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12925 SW PACIFIC HIGHWAY 0 i 07 12925 SW PACIFIC HIGHWAY cu rn 0 'D W 3 S U (4— .-I U ro a cn in N IT N I ++rw w.w�-.,, _mac•-..;� �'�•:.,.. :, :..,,,,._.,,w. �..._..�...Y.wu�-.w.ii/�+a:rr�»«w.r�Ar�.7a.�iY�w..:,. � � ...,—,._. .- --'....4... .,;,:: __ INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection Date Requested___ 7-3c - 6'i Time _ A.M. -e P.M. Address �-�y �S /�4- �� ==� Permit Owner c�.r -��-� t.ot #-. ?�� _ --- BuilderThe following Building Code deficiencies are required to be corrected: Yom' 1 Presented to _ _— ___ — _ Approved Inspector - - Z Disapproved Date CALL FOR REINSPECTION Y88 Ik NO t 6U'LfJING PERMIT APPL_ICArION TIGAR[3 DATE ;1y 30, 82 4154 t8_ _ THE UNDERSIGNED HERL BY APPLILS r UH A PFFIMIT FOR THE WORK HEREIN INDICATED D!—. -I,IE Cy y«i2Gf) OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNER PHONE 620—- OWNER '.I'Arto Louie JOB ADDHESS 12925 `a.rf. Pacific "Ivy. LOrNO. _.. ._ ARCHITECT O i8*=" 1,2545 S.'.7. "fit antic in. ENGINEER BUILDER — ADDRESS DESIGNER STRUCTURE ❑ NEW ❑ REMODE_ _ 0 ADDITION ir] REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE: M COMM ❑ EDUCATIONAL 11 GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ;l"'?—LAND USE ZONE —v BLDG.TYPE l—' —FIRE ZONE___.- PLAN CHECK BY —HEAT---,. TIM--roor exi9tin Structure repair --- ____ s+cnm rv)f s Cxuc C sir c --- --- -- —� -- -- SEWER PERMIT# OCC.LOAD FLOOR LOAD —_HEIGHT NO.STORIES 2 _ AREA NO.BEDROOMS_ VALUE BUILDING DEPARTMENT SET BACKS F FIONT REAR LEFT SIDE` RIGHT SIDE Permit _ THIS PFRMIT IS ISSUED SUBJECT TO THE 9EGULATIONS CONTAINED IN THE RIIIL.DING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK. WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 25.00 WITH ALL APPLICABLE CODTS AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax .60 LICENSE.SEPARATE PFRMIT$1 F_ouiRED FOR SEWER,PLUMBING AND HEATINL;. _ IV' 4 Total 1Kiwlil,l� SDG— /\( d ✓�/�"i�" PDC# APPLICANT OR AGENT By 1-haj Approved T;,. Recelpl Na ADDRESS ONEw 6 DATE' INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. -- —-- Rough-in ---- , ._—_._ ---------- Fixture i Final HEATING —� Contractor Permit No. _ lies or Oil Rjugh•in Final SEWER Final DRIVEWAY Final� A Storm Drainepa (Rain Drain)Final Sideveik Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY final Landscaping Zoning Final I ,2. s � CITY TIGARD GATE 7- -30 Q F�IJILDIi�ta PERMIT APPLICATION I PLIC,ATIOIa N of THE UNDERSIGNED HERES) APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED � BIdIZOEftPyONF✓�'9'"'�zlo OR AS SHOWN AND APPROVED IN 'f FIE ACCOMPANYING PLANS AND SPECIFICATIONS, Ov/rIEFrPeormi:!�� LOT NO_ 7'.VfJEPwl�i�..-_ii •��t...i JOB ADURESS _ ;KfFCHITECT — iUlf`Oc'� J v ADURES^ ' ENGINEER _.�� - —_��•''�j�'�f»u.s��/t s �!�C.ss�Q�SIG'VER STRUC,TLIRE IDNEW ❑RE%inCEL ❑ADDITION RcP:.IR CRE`JEI;IAL �DFIREDA.MAGE L_.1DEMOLITI. ❑ nESILIENCE Q COM.,14 ❑EDUCATIONAL CGOV'T OFIELIGIOUSDPATIO ❑CARPORT– ❑GARAGE ❑STGrIAGE[JSLAB - FEN USE ZONE___CLOG. TYPEIRE ZONE A,:::� PLAN CHECK BY_ HEAT_ S E LL E R -€ T9 f_ _----- - ^SS_LO.LP FLQQ31.:i:,'.f i HEI HT ��0.STORIES :� AREA NO.�EQR Oki�y�f VA IIF.:: c Bf11L01N DEPAR TNIENT SETBACKS FRONT – REAR LEFT SIDE RIGHT SIDE 1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONI. I I 3^ Check REGULATIONS AND ASL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGP,EED THAT )RK WILL BE GONE IN ACCORDANCE WITH THE PIANS AND SPECIFICATIONS ANTI IN COMPLIANCE VA; 5:17.20Id1 II �� ALL APPLICABLE CCDES ANO ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAF RESTRICTfVE COVENT NTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSIPIE C:efR Tac 1`L' LICENSE SEPARATE. PcRWTS REOUIRED FCR SEWER, PLUMBING AND HEATING. Total ' SOL' - PDC# APPLICAN1 OR AGENT Approved Receipt No --------v`�.—_Y� S D I: - � 7�— PDC - i SEWER CONNECTIDl( $ SEWER INSPECTION SEWER SURCHARGE Comments . WjW VENDOR ADI)IlESS CITY, STATE, ZIP _ CITY OF TIVARD DATE 1 , ] 1 P.O. # WASHINGTON COUNIY,OREGON CHECK ONE: I have received the following. Please make REQUISITION payment. (Forward to Accounting.) Received: ! Date Initials QI have ordered the following. Please issue OTHER INFORMATION: a confirming purchase order. (Forward to Administrative Secretary.) -- I have researched the following. Please issue a Purchase Order. (Forward to Administrative Secretary.) —� I want to buy the following. Please research. Return price information to this office. (Forward to Administrative Secretary.) ACCOUNT QUANTITY ( DESCRIPTION (Please explain thoroughly) UNIT PRICE TOTAL PRICE - - TOTAL AMOUNT DUE $ _ DEPARTMENT HEAD APPROVAL: f "' FINANCE DIRECTOR APPROVAL: ( for 600 Accounts over $2,500, and all 700 arcounte DISTRIBUTION: White - Pur. Coord. or Accounting Yellow- Department Copy � _ 871 ; BUILQlNG PERMIT APPLI8ATMN TIGARO DATE--__ T,'*'.UNDERSIGNED HEREBY APPLIES FOR A PERMI f FOH , iE VJORK HEREIN INDICATED BUILDER PHONE 62t3n16V .1 OR AS SHOWN AND APPROVED IN I HE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE tax LOT N0. 2 6 l 1 p '223-M) OWNER slc? T<<1ltf � JOB ADDRESS 12925 cit Pacific t`righwa�V — ARCHI'rCT 5dS �"SENGINEER BUILDER hdrl Cer _ ADDRESS 11iy flaiea$tic LarwESIGNER STRUCTURE ❑ NEW_ ❑ REMODEL _❑ A' DITION ❑ REPAIR _❑ RENEWAL __l-1 FIRE DAMAGE ❑'DEMOLITION M RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑_SLAB❑ FENCE OCCUPANCY "' LAND USE ZONE _ �'"5 BLDG.TYPE StI FI ONE__-PLAN CHECK BY��ltn► HEAT=^ e7r ncr ho rla, r7arage t, Whed. a in SEWER PERMIT# - OCC.LOAD FLOOR LOAD _HEIGHT NO.STORIES AREA NO.BEDROOMB� VALUE BUILDIN!Z=� _ SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE I - -_.:-_—..------- Permit J THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THF. RUILDING CODE,ZONING REGULATIONS AND ALL. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL RE DONE IN ACCORDANCE WITH TILE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APP' ICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUEZ CONTRACTORS TO HAVE CURRENT CITY BUSINESS / LICENSE.SEPARP,TE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax 40 (11.4 f1 SDC- Total -- --F PC',# APPLICANT OR AGENT BY �'.( r ( , Receipt A DR 3S HONE Approved S BUILDING PERMIT APPLICATION TIGARD DATE � ` __,�a_81 3880 Tt-IE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 62.E-603'7 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _ taX LOTNO..__24 `--v-2T2 OWNER .,;arie Louis JOBADDRESS 12,925 ru Pacific Ni.3t1tTa y_ ARCHITECT Thospas Consitiltinq ENGINEER BUILDER owner ADDRES41545 SIV7 "a"sinstiC Lane DESIGNER 245-7746 STRUCTURE E NEW ❑ REMODEL L7 ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION Cl RESIDENCE D1 COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ BLASE] FENCE OCCUPANCY LAND USE ZONE _f_-_3.C)8LDG.TYPE =t., FIRE ZONE PLAN CHECK BY 3' j HEAT Construct office^hs. single ,:story, per plans and specs. �',ni•n.resr0 PluTbing a N!echarictal Permits Required. 4 SEWER PERMIT# OCC.LOAF FLOOR LOAD _ HEIGHT 17 NO.STORIES 1 AREA 5000 NO.BEDROOMS VALLSI;4,2 S 0 w BUIi SING PfPARLUgnft., SETBACKS FRONT F 2 REAR ^ ? LEFT SIDE 16.5 RIGHTSIDE _ Permit 2 / 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 AGnEED THAT THE Plan Check ''r'+r l� WORK WILL BE DOk.E IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total _ 411' `,0 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 11U. LICENSE.SEPARATE PERMITS REQUIRED FOn SEWER,PLUMBING AND HEATING. Blete TSR SDC— PDC# APICAJT OR A� -----Bpi y !L Approved d W Receipt No. L - A'L�DRE98---- - --- __ -- ---PHONE i.im an I DATE INSP. TYPE INSPECTION REMARKS PLUMBING r DATE Contractor + Permit No. rinuph•in Fixture _-- Final — --_� HEATING Contractor Permit No. Gas or Oil Rough-in Final $f_WER Final -Y DRIVEWAY Final _. kL Storm Drainage VI/ _ (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zonina Final �p iw rrt0 A-cgrto. JtJ m,L Y z//fir/ ax^_I�✓ d�3f'i`�, 3S'Sr>, f3F / –/ d ,'� i ;i SITE, WOR.1�- " y� 13UILDING PEHnAITAPPLICATICN TIGARD DATE-- —. /- ' -'19 3881 T•`iE UNOF.RSIGNED HEREBY APPLIES FOR A PERMIT FOP T HE WORK HEREIN INDICATED RUILDER PHONE C 2Q-•FE137 OR AS SHOVJN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, (-)WNER PHONE taX I OT NO. e " + � OWNER ''1aL'lc ar.