In building, See ,t'r' Range JSP-27 y Standard - Anne . ---- -- IJ U F' I � 3) Al l LOtitrul de ti _e5 as follows : � 1, F ��' Sight Plan.) s a•, Nr Micro Jo Wave Oven JVM DIVISION 31Y FINISH MATERIAL Su rt ed b I Ighting Co Supplied bElect'iciA- TCiH }`� `L pI�L.E✓s) - 1018 { r.araF, (S., Nutn'r, t;320X Wall rb„nt 2) Colors to be selectrd from standard manufacturer 's colors . Tub/Sh„war 7636 WS Delta Or b642 Ut i 1 itY Supply 08 230 Guy b Gray . t rlanl Section A - Mi I (work ixrvre cc, be selected Q 11 by 6vyer 3) Washer/Dryer units [o be Frigidare •.G 24,^J O Kitchen b110CM Delta . — Lavator 1) Base and casing to be 2 1/4 ” Colonial preflnished. 'o to 'arm t �� Y p52L WF Delta . 11811u�r„e 3 2 3 2 access _-T Eagle - e. nq DIVISION 38: EXTERIOR PAINT COLORS DIV14�tot� Z� a S� A�fr- dr,w^ 2 2 3 2 1 1 ! 2 Light -- Al I to be thrum[• finish , except laundry Supply . a +"lure to cc—sTcte a �/ F.'-, Dir 1n 1 1 1 1 1 1 1 1 l l l l l l l l b Buyer t :,T�p4 ,.,• j✓r,' Ht.iL�i�� i�.,��vY N�J-r N�UL1 v ✓. FireP .-._. 3) Interior closet shelving to be cr•r, trusted of part ical board with f inished DIVISION 23� OMIT up 1 1 t l 1 2 1 E eta ��_ � J•.121LTL r~1A•T�F%TC L-INS- '1�U <�f+.G-l-i J 0 I?'. edges sized zed per plan. P _ re aaa ag a ou e dcnm 1 1 1 r 1 ( 1 1 tcer, e ng Spot I f'' ]:►k',,•.. r1 FJ _- - —- - I 61V151(1N 24 : OMIT Section B - Interior Stair Handrail _ be16 Luminous ciillng '(We Plan up to en a nF 76E7L -4-TEr �. yr 1 O ' ;• dawn I ] 1 1 1 1 I Oat Frame DIVISION 2j i,MIT ; ) Provide interior wood stair rail per plan . tc en in aye y r-7T;SLf�� e, +n --- Celllna' 1.1pt,t ] ] I I l iyht '; tt.� ]yt";L•"�'1�t:�tp1�� '\ 2) Stair rail to be constructed of it i In dried V.G. Fir or better . Cabinet Light ght 1 1 1 1 1 1] 1 1 Nutone 03)4-S ] ] 1 Fluorescent Eag a 122 ? ou e , DTVI-S_I.ON 26 : THiRMAt. AND MOISTURE PROTECTION 3) Finish to rraatch interior millwork used throughout project . Ha"t e' cI°"et 1 1 212 2 2 2 2 2 2 s off► er a - n Eagle 115 0 01-Lai :n9 -- - Closet 1 1 1 1 l i ht _ HA Vani 8t - Sect jun A - Rigid insulae lore Vanity 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �• ' �.' �'"" 1 , Valance light Per Plan D I V I S-I ON 32 : OMIT "ter at , U u rev I e Neat ` . 1 ) Prc,vide a l rigiri insulat ion , per plan , at fuundat ion walls . Tuh 1 1 1 1 1 1 l 1 1 1 l 1 1 1 Light w/Fan I ' e Batt, -- DIVISION 33: CABINETS 2 '! 1111 in%uklt ion to (.amply with State Cc.de Requirements for appl icat ions _ Van1t, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Valance light Per Plan + shi,wn on Plans. Section A - Cabinetsa at . 'IL Cellina• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 R ' vNy}"'� Light u rey 0fan r sat 3) Insulation to have a maximum thiclknpss of 1 �". -- 1) Cabinet to be Mudel #1000f lush white oak with 30a reverse bevel dgor� and Derbedr`r� �� 1 l 1 1 1 l l 1 I 1 1 1 1 site -Th °" e Vortron interiors, as manufactured by Park Place Wood Product's , �rfgon City, Nutone a ,• r Pat 1r of Deck 1 1 1 1 1 1 1 1 1 1 1 1 1 Mount Oregon or equal . Narmn,•n UE, „sn„ r ------ Tom_ ` 2) f_abinets to be sized per Nian . Hall - dowr, — 1 ,-_�' fiPS9592-60 Outside , colritH,n Fntt� 1 tlghlotler /1406-- y- _ , , Recess 31 Finish to be "light Oak". Daae cn1,a. 1 1 1 1 1 11 1 1 T l l l 1 1A-14 Nutone (llecested) Perfect Line b ,.round L1 htfn' 1'lani 2 ` 0 ! , F 'sy �- • ' , street ll hl in (Ser Flan' Stern ♦•0 0593 M - , 17IT TT P12 50. M.P.S. Ironic t' 1 1 I ..,..,. - „, 7.. 