�guiS JOBADDRESS_ sy,, 1.>ac iiq s gjiFl� ARCHITECT 'Thomases Con:su l ting. L ENGINEER h�npr 1545 SW ,'1A until^ I,AnEN DESIGNER 245-7746 BUILDER ( ADDRES� _ � _Y STRUCTURE U NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR U RENEWA . ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE XXCOMM_❑_EDUCATIONAL O GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLABO FENCE OCCUPANCY _2-2 LAND USE ZONE _ C-5 BLDG.TYPE — FIREZONE "" PLAN CHECK BY_ 4W±'. HEAT Site Work -- Includes ara Sinn# pavinop concrete work, manitAry t stitorn sewers, irr.iq.itif)n syetem and landscapis1n. SEWER Pl 1W;YrF'.4T,Tt I3',`•>Frr-T'IOTi MUN IA 5.no OCC.LOAD FLOOR LOAD HEIGHT__ NO.STORIES AREA r o.BEDROOMS VALU12D,RP BUILDING DEPA SET BACKS FRONT T T•',"'REAR LEFT SIDE RIGHT SIDE Permit _ $ ? 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 THG Plan Check 4y Cf CN WORK WILL BE DONE: RJ ACCORDANCE WITH THE PLANS AND SPECIFICATIO14S AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOVI AND SUB CONTRACTORS TO HAVE CURRENT CIT" BUSINESS LICENSE.SE ERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total 141 .E _s PDCN APPLICANT OR AGEN1 By 1,1 Approved c)W�1 Receipt No. J 1f F ADDRE98{ PHONE BUILDING PERMIT APPLICATION COF TIGARD ,AT'E�' '��` t9.� THL UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDERPyori '6p OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNEPPw0Nr• T.I<LOT NO OWfVEP ►rej n{{/� ORE53 JOB AOI/"t.�,Ls" ✓KJ � ��/ ARZ11-1ITECT uy� ENGINEER H .,UI�_ 'l _(��h ADORE ��/�ar� 1�1Me, DESIGNER STfiUCTURF_ — ONEW Q REMn0EL ❑ADDITION— Q_ R_EPAIR� ❑RENEWAL ❑FIRE OAPAAGE DEMOLITIJP fiE51LiENCE ❑COMM ❑EDUCATIONAL ❑GOV'T L.rRE!_IGIOUS PATIO L�CAR PORT ❑GAFAGE S7pRAGE❑SLAB ❑FENC OC4UPANCv-9-'3,LAND USE ZONE l.ef-CfTYPE `, .FIRE ZONE-.!'—' PLAN CHECK BY— HEkN AT .SEWEP PEPMTT # � OAD _--HEIGHT NO.STORIES— AREA NO �F,_QR_QQMS VALUE _ 81JIL41NG DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE �o„rrn I t 0,170 -- - =--- - --THIS PERMIT IS ISSUED SUBJEr'T TO THE REGULATIONS CONTAIVEO IN THE BUILDING CODE, ZONIN j i-:.-in Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT TH WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WIT Sm—total 01D ALL APPLICABLE CODES ANO ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV i �; RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINES . i ate Tax � LICENSE.. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND F:EATINC Tota! D� SDC — I'a, PDC# -- APPLICANT OR AGENT I Approved Receipt No l._ AnnRE55 HONE 3DC - PDC: - _ # SEWER CONNECTION $ SEWER INSPECTION $ SEWER SIIF" HARGE Comments ; - - L7f4-• �hl�AGI�14 '�1.DG� BOLDING PERMIT APPLICATION c0 FY TI" ,.RD DATE_SL_iG52 19� �° � FED THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THt WORK HEREIN INDICATED BUILDERPHON OR AS SHOWN AND APPROVED 'N THE ACCOMPANYING PLANS AND SPECIFICATIONSoUINEPP r-fl- �y � rwY LOT NO �!� .F/� K� _7WNEP JOR ADDRESS ��}.� a•'CARCHITECT �- y� ;3U1�_D:3 a te.-mac_ 'I�. a C.►. ��} /_ M •�',NGINEER 11ION1111119Cl — ADDRESS l��L + y "•,��,11M'w�_ 1PESIGNER �r---T STRUCTURE rRjEW REmno-L OAODITION Cl REPAIR ORENEWAL ❑FIRE DA?RAGE ClDEMOLITI JN GESIDENCE Ly COMM ❑EDUCATIONAL CJGOV'T ORELIGIOUSOPATIO OCARPORT ❑GARAGE ❑STORAGEL�S AB ❑FEN;E /V O7CUPAf Z LAND USE ZINE -is QL.OG TYPE _FIRE ZONE PLAN CHECK BY_ HEAT �_ ��AIV.� wlva)��►tQS. Z�, _ �L✓M� MECit/ DI[Slt�ii SEWER_ P01 ERMIT _ J�C_LQ �._ F957�4,�PQ Hl !SNS__. N ,3T08IES APEASp 0 F _ 9�OROOMS � VA iIF�T�a 81JILn11'j, DEPARTMENT SETBACKS FRONT b ��-------- __ _ _ REAR-+#L_ LEFT SIDE A..f RIGHT SIDE I THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILOING CODE, ZONING 11-;an Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WJRh WILL BE DONE IN ACCORDANCE WITH THE PLANS A'YD SPECIFICATIONS AND RJ COMPLIANCE 1h'ITI.ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE y RESTRICTIVE COVENANTS. CONTPACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINES° I 1,a- Tax O V LICENSE. SEPARATE PERMITS REQUIRED FOR E PLUMBING AND HEATING. Total SDC - ki POC# of ?. 3g4 �� _ owa� APPLICANT OR AGENT—� -��'----- -`--"—"f� +Approvpd Receipt No II'.� /7#6 T T ArynRp;S -«T PHC)—NE SDC - $ PDC S Sit Peft- SEWER CONNEC "ION SEWER INSPECTION S •g, , SEWER SURCHARGE Comments : -/s%'Ot 44 R C ;S. _� V•�CcP� 'gyp k �r►„a.l. rvk sr°°fie.) PC kaa,t ' ..,c� V . �•I.81I•tJM F� wimaA"dA a O,AIS•fvft 4&Q -to.R 4e l l( a". �•1) �tc'(�R_�!9� AW I( i oC Aeth =ok%i at I�lvf�l�fRN ►+Ith�'T�•wy�. JI 141. p Pa . 7-fD /000 i �a ..ADING PERMIT APPLICATION CiOFT Y TRG,ARD DATE •lam 19 THE UNUER;'-GNED HEREBY APPLIE5 FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER P!-lONF 6-Zq�G0i7 OR AS SHOWN AND AP"ROVE.D IN THE ACCOMPANYING PLANS AND SPECIFICATION OVJNERPHGr1F _ Loos 1, ... 1l' D G/1� LOT NO. G 00 1 S f-, -SQ:_ eVr.lEp �f�, �Oli(S JOB ADDRESS I Q' �.r �S Q�_1�-�.01t-E I� .� O 1RCHITECT OIMA�J /_''1-, / , ENGINEER ADDRESS I_yJ �{J�/�_CZ,�e��G �tA_�r OESIGNER i}il�ruHS IENI �FlF.'Mf10EL ❑ADUIIIt;`! ❑FiiEQ-A1-R LIRENE444L ❑FIRE DAA �} r -�_��'''11 _R��_-�_11 L_J_D_ 10LIT1.)N r `iE_iDENCE COMM ❑EDUCATIONAL LJGOV'T ❑RELIGIOUSL.JPHTIO L_ICARPORT GARAGE ❑570R.4GEQSl 8 FENCE u�.l;l v.tinl;:YstScLANO USE ZONE C--y BLDG TYPE__. ..FIRE ZONE PLAN CHECK Fog AL04, L.OAU "••°��IEIGHT __NSL,STO.RAE _ A 99 NO.BEDROOWi VgU;I_� I� dIJILRIN, DEPARTMENT SET 8ACK5 FRONT ROAR I.EFT SIDE RIGHT SIDE doll, "- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IPI THE BUILDING CODE. ZONING . LICABLE CODES AND ORDINANCES, AND IT IS FI@RE9Y AGREED THAT THE -,- u REGULATIONS AND ALL Aoo JrORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANDSPECIVU ATION; AND IN COM-PL1A.NCCE WIT l. ':�^TL')I-il _ ,��•a'Q ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE t,= THIS PERMIT DOES NOT WAIVE RF,STRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURt1ENT CITY SUSINES._ TAk LICENSE. SEPARATE PERMITS RFOUIRED FOR SEWER, PLUMBING AND HEATING. �Ji yam- DC I (2+6 - - - ----AC�uPPLICANt OP AEt .- - R�re�pt Pb)PLCNr[7��• / / soc - $ l/f�lL` S 0 Ptic — $ SEWER CONNECTION . 8I �hf, 31)U . 31U; SEWER INSPECTION SEWER SURCHARGE $. Comments: a ) O` �� 6� � Qin � e� �0 ( W koo '8P K) m O SII' s o to 4, r 7 / � _ � Ili-� ' � qy%i �1 ` •�b tt1 r �^ tiJ�'= � � I�ph � LL_ 6►rt� tL10 W• q- � � a�ON Q,vi�. oT •y�, w '•; O ) _- U P 7 sm •rSsR .� t�Ob` Mry era ,o 1 Ktli n. IV o^ Boa a� �� 11 r X01 \� e� c� '� s w 1' cwn �� cv M C—) OWL V •—� t� t '7i t OB -moi \ M t0 Z W) = Ln pO'A t � \v' O L 9 ())`v � di yay �^ O �'• N M a N .�� oda r i O +, o a O ^ Y, / 14 O � s'x •yyti O Q 6 0 4b a~ r�° v yyb � ti 1 a� 1`N t7 to •til, r •: � F \oa ,a. a m y i CITY®I" TIGARD STAFF RETORT WASHINGTON COUNTY,OREGON SITE DESIGN REVIEW TIGARD PLANNING DEPARTMENT 12420 S.W. 14AIN STRF,ET August 24, 1981 DOCKET: Si'e Design Review (SDR 20-81) Marie Louis APPLICANT: Marie Louis (V 7-81) 11545 Majestic Lane Tigard, Oregon 97223 IOCATION: 12925 S.W. Pacific Highway Washington Co. Tax Map 2SI 2BD Tax I.ot 2600 PRESENT ZONE: Designation C-5 Highwey Commercial REQUEST: Site Plan and Design Review for a commercial structure PREVIOUS ACTION: Referance File: 7.0 21-81 and V 7-81 SITE F_-AN AND DESIGN REVIEW: The applicant is proposing to construct a 4,300 square foot commercial structure. This is an on site addition to an (.xi.sti.ng structure. Adequate parking can be provided on Bite. The existing old house and two sheds will be removed. On site drainage facilities exist and can accomodate additional run-off. i STAFF ACTION: Staff approves this site design. review application. Development may take place subject to the following conditions: 1, 1n eight (8) foot, concrete sidewalk should be installed' alcng tine entire 99W R.O.W. All work in this area shall be npproved by Mr. William Giebel of the Oregon Department of Transportation 229-5002) prior to the ibsuance of a Building Permit. '.y the Building Official. 