1 MIME OR � Ill�ill IIIIIII tllllll VIII I IIIIIII VIII I IIIIIII IIIIIII 'IIIIIII IIIIIII IIIIIII VIII I III III IIIIIII III ill III � I SII illllli iii ll� ' lIl I � III I I�1 III IIIIIIi III III ; 1111 I -- ___ _- -"""'"""' _ NOTE: IF THIS MICROFILMED I 1 I I1 I 41_- DRAWING I3 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _ --- DRAW QUALITY OF THE ORIGINAL £ Z 7 L Z Z 4Z �,Z,1111111 Z Z ](L t g--- l LTi'--1 I t 1 t:1 — )I II, 1 - 8 --itll - L - � -- 9 11• £ I: 1 rA DRAMING. Illi llll�llll IIII�IIII III1�1111. II ( I 'I �►�� I II1I�111 +I 1111 I llllllllllll III�11 IIIIIII{ IIIJlllri Illllllllill VIII I II II i III IiII� VIII ear III IIIIIII III IIIIIII�IIII� I I IIIIIII IIIIIIIIIIIIIIIIIII IIIIII.II (IIIIIII VIII I I IIIIIII I I iII IIIIIIIII IIIIIIIII IIfI�II I iII MAY 23 1990 4 r� '11 r :j(, t �'+I •f. ,,,'err' 'f"•��,r{••'� •);':•�^' '.� aisia ° •#,.r�'�f',,u„i.r` � I" � ',♦![ �` 'Jj' ' ..� r 4-itt, . 11V. 1j , , . , . ri : ►N„'rIM!3 4, .•r..R ,r,T�••r,•;'• J III ', � ren.x ♦ '..'.... ,• f t 7^'�p' 1^+•.•+I'•� ,{f}. '� 1 ♦, � t i,. � �.. '�„ �� .a:� '�1. ., '.rY ' „{, •� rr��{�If>? �iY'(ftl�I`c`.!�"r'k, �, �u`.1' �1�'!�{�'' ,fir +�1-rr•..,�.....•. �,A _ ♦ �js , { r r �V: 1 �'h I r Y �.+ 1' •tr w' A-.'dr . >' ti .c t r �t, 1�C !. , r i G ; �I r t f " is °�. ?;�.. 'r:, '1�♦, v� 1 t y P �, j� G � ' N- �' �' r, 'K' y � r �� .'�.",1. 1� ` [(`y, ?' Ci• T t a 1 1' ', _ ' ' .r'. .. ' I' � .�, ,ti ,�1t,, •;t /,r• r � T, , rLT�� A, . .�;N 1(,�,.w '4 * � �- ' 1 rt'.f","• -. . r. I 'r. 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"� t �• \ /. f. -, .y t f � A ! , I' y }' � r ,�p , �-}A+l� ( 11 , �..' 3t� dTt �' r n r fl r ,I • - .. , '.i r .. � ,1' `�" �. ♦ . { .r I I•'i' H �'C Y.T' .{ %'I r^71 '7 F •1 ,a .••l ./'. , •r• 1 . . , I ,• • i` f' fl'.,; �i.,'r ,, 'C. ,, , "•�'yra E`„ r' •�;', 1, Q.. ,f I 1• , - . •, STRUCTURAL NOTES _-___�..-.. µ .. + + .. ' ,., Y: p' , t�5, ' a .1 ,{ N r!', .,1 • f _ ,l .� t.s ` ,' ' f . .• `• '•. , ' ' 't .,,r. , .t� ., , ' r , t ( LIVE LOADS p , . . " •',rad t;,• ; , ,} ' --------------- •.(:.1►�..-..,a-�,7 LU., PTA Q /'�. f• :F"'r+ 1•l t ,•. 'f,;'` � •�,. .. •,. •rr' .rl i { . , P SEN-, , 'i t ✓' ,r< G l(SWJW GUILD u t<AA�IA�i AS IiiF • ,•r '_� fit � •. >k; 1' }•' : ., �''•*�, r `,. '. ! 9 ' `, .ti . 1 ; .f '. ;, ', i', .lrV17J7`^ •+ i , ',• f'• ! ! , , "Fa' tit , • '� ..- - .. .. , , SNOW LOAD AMALYSIS) FLOOR-------,---...._ _ ...-----------•--40 LBS. PER SO. PT. :�►,�•i ' r �.�. -------------------------- -- -U.B.C. BASIC 2S .LBS. PERS FT. - ) WIND --------------------- Q• � �, . ' .ST ;TQ' W.ATES � EN'O.�tAIN1~ a , , , . .,SEISMIC-- ------------ ------------U.B.C. ZONE II 1979 EDITION , _ TOE 1011 , �,�� i ,,.,•, ,' .r 1 1 ' P O & BOTTOM PLAIE5 ',�,_{�.1��1y1* � *`J" � � .�.. r<ly �,� ,,�L�,i .; H � . _ I FOU14DAT IONS $P I Kl: TQQ H R r,•Y;` trf I%'�ry .j� %/� �f '; l • Ii ' • 1'. TOWAT!ON SIZLS ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2QOA LBS. ,PgR �' , l,t0.P E ,ITIG � ti•1/�1' It Q. FT. i F S1' Of x [ 7 OtM OFF ,INGS Alii', A AIC BID E`VAT tONS .' I.J OR JQX 5 ( a 5 S' + :I; � y :± `'w.,a •�. A ' ''X a , t k ' , , i r Z Z, FOUNDATION ELEVATION SHOWN ARE TO BOT OOT 16 RE g S � �,r _ fib R�A� t 3. ALL FOOTINGS SHALL_ BE FOUNDED ON FIRM! IUQISfIJRBEO OItIGI1�lAL SOIL. , , •P�• +�,.,'� , , �e. : , L �l•oCI�I r TO P� AT: tl 4. ALL FOOTINaS SHALL BE A MINIMUM OF 1'-6" $E1�4► FINAL. GRADES OR 1 `-0" BELOW EXISTt'NG � I � `T J(II3TS - ��y ,''1 �i+l F �"x'�� '�",;j+J �` � �',� }• t + � s ' , ' OCK N& t16 ., 1 GRADE, WHICHEVER IS LOWER. , 6l nAC r t F', rr ` ` K �;;;+,4• �j` ' �., } , SOIL SHALL BE REMOVED 8Y HANG OPERATION FROM FOOTING EXCAVATION TO `, �RiDGI TO JOISTS 5 ALL DISTURBEDR T ;f► , , ��: + � +"�► ,1' ': ' NEAT LINES. CO NER s 2X LAMINATED BEAMS 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2' -U HORIZONTAi, � �`� . � ,�> TO 1 '-0" VERTICAL STEPS OR SHALL_ BE SLOPED I40T TO EXCEED 1 VERTICAL TO 4 HORIZONTAd• <i PLYWOOD Sl{JEJ41M1nG 1/c"" 1"EIZ 32jLf dR:� -^ t :: 1; ' r�r;'�' ` " 'F,"'` tf7 PL 00 { WHEN APPROVED BY THE ENGINEER. I. ROOF' Si31:ATldIItG 5/a`3k' IIIDEX2.J16 � ' ', ,�' ,. r ,�l;•�,r � '", ''}�; -AT EDGES OF EACH St1EET & 9LQCtItG h WAJLIzS' t8d 411 D'•C• 1 , •;,,�.s",, �' ` : - �- CONCRETE - CAST IN PLACE �t AT INTERIOR OF SHEI`T 8�1 @ 10" O.C. T.. 0 HAI DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER AT BOUNDARIES OF R0�'!F w�" ", act ,@ 4"-'0.C: STRENGTH OF 2500 P.S. I . FOR FOUNDATIONS AND INTEP,IOR SLABS ON GRADE �; ' , ,, 1 ► 3000 P.S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS i 1 2. A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF 2• FLOOE! SHEATHING 5/8" II�pEX 3216 ' ] y AT ELIDES OF EACH SHEET, ALOGKING '8, OLO Ad � 6" 0.C. EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; ? 0 28 AT INTERIOR OF SHEETS 8d Q 8"• O.C. DAYS. AT BOUNDARIES OF FLOOR 8d 4 '6" O.Q. 3. CONCRETE CYLINDER AND TESTING SHALL_ CONFORLI WITH ASTM SPECIFICATIONS. APPLY 114" 0 CONTINUOUS BEAD OF 3M4314 Ct1WSTRUCTION AD"ESIVE TQ TOPS OF ALL JfljSTS, � O 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM .0 ACI MANUAL OF CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACI,NG,PARELS. t PRACTICE. 1976 EDITION, AND SPECIFICATIONS. . , 3. HALL SHEATHING 1/2" INUEX 24/0 `J 1 BLOCK ALL EDGES WITH 2 x FLATS AT EDGES OF EACH SHEET TO STUDS ' BLOCKING & PLATES Rd @ 4" O.C. r,.r� • - LIGHT METAL PLATE CONNECTED W(KD TRUSSES AT INTERIOR OF EACH SHEET 8d @ 10" O.C. Z �-� TrJSSFS HALL COMPLYT41TH U.B.C. STANDARD NO. 25-17-79 AND ALL PROVISIONS OF THE AT BOUNDARIES OF 4IALL 8d .@ 4" O.C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE. INSTITUTE TPI-78 EXCEPT AS OTHERWISE NOTED. 