2. A sign permit shall be attained from the City prior to the installation :)f a new sign or remodeling of the exi.s'_i.ng sign. 3. A detailed plan af the existing parking lot shall be! submitted showing the parking confiquration as it will be following the sidewalk installation. An effort will be made to add landscLping in the area (see site plan) . An irrigation plan shall be superimposed on this plan. 4. No Occupanc.,; Permits shall Lc issued until all conditions placed upon this development by the City of Tigard have been 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 1'H: 639-411' STAFF REPORT SI'T'E DESIGN REVIEW - MARIE LOUIS Page 2 j satisfied and inspections verifying this have been carried out by the appropriate department. 5. No changes will be made to approved plans or specifications unlesp formal application is made to the appropriate City Department and changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings. 6. Grading and construction plans for all work in public rights- of-way and all other public_ improvements shall. be prepared by a registered professional engineer in accordance with City standards, and shall be submitted to the Public Works Department for review. 7. All proposcl utilities shall be placed underground. Street I lighting installations shall be approved by the Public Works Department. I 8. All street and parking area shall be concrete or asphalt. All sidewalks shall be concrete. 9. No minor land partitions shall be made in reference to this j project unless formal application is made to the City of Tigard Planning Department and the minor land partition is approved and recorded. 10. All Structure developed must meet minimum requirements for Fire and Life Safety, and Structure Safety Code requirements of the City of Tigard. Aldie H ening Department NOTE: Sign below to acknowledge conditions set furth f.)r this project and return to the City of Tigard Planning Department. Failure to acknowledge will result in no further action on this project with regards to issuance of Building Permits or engineering approval . Signature Property wner) u -��f- - ----- D Siturpict if different) Date gna e( plan — STAFF REPORT t. M. FINAL ACTION/SITE DESIGN REVIEW TIGARD PLANNING DIRECTOR September 30, 1980 CITYOF TKA RD WASHINGTON COUNTY,OREGON DOCKET: SITE DESIGN REVIEW, SUR 24-80 (Lasal. Land Co./14arine Lumber property on 99th & P_ ITT ' APPLICANT: William C. Floberg OWNER: Same c/o Bullier & Bullier 707 Washington Street Portland, Oregon 97205 SITE LOCATION: 11675 SW Pacific Highway (Wash. Co. Tax Map 1S1 36CD Tax Lots 1_00, 200, 300, and 1: 00) �a *l ^ SITE DESIGNATION: C-5 Highway Commercial (ZC 22-80 ref.) r• , SITE PLAN/DESIGN REVIEW COMMENTS: The primary concern of the City relative to development on this property i.s the alignment of the extension of Dartmouth at the I-5/Haines Road interchange to 99W and 78th Avenue. This alignment has been approved by NPO #4, and is the only alignment pattern left _do, to development on the South side of 99W. We have verbal assurances from Mr. Finke, Mr. Hale, and Mr. Alexander that they will cooperate in the future as they develop relative to this realignment proposal. Pfaffle Street represents another area of concern. With the installation of a four-way intersection 99W it seems appropriate to make Pfaffle a one-way off 99W going West. Entry from the West to the bonk would be changed and protected. We might eliminate a portion of the tnick traffic now using Pfaffle. All of these (traffic) plans have been discussed with the applicant, and to some degree w.itlt the Oregon Department of Transportation. The Public Works Director has prepared a sketch of this proposal for review by the applicant, STAFF RECOMMENDATIONS: Staff recommends approval subject to the following conditions: 1. All conditions of ZC 22-80 shall be met. . 2. Sidewalks: 99W frontage shall be eight (8) feet wi.cle. Existing sidewalks shall be removed. Dartmouth •• five (5) feet both sides. Pfaffle to the North of Parcel B - .five (5) foot sidewalks full length of property. Pfaffle to the North of Parcel A - five (5) foot along North side of Pfaffle from corner of 78th East to connect to existing sidewalk in front of bank. 3. Setbacks_ - A ten (10) foot rear setback shall be allowed along Pfaffle provided that heavy landscaping be installed. Applicant to retakn as many existing site trees on Pfaffle and 9914 as possible. These �---- 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH 639-4171 STAFF REPORT/FINAL ACTION SITE DESIGN REVIEW/SDR 24-80 TIGARD PLANNING DIRECTOR September 30, 1980 Page 2 trees provide good screening now and will be difficult to replace. Protection during construction shall be provided. 4. Parking areas - The entrance to the parking area for Parcel A shall. be shifted to the North as far as possible so as not to restrict the traffic flow off 99W making a right turn (Revised plans to be submitted to Public Works for approval) . S. The parking spaces on Parcel P. shall be changed by the addition of landscaped areas as shown on plan in red. Five (5) spaces will be eliminated. 6. Applicant, Public Works, and Oregon Department of Transportation shall agree on traffic configurations and traffic signal intersection design. Necessary improvements and dedications shall be made to the satisfa-tion of the Public Works Dire-!tor. 7. No Occupancy Permits shall be issued until all conditions placed upon this development by the City of Tigard have been satisfied and inspections verifying this have been carried out by the appropriate department. 8. No changes will be made to approved plans of specifications unless formal application is made to the appropriate City department, and changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings. / 9. Grading and construction plans for all work in public rights-of-way V and all other public improvements shall he prepared by a registered, professional engineer in accordance with City standards, and shall be submitted to the Public Works Director for review. All public improvements will require a Compliance Agreement and must be (design) approved by the Public Works Director, and must be either fully and satisfactorily constructed prior to the recording of any minor land partition, public dedication, final plat or issuance of (i.e. , more than one) Building Permits; or bonded to the City for 100% of the estimated cost thereof prior to the recording of any minor land partition, public dedicatioti , final plat or .issuance of Building Permits. 10. All existing and proposed utilities shall be placed underground. Street lighting installations shall be approved by the Public Works Director. 11. A metes and bounds legal description and map shall accompany a dedir_at?on of public rights-of-way, parks, open space or floodplain areas and shall be prepared by a registered engineer of land surveyorer. t $-NFF REPORT/FINAL h-TION SITE DESIGN REVIEW;/SDR 24-80 TIGARD PLANNING D'IFECTOR September 30, 1980 Page 3 12. All roadways and parking areas shall be concrete or asphalt. All sidewalks shall be concrete. 13. No minor land partitions shall be made .in reference to this project unless formal application is made to the City of Tigazd Planning Department and the minor land partition is approved and recorded. Al.die Howar ��- Planning D or NOTE: This acknowledgement must be signed and returned to the City of Tigard, Planning Department. Failure to return this acknowledgement will result in no further action on this project with regards to issuance of. Building Permits or engineering approval. ( -.