1/2" GYPSUM SHEATHING COARD M1.1. GA- X 1 3/4" X 7/16" NEAD.6" Q.C' 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING ANO CONNECTIONS SHALL BE MANUFACTURED BLOCK ALL EDGES WITH 2 x 4 FLATS DIAN= PT. GALV. NAILS { BY AN APPROVED MANUFACTURER. ` @ ALL STUDS, TOP & BOTT014 PLATES & BLOCKING 6" U.C. 3. MEMBERS SHALL NOT EXCEED A LIVL LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE 1 _� APPROPRIATE MATERIAL UNDLR A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. 1/Z GYPSUM WALLBOARD 5d COOLER NAILS 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED 1 BLOCK ALL EDGES WITH 2_ x 4 FLATS 6" O.C. �l PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND a @ ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. � ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. t 5/8" GYPSUM WALLBOARD 6d COOLER NAILS t 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER �+ AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5" . �� : BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMCISON H1 CONNECTION AND 3 - 10d @ ALL STUDS, TOP & BOTTOt.I PLATES & BLOCKING 6" O.C. r TOE NAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD CONNECTIONS MINIMUM SIZE AND MAXIMUM SNACING PLATES TO CONCRETE FOUNDATION WALLS 5/8" D x 10" A. BOLT @ 4' -0" C .C. GYPSUM WALLBOARD AND SHEATHING BOARD PARABOLT CONCRETE A14CHORS c„ co 1-._ GYF�SUP1 WALL��I�Wq SHALL CONFORM TO ASTM C36-75, 5/8" 0 x 8 112" @ 4' -0" O.C. Z. GYPSUM SHEATIII(JG BOARD SHALL CONFORM TO ASTM C79-75. I O 3. GYPSUM WALLI,'UARD, SHEATHING BOARD SHALL BE APPITFF) WITH STAGGERED END JOINTS AND LAG BOLT INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/2" E BOLT _ 3/8" N HOLES o_ 5/8" @ BOLT = 112" 0 HOLES air. NAILED AS PER SPECIFICATIONS AND STRUCTURAL NAILING SCHEDULE. � � • 3/4" B BOLT = 9/16" B HOLES ` M FRAMING LUMBER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO I14STALLING WITH WRENCH ONLY.T. � � �� SII LUMBER ;HALL CE WESTERN 14GODS GRADED TO STANDARD WESTERN LU'1BFR GRADING CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. � � c4 RULES 180. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. A. EXTEPIOR WALL STUDS /r NO. 3 ) Fb 800 1 OR STUD GRADE ) FC1 385 ► 1 ,500,000 ®GENERAL B. 'INTERIOR WALL STUDS - STANDARD OR BETTER ) FL' 600 1, GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. ` OR STUD GRADE ) Fc 385 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL , TRUSSES. AND SHALL BE REVIEWED ' E 1 ,500 ,000 PRIOR TO FABRICATION. C. JOISTS 3. FIRST FLUOK JHr+LL BE PERMANENTLY ATTACHED TO WALLS PRIG(; TQ Br^,CKf ILLING AGAI�JST ILO, Z ) Fb = 1256 STRUCTURE . - E 1150J,000 4. THIS ;TRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE ' D. BEAMS ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. l N0. 1 ) Fb = 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND bra. Fcl = 385 SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL_ ENGINEER'S REVIEW ON DETAILS OF ALL I E - 1 ,600,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. I 6. GYPSUM WAL!.BOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOR, E. POSTS ) Fb - 950 TO PROVIDE ADEQUATE BRArING UNTIL ALL GPYSUM WALLBOARD HAS RaN APPLIED AND FULLY • N0. 1 ) F = 1 ,200,000 NAILED. F. BLOCKING, PLATES & BRIDGING d STANDARD OR BETTER ) Fi> = 000 OR STUD GRADE F` 1. 3'`35 E- - 11500,000 I CONCRETE REINFORCING STEEL 1 2 ALL MEMBERS 3X OR LESS (LEAST DIMENSION) SHALL BL 'MAXIMUM 19" MOISTURE CONTEIJI 1.-' ALL REI-ARCING ST Et FOR CONCRETE SHALL- CONFORM TO U.B.C. SfAiIDARDS N0. 26-4-16 3. •PROVIDE SOLID BLOCKING (SAIIE DPCTH OF 1'1EMBER) AT ALL POINTS OF BLARING AND 1 x 4 AICD ASTM A615 GRADE 60 FOR ALL. BRIDGING @ 8' -0" O.C. MAXIMUM. � Q 2. ALL REINFORCING STEEL 514ALL BE DETAILED, FABRICATED AND PLA(. IN ACCORDANCE WITH 4. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALT. BE PRESSURE � ACI DE(AILING MANUAL 315-80. f � o p TREnTED. LEDGER .MAY BE SEPARATi-D FROM CONCRETE OR MASONRY bJlTli 30 LB. ASPHALTIC FELT. A. ALL REINFORCI14G STEEL SHALL BE ACCURATELY AND SECURELY PLACED. ! • r.►r� 5. DOUBLE ALL JOIS7,5 UNDER ALL PARALLEL PARTITIONS. B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF 6. FOR NAILING SEE. SCHEDULE AND DRAWINGS. OTHER TRADES UNLESS '•PI'KOVED BY THE STRUCTURAL ENGINEER. C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: �, PLYWOOD SHEATHING 3" + 1</2" TO BOTTOM OF FOOTING ' o l i _TLL PLY1`JOOD-SHEATHr,,G SHALL 8E CD GRADE, UNI FSS OTHER4JISE SHOWN , WITH EXTERIOR GLUE r 40FACTURED IN ACCORDANCE WITH PRODUCT STANDARD PSI -74. 2" ± 1/4" TO EARTH FACE OF WALL ROOF SHCATH I NC, 112" OR 5/8" INDEX 32116 1" + 1/4" TO INSIDE FACE OF WALL B. DECK'S 3/4" INDEX 48124 T & G C. FLOOR 5/8" INDEX 32/16 2" + 1/4" MAIN STEEL REAMS AND COLUMNS O J D. MALLS 111 " INDEX 24/0 3/4" + 1/4" SLAB TO 11P AND BOTTOM SURFACES ; 2. PLYIJOOD SHEATIIING SHAI_I- BE LAID WITH END JOINTS STAGGERED, - 3. BLOCK .ALI. WALL SHFATIi1NG I•JITH 2 x 4 FLAT BLOCKING AT ALL EDGES. E• LAP ALL BARS A MI"ItMUN OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTED. 4. NAIL AS PER SCHEDULF AND DRAWINGS . 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN � ' -0" . •L.,.,..._.alw.._.1+.Y1iY/YY M' .,.. I ....w+i __._..:. �"'`.: ... .M. �•�• , r. i., .. .. �.:FA. FAf^Y'�... - _..-� +•� •. � � / , i.-rr+•-••-�rr•+r•ra,rrr•+„rlrrY-- -_ - _ -- �l � �i � � I � � � � � � � � I � ►l � �I � X11 X11 �1 � �I � SII 111 �1� X11 � � � X11 � � � � l � 111111111� � I 111 X11 X11 X11 �1� 1 � I � 1I1 �i� SII 11111 X11 X11 I11llll X11 �11 1111111 I i I I I 1 1 1 14 I I 5 1 1 1 �j� I � 7 I l l I } I ��I I Iib I l 1. 1 I l 12 V, NOTE: I F THIS MICROFILMED I 1 ----- I 2 1 --� -�- - ---� DRAWING ISL l -- - - - - 1 -------- � _�-- -� --- ESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E 1 Z 8 Z I Z ZZIILT, IDRAWING, lllIIIIIII III 111' li IIIIIIIII IIIIIIIII II1111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illlllllllllilllllll, ill IIIIIIIII VIII III 111��1►I,II��III ..t, i ILIIIIIII II III II I I I III Iiilllill�li�.11 hill ►�I.�Ilillll II IIIIIIII VIII III II I�IIII Illl�llll IIII�I li lllll�iil,llllll 1111111 . MAY 23" 1990 .•+,• •, ftp t. 'ar• y .rf'. r �! -t" !` ''t�k . 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