- - ', i /(-) Z " l Signa ure Date �y t PROJECT SPECIFICATIONS FOR THE PACIFIC BUILDING BY MARIE LOUIS THOMAS CONSULTING ENGINFFRS, INC . 10157 S W. Barhur Bled. Sulte IORC Portland , Oregon 97219 Phone. (503) 245 -7746 Project Specifications # 81-017 TABLE OF CONTENTS 1. 0 GENERAL REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1 1.1 General Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1 1, 2 Special Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 2 1.3 Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 2.0 SITE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 2.1 Lines and Grades . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 2. 2 Site Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 4 2. 3 Asphaltic Paving . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 5 2.4 Sidewalks and Driveways . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 5 2. 5 Site Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 5 2.6 Building Sewer Service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 6 2. 7 Water Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 6 2.8 Extruded Curb . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 6 2.9 Landscaping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 7 2.10 Damage to Existing Structure and Adjacent Property . . . . . . . . . . . . . Page 7 3. 0 CONCRETE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 7 3.1 Building Foundations , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , Page 7 3. 2 Floor Slabs on Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 8 4 . 0 MASONARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 9 4 .1 Block Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 9 5. [i METALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 10 5. 1 Reinforcing Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 10 5. 2 Structural, Miscellaneous , and Embedded Steel . . . . . . . . . . . . . . . . Page 10 5. 3 Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 10 5.4 Welding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 10 5. 5 MetalBuildiny . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 11 0. 0 WOOD AND PLASTICS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 12 6 . 1 Wood Framing . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . Page 12 6. 2 Wainscots and Splashes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 12 7. U THERDAAL ANI) MOISTURE PROTECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 13 7.1 Sealants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 13 7. 2 Roofing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 13 7. 3 flashings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 13 7.4 Roof Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 13 7. 5 Interior Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 14 7.6 Interior Block Wall Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 14 7. 7 Exterior Block Wall Insulation . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . Page 14 wrw rw TABLE OF CONTENTS (CONT.) 8. 0 DOORS AND WINDOWS . . . . . . , . . 000000000 . . . . . . . . 8.1 Metal Walk Doors ' " " ' • • • • • • • • • • Page 16 Page 16 8.2 Wood Walk Doors . . . . . . . . . . .'0 0000 . . . . . . . 0000 . . . . . . . . . . Page 16 8. 3 0000 0000 . . . Glass Doors . . . • . . r • . r • . • . • • . . . • . . • . . . • • , , , • .011 . 0 • . . . 8.4 Overhead Doors , • . . Page 16 . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. .... . . . . Page 17 8.5 Finish Door Hardware . . . . . . • , . • . . . . . , , • . . . . . . . . .. / • •0000 . . 8.6 Store Front Windows • • Page 17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . Page 19 9. 0 FINISHES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.1 Painting . . . Page 20 . . . . . . . . . . . . . r . . . . • . . . . . • . . . . . . . . . . . . . . . . . . . Page 20 9.2 Suspended Ceilings . • , 0 , „ 0000060000000000t010 . . . . . .. . Page 21 9. 3 Resilent Flooring . . . . . . . . . . . . . 01 . . . . . . . . . . . . . . . 110. . 1 . . . 0. . Page 21 9.4 Gypsum Drywall . . . . ! . . . . . . • • • • . • . . • • • . . • • • • • . • •• • •. • •• . n . Page 22 10. 0 SPECIALTIES . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10.1 Toilet and Bath Accessories ' ' • • • • • • • • • Page 3 . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 23 11. 0 EQUIPMENT (NOT USED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 24 12. 0 FURNISHINGS (NOT USED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 24 13. 0 SPECIAL CONDITIONS (NOT USED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 24 14 . 0 CONVEYING SYSTEMS (NOT USED) . . . , , . , . . e 24 15. 0 GENEkrtL MECHANICAL AND PLUM Bf NG . . . . . . . . . . Page 25 15.1 Mechanical (Not Used) , . , 000000010000000 , , , 15, 2 Plumbing Page 25 . . . . . . , • • . . • • . . . • • • , . . Page25 16. 0 ELEC`T'RICAL (NOT USED) . . . . . . 11 , , , , , . . . . . . . . . . 0 0 0 0 0 0 0 0 0 , 0 . Page 26 r r r r r rw r r r r 1. 0 GENERAL, REQUIREMENTS 1.1 General Conditions 1.1-1 ^Contractors The owner (Marie Louis) "hall act as General Contractor for the project, and lienc,eforth referred to as General Contractor in this document. Sub-Contractors shall be selected on the basis of experience and lowest bid. 1. 1-2 Contracts All contractural agreements between The General Contractor and the Sub-Contractor shall be in writing. Any deviations from the original contract which incur additional costs shall be given only upon receipt of written explanation of work to be cone and a cost established. 1. 1-3 Supervision 1. 1-3. 1 The Engineer will not have continuous inspection of this project, but will be called on occasion by the General Contractor as needed. 1. 1-3. 2 The Sub-Contractor shall have his representative on the job site for continuous inspection. 1. 1-3 . 3 The Engineer shall have a final Inspection prior to acceptance by the General Contractor. Any discrepancies, deficiencies, or poor workman- ship will. be rioted at that time, and must be corrected prior to acceptance. Should more than one final inspection trip be required, the Sub-Contractor will reimburse the General Contractor for all expenses incurred for such trips. 1.1-4 Materials When reference is made in the speclficat!ons and drawings to trade names or to the names of manufacturers, such references are made solely to designate and identify quality of material or equipment. In the event the Sub- Contractor wishes to substitute materials or equipment different from the specified or shown on the drawings, prior written approval from the General Contractor and the Engineer must he obtained. The C3eneral Contractor and the Engineer will approve such material if they are considered equal to those specified. Any additional Engineering costs incurred to modify the structure to receive substituted materials will be home by the .Sub-Con' actor. (j) 1. 1-5 Protection The Sub-Contractor shall provide protection agi,!. -it weather, wind storms, frost or heat, so as to nLintain his trade work, materials iixtures, and interface with other trades, free from Injury or damage. At the end of the days work, all new work likely to be damaged shall be covered. If low temperatures make it impossible to continue work, the Sub-Contractor shall cease work and notify the General Contractor. Any work damaged by failure to provide protection as above required, s- : 1 be .removed and replaced with new work at the Sub-Co,.cractor's expense. 1.1-F _Manufacturer: Directions All manufactured articles, materials, and equipment shall be applied, Installed, connected, erected, used, cleaned, and conditioned as diredted by the manufacturers. 1.1-7 Work and Material Not Covered in Specifications Any item of work nece-sary to the proper completion of construction under this contract which is not specifically covered in the drawings and specifications shall be performed in a manner deemed good practice of the trade involved. Materials and equipment not specifically covered by the drawings and specifications shall be of a standard equal to good practice ccmmensurated with the class of structure being constructed. 1.2 Skecial Conditions 1. 2-1 Scope of Work The Sub-Contractor shall furnish and Install all materials and equipment for his specific trade as shown, listed, or described on the drawings or in these specifications, subject io qualifications, conditions, or exception as noted. Sub-Contractors also shall furnish all labor, scaffolding, and tools necessary to complete the work of his trade. 1. 2-2 _Measurements and Dimensions Before r,rdering materils or commencing work which is depenaent for its proper size and Installation upon coordination with build.'.ng conditions , Sub-Contractor shall verify all dime,isions by taking measurements at building site and shall be responsible for their correctness. Any discrepancies between drawings and/or specifications and existir)c1 condition shall be referred to the Engineer for adjustment before any work affected thereby is begun. 1. 2-3 Tempore Provisions The General Contractor shall be responsible for providing and maintaining the following temporary provisions. 1.. Temporary toilet 2. Temporary water supply 3 . Temporary light and power 1. 2-4 Sub-Contractor's Insurance Each Sub-Contractor will maintain such insurance as will protect him from claims under Workman's Compensation Acts and other employee benefits from claims for damage because of bodily Injury, including death, and for claims for damages to property which may arise out of and during operations under this contract whither such operations be by himself or by anyone directly or indirectly employed by him. 1.3 Permits 1.3-1 Scope of Work Permits shall be obtained by the General Contractor or by 1 the Sub-Contractor delegated to do so by the General Contractor, 1.3-2 Compliance to Cedes The Sub-Contractor shall construct all materials in compliance with the drawings, the,-;P specifications and L,)cal Building Codes; and in such a manner as acceptable to the Local Building Official. Any discrepancies shall be called to the attention of the Engineer in writing. 2 . U SITE WORM. 2.0-1 Scope Furnish labor and materials to complete the work which consists of clearing , grubbing , demolition, trenching , evacuation, backfilling , and building sewer srte drainage. Landscaping and water service as shown an the drawings or as specified herein. 2.1 Lines and Grades 2 .1-1 _ s Scope of Work The corners of all new buildings shall be staked ir. accordance with the drawings. Staking shall be done by a Registered Surveyor as selected by the General Contractor. Grades shall be as shown on the drawings using the bench mark established on the property as shown on the drawing: . 2 .1-2 Staking Bullding Corners Stakes shall be located and of a meterial that will not he destroyed during construction. (3) 2. 2 Site Preparation Scot of Work Furnish materials and labor to excavate, demolish, back- fill, and remove existing wood frame structures, foundations, concrete retaining walls, curbing , walkways, pavement, soil, vegltation, trees, or any additional required items not shown or specified herein necessary for the construction or erection of the site work or building, Sub-Contractor shall notify Engineer if underground structures other than shown or indicated herein are found. 2.2-2 Demolition Demol'tion and removal of existing structures, retaining walls, foundations , walkways, curbing, and pavement shall be done in such a manor as to prevent any damage to existing building or facilities. Limits of evacuation of curbing, retaining walls, walkways , and foundations shall be their out to out dimension plus 1'0" each side. Sub- Contractor shall repair or replace or otherwise compensate for damaged or destroyed items to the owners satisfaction. 2. . 3 Basement Removal or i'illinM Existing full basement shall be removed or filled with sand .,)'r 3/4" minus crushed rock and compacted to 90% of "maximum density" when tested according to AASHO standard method A. The last 2'-6" to finish grade shall be 95% of "maximum density" . Basement walls or other protruding facilities shall be removed to a depth of not less than 18 itches below finish grade in areas under proposed building slab, or 12" for all others. 2 . 2-4 Clearing and Grubbing Clearing and grubbing shall consist of the removal of trees , roots , stumps , debris , plant materials, miscellaneous concrete:, or asphaltic pavement, or rubble. Depth of removal for all miscellaneous plant material shall be to a minimu-n depth of 6" below subgrade outside of building pad and 12" under building pad. All other materials (ie tree stumps , roots , concrete or asphalt rubble) shall be removed to a minimum depth of 12" outside building pad and 18" under hui'ding pact below finish grade elevation. Backfill these areas to required subgrade with 90% compacted sand or gravel unless otherwise directed ty the Engineer. 2 .2-5 Excavation Excavate for the structure and contour lot to finish grades shown on the drawings (y� 2 . 2-6 Sub-Base Pill In areas where fill is required, provide 3" Pit Run aggregate, or other material as approved by the Engineer. Place and compact in layer of 8" lifts. Compact to 95% of Standard AASHO. 2. 2-7 Base rill Under Asphalt Pavement Provide 5" of 3/4" minds clean select aggregate. Place and compact in layers of 8" maximum lifts. Compact to 95% of Standard AASHO. 2 . 2-8 Base Pill Under Buildings Provide 5" minimum of 3/4" minus clean select aggregate, Place and compact in layers of 8" maximum lifts. Compact to 95% of Standard AASHO. Provide I" of sand on vapor barrier over base fill. The sand is to be wetted immediately prior to placement of concrete slat. 2. 3 Asphaltic Paving 2 . 3-1 Scope of Worl: Furnish materials and labor to place the asphaltic concrete pavement as shown on drawings. 2 . 3-2 The hot mix asphaltic concrete surface shall be 2" thick. The mix design shall be as required by Local Codes, o: Building Official requirements. Existing asphalt shall be saw cut in such a manor to insure a straight and true edge. Edges of existing asphalt shall be treated with liquid asphalt tack coat prior to placing of new pavement. 2 .4 Sidewalks and Driveways 2.4-1 Scope of Work Furnish ►naLerials and labor to place the sidewalks as shown on drawings. 2. 5 Site_Drainage T5- J Scope of Word Furnish materials and labor to con.,truct and install a storm water system . Said system stall consist of a catch basin, piping, trench, backfilling, and making connection to existing facilities as shown on the plans and as specified herein. 2 . 5-2 Concrete pipe shall conform to ASTM C-1475. LS) 2.6 Builaing Sewer Service 2.6--1 Scope of Work Provide materials and labor to construct a new and abandon and cap existing building sewer service. Such work shall include trenching, backfilling, asphaltic patching, and connecting to existing main as shown on plans and as specified herein. 2 .6-2 _Materials Server pipe on site shall be sch. 40 PVC size as shown on plans. Sewer pipe in the public right-of--way shall be class 2 concrete coforming to ASTM C-14 with Bell and Spigot rubber gasket joints. 2 .6-3 Workmanship All work in the public right--of-way shall be in strict accordance with the State of Oregon or the City of Tigard standard specifications. Existing pa,iements shall be saw c.-it in order that a straight and true edge is obtaining pavement shal'. be removed in such a manner to insure a straight and true edge with mini- mal damage. Edges cf existing pavement shall have a coat of liquid asphalt tack coat applied prior to new paving Installation. 2. 7 _Water Service 2. 7-1 Scope of Work Furnish materials and labor to remove, replace, and connect new water service of the size and location as shown on the drawings. 2 . 7-2 Materials Water service line shall be of the type as required by the Tigard Water Service District. 2 .7-3 _Workmanship Trench backfill shall be as detailed on the drawings. Pavement shall be saw cut and removed in such a manner to insure a straight and true edge with minimal damage to remaining pave gent. Edge of existing asphalt shall recei,.e a coat of liquid asphalt tack coat prior to placement of new pavement. 2.8 Extruded Curb 2. 8-1 Scope of Work_ Furnish materials and labor to provide concrete extruded curb at location ai.d as detailed on the drawings. f 2,9 Landsrapir, 2.9-1 Sco,Pe of Work Provide materials and 13bor to do required landscaping as shown and detailed on drawings. 2.9-2 Materials Plants - As shown on drawings Rock - Bolder size (ie 3 manrock) 2 .9-3 Workmanship Grading shall be done in such a manner to insure a uniform free draining surface to with 1/2" of top of curb. 2.10 Damage to Existircc�Structures and Adjacent Proper The Sub-Contractor shall perform all work and take adequate pre - cautions to insure that :-,o damage occurs to surrounding facilities or property. Sub-Contractor shall replace, repair, or otherwise compensate owner to owners satisfaction for any damage incurred during construction of said project. 3. 0 CONCRETE 3. 1 1u_ildin_Pounda_tions 3. 1-1 Scope of Work Furnish materials and labor to construct building foundations. 3 .1 -2 Materials F uundatlons are to be constructed of stone concrete f'c=3000 psi at 28 days plus 1200 psi for mix design cylinders. 3 . 1-3 In S tallatior. All exterior foundations are to be placed 1'-0" minimum below finished grade. Elevations shown on plans are maximum elevations to top of footings. Footings are to rest on firm natural undisturbed soil. Notify Engineer if ot-ier conditions are found. No excavation shall be made below any footings c'nscr than a one to one slope to the bottom of same, Backfill all pipe trench excavation bele footings with lean concrete to bottom of same. Cl) � . 3. 2 Floor SliAbs on Grade 3 . 2-1 Scope of Work furnish labor and materials to construct the building floor slabs on grade . 3 .2-2 Nlatcriols Floor slabs are to be constructed of stone concrete Uc=3000 psi at. 28 days plus 1200 psi for mix design test cylinders. 3 . 2-3 InstaIlation Slab base to be priced In the following manner. a) 3/4 inch minus aggregate compacted and to the thickness specified on the drawings. b) 5 mil vinyl vapor barrier placed over the aggregate. c) I inch sand Oaced Dver the vapor barrier. Slabs are to be placed in rectangles not to exceed 500 square feet and length not to exceed twice the width. Slabs to be s^reed, jitterbugged , and troweled to a smooth surface. Slabs to be sealed immediately after machine trowling with "Burke Cure" seal and hardner. Concrete floors are to remain natural with just Sealer coats (not paint). Protect floors from foreign materials which will dlscolo, the surface. Place concrete as indicated and specified on drawings. Steel trowel slabs true to line and grade with e maximum variation tolerance of 1/8" in 10 feet. Placing, finishing and curing methods follow standard good practice procedures as recommended by the Portland Cement A(-,sociatton. C8� 4 . 0 MASONARY 4 .1 Block Walls 4 .1-1 Scope of Work Furnish materials and labor to construct a masonaxy block building as shown on the plans and specified herein. 4 . 1-2 Materials Co,icrete mason iry units shall be 8" x 8" x 16" or 8" x 4" x 16" w!iore iu,icessary. Blocks shall be light weight units confor,ning to ASTM 0-90. Mortor shall be type S co3forming io the current edition of the Uniform Building Costo. Grout sha)i be 2006 psi concrete with 3/8" pea grave: Reinforcing shall be 40 ksi deformed bars. 4 .1-3 Workmanship_ Blocks shall be placed in a running bond pattern with concave joints. Cutting shall be done with a powe, saw. No breaking with hammer chissels or other hand Looas -.,,ill be allowed. All blocks shall be laid true and plumb. Alignment verti- cally shall not exceed 1/2" from top to bottom or 1/4" per 10 feet of wall length hcri7ontally. Splices in reinforcing shall be minimum of 24" or 4U'bar diameter whichever is greater. Block shall be washed and brushed upan c-)mpletion of work such that they may receive blockfiller ; to painting. Blocks to be backfillea against shall be c._ ted with hot mop asphalt prior to backfill being placed. I 5. 0 METALS 5.1 Reinforcing Steel 5. 1-1 Scope or Work Furnish material and labor for all concrete construction. 5.1-2 Materials All reinforcing steel to be ASTM A-615, 40,000 psi yield point. 5.1-3 Placement a) Provide reinforcing steel as shown on drawings. b) Splices shall be lapped 40 bar diameters 2'0" minimum unless otherwise noted on drawings. c) Set main reinforcing steel 2" from forms for piers or formed surfaces exposed to weather, 3" for footings and other concrete poured against earth. 5. 2 Structural Miscellaneous, and Embedded Steel 5. 2-1 Scope of Work Furnish material and labor for all structural and mise. and embedded steel shown an drawings not supplied by metal building manufacturer. 5. 2-2 _Material a) All structural, miscellaneous, and embedded steel shall be ASTM A36 , fy-36000 psi yield point. b) Detail , fabricate, and weld in accordance with AISC Soecifi.cations. 5. 3 Bolts 5. 3-1 FuScope_. of Work rnish materials and labor for all bolts shown on drawings: not supplied by metal building manufac`urer. 5. 3-2 Materials All bolts shell be ASTM A-325N and diameter shown on drawinjs. 5. 3-,' Installation Bolts shall be installed in locations shown on drawings and in a mE r,Der as described in the latest AISC manual. 5.4 Weldinq 5 .4-1 Scope of Work Furnish materials sand labor for all welding shown on drawin3s. 5. 4-2 Materials Welding shall be the shielded metal-arc E70XX process In accordance with AISC and "'%WS Specifications. Cion 5.4-3 Installation_ Welded construction shall be in accordance with AISC Specifications Section 1, 23 .6. 5. 5 Metal Buildino 5. 5-1 Scope of Work Furnish material and labor fm,- structural frame and roof as shown on drawing and as specified herein. 5. 5-2 _Mat_erial_s The metal building shall be designed , supplied, and erected in the configureation shown on the drawings. The building structure shall be clear span rigid frame designed to resist all live, dead , and lateral loads applicable to the area the building is to be erected. The main freme members shall constructed of ASTM A-36, 42 ksi yield steel, 5 . 5 -3 Design Criteria 1) Wind Loading = 20 psf 2) Roof Live Loadinq = 25 psf 5. 5-4 Approvals The steel building design and drawings are to ae certified / by a Registered Engineer and submitted to Engineer prior to commencing fabrication. 5. 5-5 Installation The building frame and roofing system shall be erected in strict compliance with metal building manufacturers erection manual. CI I� W-1 VWc■t u W RN i WOOD AND PLASTICS 6. 1 Wood Framing 6. 1-1 Scope of Work Furnish materials and labor to construe' interior framing as shown on the plans and as specified herein. 6.1-2 Materials a) Deliver lumber and carpentry material in a dry condition. Store lumber In such a, manner as to Insure proper vent•- ila tion and drainage. b) Framing lumber not to exceed 19% and finish lumber and millwork not to exceed 12% moisture content. c) Lumber is to be graded in accordance with the latest grading rules of UBC Standards 25-4 and 25-9. d) Pressure treated lumbar shall be used where in contact with concrete. Pressure treatment shall be in accordance with IJBC Standard 25-12. e) Grades and species of lumber: Studs: Douglas Fir-Larch Construction Grade. .foists: Douglas Fir-Larch No. 2. Headers: )ouglas Fir-Larch No. 2. f) Plywood to bear the APA Grade Trademark. 6. 2 Wainscots and Slashes 6. 2-1 Scope of Work Furnish materials and labor for all wainscots and splashes In re�,trooms as indicated on drawings and as specified herein. a 6 . 2-2 Material t Wainscots and Splashes shall be "Formica" or "Masonite" . i, . 2-3 Installation Wainscots and Splashes shall be continuously glued to walls a with Water resistant glue. All edges and corners to be finished with formed meatal trim . f ��JJ 7 . 0 THERMAL AND MOISTURE PRQTECTIQN 7.1 Uealants 7.1-1 Scope of Work Provide labor and materials to seal around all openings In block walls, 7.1-2 Materials Material to be equal to Sonneborn "Butakauk" pure butyl. Caulking, gun, and grade in standard color to suit job requirements. 7.1-3 Installation install sealant around perimeter of all open;_►gs, between dissimilar materials, and elsewhere as indicated. Com- pletely fill all joints and leave a smooth continuous bead. If necessary, tool joint immediately. 7 .2 Roofing 7. 2-1 Scope of Wcrk Furnish materials and labor for a high-rib type metal roof complete and ready for erection. 7.2-2 Materials The metal roof panels shall be 26 gauge galvanized 80, 000 psi steel precision roll formed with factory baked on paint and required fasteners. 7. 2-3 Installation The roof shall be installed in sU icc accordance with me-cal building manufacturers design and erection manuals. V. 3 Flashings 7.3--1 Scope of Ve-)rk Furnish mat(i.'uis and labor for flashings for building as shown on drawing and detailed herein. 7. 3-2 Materials Flashings and gutters shall be minimum 24 gauge galvanized steel and factory painted. Mansard with soffit shall be 26 gauge ste'l with factory baked on paint. 7. 3-3 Installation_ Flashings and gutters in such a manner as to avoid dents, scratches, and misalignment. All scratches and fastener heads shall be repaired with matching paint. 7.4 Roof Insulation 7 .4-1 Scopa of Work Furnish materials and labor to insulate building roof. Ci3) 7.4-2 Materials Fiberglass blanket insulation 4" thick, faced with white . 004 mil vinyl having (2) two inch tabs folded and stapled on G" centers. Insulation to carry a UL 25 label. 7.4-•3 Installation The insulation is to be installed in such a manner that sagging between purlins does not occur. Joints are to be tight and neatly rucked and rolled. 7. 5 interior Insulation Offi'-c. ScoFe of Work Furnish material and labor for insulating stud walls and ceilings indicated on drawings. 7. 5-2 Materials Ceilings and walls shall he f.nsulated, with fire retardant material, Providing a minimum of R-11 Rating for the walls and R-3()�or the ceilings. All insulation shall comply with Federal Specifications HH-1-5ZIE Type 11. 7. 5-3 Installation All Insulation shall be Installed with Kraft paper or Foil Back toward the heated area. The insulation shall be glued or stapled in place. 7 . 5-4 QUEintity 1 Lot 7 . (; Interior Block Wall Insulation 7. ()-1 Scope o1 Work,_�� Furnish materials and labor to Insulate Interior block walls in office area as shown on drawings and as specified herein, 7.E-2 Materials Insulation shall be "Zonolite" 2" thermostud system as manufacturers for use with concrete masonary block walls. 7.6-3 Installation Insulation shall he installed in accordance with manufac- turers recommended specifications. 7. 7 Extorior Block Will WEather Proofing 7. 7--1 Scope of Werk Furnish labor and material to weather proof the e,cterior surface of the masonary block walls, 7. 7-2 Materials Use "Rain Guard" clear weather proofing sealer as manufactured by "Rain Guard" . 7. 7-3 Installation Sealer shall be applied to the block wall at a rate of 70 sq. ft. per gallon. Sealer shall be applied on dry s.irface as per manufacturers recommended specifications. 8, 0 DOORS AND WINDOWS 8 . 1 —8----- MF:tal Walk Doors 8_1-1 r Scope of Work Furnish materials and labor for exterior Metal Walk Doors as scheduled on drawings. 8 .1-2 Materials Metal walk doors shall be 3'-0" x 7'-0" x 1-3/4" single swing , flush type, 18 gauge steel face sheet, "Coco Regent" doors, or equal. Door frames shall be 2" x 7-5/8" Double Rabbit Profiles, 16 gauge cold rolled steel, "Ceco" series SF Frames, or equal. Doors and frames shall have: a) Full Mortise 1-1/2 pairs of hinges as scheduled on drawings and specified in hardware sets below. b) Drilled for latch and locksets as specified in hardware sets below. 8.1-3 Installation 501crs and frames are to be installed in such a manner as to insure weathertightness, free operation, and durability. 8. 2 Wood Walk Doors Scope of_Worx Furnish materials and labor for wood walk doors as scheduled on drawings. 8 . 2-2 Materials Wood doors shall he flush panel type hollow o- solid core , with thicknesses and fire ratings as scheduled on drawings. Door frames shall be wood with frame widths and thicknesses as raquired for wall and door thickness. Doors and frames shall have: a) Fell Mortise for 1-1/2 pairs of hinges as scheduled on drawings and as specified in hardware sets below. b) Drilled for locksets as scheduled on drawings and as specified in hardware sets below. 8 .2-3 Installation FO--Ors and frame.3 are to be installed in such a manner as to Insure weathertightness , free operation, and durability. 8. 3 Glass Doors s1 . 3-1 Scope of Work Furnish materials and labor for glass walk doors as scheduled on drawings. C(0) 8 .3-2 Materials Glass doors shall be single swing, Kawn3er Series 190 Narrow Style Doers with 0,081 kickplates and reinforcing *op rail. V/ Doors shall have tempered glass as scheduled on drawings. Doors and frames shall have: a) Full Mortise for 1-1/2 pairs of hinges as scheduled on drawings and as specified in hardware sets below. b) Drilled for to(-ksetgas scheduled on drawings and as specified in harp mare sets below. 8 . 3-3 Installation Doors and frames are to be installed In such a manner as to insure weathertightnE ss, free operation, and durability. 8.4 Overhead Doors 8 .4-1 Scope of Work Furnish materials and labor for overhead doors as scheduled on drawings. 8 .4-2 Materials Overhead doors shall be upward acting, sectional aluminum panel doors , The doors shall be "Overhead Doers" series 120 Commercial heavy-duty aluminum doors. 8. 5 finish Door Hardware S. 5-1 Scope of Work Furnish material and labor to check and service all items of finish hardware as scheduled on drawings and described herein. 8 . 5-2 Hardware Sets HW #1 1-1/2 pair of full Mortise Butt hinges 4-1/2" x 4-1/2" x 0.13'," with non-removable pins, conforming to ANST A-156 ,7- 1972. 1 kickplate each side of door 1 each deadbolt locks , Adams Rite MS 1850A 1 each lock cycltnrlers and cylinder quards, Adam,3 Rite MS 4043 1 each thumbturn, .Adams Rite 2 each strikers 1 each door stop HW #1 cont. 1 each closer, Norton 1605 1 each Weatherstrip 1 each aluminum threshold HW #2 1-1/2 pair of full Mortise Butt hinges, 4-1/2" x 4•-1/2" x x. 134" with non-removable pins , conforming to ANSI A 156. 7-197'2. 1 each cyclindrtcal lo:-kset (2-•3/4 backset) corforming to FE�deral Spec, rr-H-161E. Schlage heavy duty D55PD 1 each deadbolt lock, conforming to Federal Spec. 181k, Schlage B46GP 2 each strike plate 1 each aluminum threshold 1 each weatherstrip Note: Hardware to be 20 minutes fire rating HW #3 1 each pre-hung door, non-removable pins 1 each lockset, Schlage A40S I each strike plate HW ##4 1 each pre-hung door, non-removable pins I1 each latchset, Schlage ATOS 1 Pach strike plate 9 . 5-3 Installation Deers and hardware are to he installed in such a manner as to provide maximu-n s-. urlty and weathertightness. Mastorkey all iocks fzr each facility as follows: 0 Exterior walk door 1) Lockset keyed separate , Masterkeyed alike. 2) Deadbolt lock keyed separate, Masterkeyed alike. U 8) Store Front Windows 8.6-1 Scone of Work Furnish material and labor to install store front window vections. 8.6-2 Materidls Store fronts shall b,; "Nordic" Series F. All members to be 6063-T5 extruded Natural Aluminum, Clear Anodized or Bronze ar specified by owner. All exposed portions of extruded alur.iinum store front molding shall be given an Anodic Oxide coating with Alumilite 204 in accordance with Alcoa Specifications. 8.6-3 Installation All joints are to be neatly fitted, s3curely fastened , glazed and sealed as shown on drawings and specified. 9 . 0 FINISFIES 9.1 fainting .1-1 Scope of Work Furnish labor and materials to prepare and paint the Interior and exterior walls, paritions, doors, trim, and miscellaneous items requiring painting or architectural finishing. Sub-Contractor shall obtain painting schedule and color selection from owner. Sub.-Contractor shall submit a list of paint type and shades to owner for approval prior to start of work. ,1-2 _Materials Paints and stains by Rodda unless otherwise advised by owner. Block filler- unspecified Primer - as manufactured by Rodda 9 .1-3 Tnstallation Number of coats specified is considered minimu-n . Contractor shall ap _ly materials in sufficient quantity to properly cover the surface and obtain a first class surface. Application-Protect all work of other trades . Work damages as a result of this contractor shall be repaired at the Sub- Contractor's expense to the satisfaction of the owner. Finish hardware shall be removed or covered during all painting operations. Before beginning any work, inspect all surfaces to be painted to assure a first class finish . Notify owner if any surface should be corrected before beginning work. Absense of such notice will be construed as acceptance of surfaces and later claims of defects will not be accepted by owner. Clean and prepare all surfaces as recommended by paint manufacturer. All floors shall be broom clean before application of finish materials. 9.1-4 Painting Schedule a) Masonary Block Walls 1st coat-Masonary block filler (50 sq. ft, /gal.) 2nd coat-Masonary block filler (50 sq. ft./gal.) 3rd & 4th coat-Acrylic laytex cement paint b) Exterior Wood Surfaces 1st coat-primer 2nd & 3rd coat-finish paint or primer (material used shall be suitable for exterior use) c) Exterior Metal Surfaces 1st coat-metal primer 2nd & 3rd .,uats-primer paint C�a) 9 .1-4 Painting Schedule cont. d) Interior Wol)d , Doors, Millwork, etc. (Stained finish) 1st coat-Penetrating Stain - wiped 2nd coat-Sanding Sealer flat e) Gypsum Boara ist coat- 1/2 size and 1/2 texture tinted 2nd coat-semi-gloss, washable paint Cleaning Upon completion the painting contractor shall remove from the building all materials and debris created by hirr. and leave his part of thw work in a clean and finished condition acceptable to the owner, Guarantee The painting contractor shall guarantee his work for e period of one year when using the materials as specified. If, for any reason, the painting contractor cannot guarantee his work using the materials specified , or because of the con- ditions of previous coatings, he shall bring it to the ownar's attention before starting any painting. This guarantee shall include protection from all moisture or water leaks in exterior walls, 9 . 2 Suspended Ceilings 9. 2-1 Scope, of Work Furnish materials and labor to install the suspended ceilings as scheduled on drawings. 9 . 2-2 Materials Suspension system to be exposed T-System of cold rollea Electroplated steel with baked white finish. nccoustical board to be 24" x 46" x 5/8" non-directional, p,?:forated, stippled lay-in type. Hangers are to be 12 gauge galvanized annealed vire unless otherwise noted on drawings. 9 . 2-3 Installation, Ceilings are to be installed true and plumb, with all trim and support angles at perimeters, spring clips, and other accessorie3 necessary for a complete cetling Installation. 9.3 Resilent Flooring 9 . 3-1 Scope of Work Furnish materials and .labor to install tile flooring as scheduled on drawings. Cay) 9,3-2 Materials Tiles are to be vinyl asbestos , 12" x 12" x 3/16" . Base to be 4" high rubber, 1/6" thick, top set. 9.3-3 Installation 1 and install Install tile with a hard set adhesive, Apply the in accordance with manufacturer's recommendations. 9.4 Gypsum Drywall 9 .4-1 Scope of Work Furnish labor and materials to install gypsum drywall. 9 ,4-2 Materials Standard: l!2" Gypsum Restrooms: Water--resistant ti Joint Treatment: Perf-A-Tape Joint system 9 .4-3 Installation Install all gypsum drywall in accordance with manufactures s specific-1tions and the Uniform Building Code, PECIAL'1':C�;� 10.1 Toilet ani' natll AoccSsnries 10.1-1 ,aco�)e of '.lork Furnish materials Nana labor to install accessories as shown on drawinr;s and specified below. 1u.1-2 Materi ale, a) :Il rror-Jiai,ii Carey b) Towel Dispenser-Oul.ti-Ford Scott 995 . c) Soan Eispenser-Industrial ;;rade. (j) 'toilet. 'rissue Dispenser-;cot.t: ;.964 . c) Toilet Seat Cover Dispenser-Industrial „rade. �) Grab liar-1-1/4" stainless steel,Global. 10.1-3 In•3t,allat.ion Fastenings and mountin, devices shall. be of the most secure and durable nature possible consistent with Commercial Building quality in Drywall Partitions . w ml wKwallw 11. 0 Ec;UIPMENT �Ngj USEDD) 12.0 FURNISHINGSSNOT USED) 13. 0 SPECIAL CONDITIONS (NUT USES 14 . 0 CONVEYING, SYSTEMS (NOT USF.F) - Cay 15. 0 GENERAL MECHANICAL AND PLUMBING 15.1 Mechanical (Not Used) 15.2 Plumbing 15. 2-1 Scope of Work Work shall include but not be limited to furnishing materials and labor to install all plumbing and to connect with those utilities provided ay others. 15. 2-2 Materials Pim FittlE,lc s 1. Sanitary, waste, an(: storm drain lines in the building and to a point 5'0" 'aeyond the building shall be service weight reinforced hubless type cast iron. Cast iron pipe and fittings shall conform to ICBO ISI 4--1. 2. Sanitary vent piping three inches and larger shall be service weight cast iron as specified. Sanitary vent piping 2-1/2" and less shall be Schedule 40 galvanized steel. Vent piping underground shall be cast iron soil pipe, 3. 'Vent piping above grade may be PVC. 4 . Domestic Nater piping in the building shall be Type 1 copper water tubing ASTM B-88 with wrought copper sweat fittings or Scheduled 40 galvanized steel, with galvanized malleable iron fittings. 5. Domestic water piping outside the building less than 3 inches shall be Type K hard drawn copper with wrought coppersweat fittings. Install below normal frost line. 6 . Sanitary and s0vm drain lines five feet outside of building to be salt glazed , ASTM C-14 or C-13. 7. Hose bibbs inside nuilding shall be 45 degree angle pattern 3/4" hose end, chrome placed, brass withwheel handle. Hose bibbs in outside walls of building shall he flush mounted wall hydrant, Zurn A-1498 encased type wall hydrant cover. (Rust-Proof Type.) Floor a.nd Celling Plated Provide chrome elated brass escutcheons where piping passes throught finished floors , wall partitions, and ceilings. I O s) Plumbing Equipment 1. Water Heater - Furnish and Install a complete water heater system for all plumbing fixtures indicated on the drawings. Heater shall be WeGtinghouse 6 gallon electric water heater or equal. Heater shall be complete with temperature pressure relief valve, safety shut off valve in hot and cold water supplier, back draft, and diverter. 2 . Plumbing Fixture - Fixtures must be delivered to the building properly crated and in perfect condition. a) Water Cloaets - Elier with valve flush and Stasco white seat, (open fron for public use). b) Lavatories - E1)er wall mounted with hot and cold manual mixer faucets. 15. 2-3 Installation All plumbing shall be in accordance with the Uniform Plumbing Code. Fastening and mounting devices shall be secure and durable and ccf.sistent with Commercial Building (duality. Pipings and fittings for future use shall be plugged and protected in such a manner to insure minimal damage to threaded ends and those partitions to be tied into at a later date. Sub-Contractor shall provide to owner and Engineer a detailed sketch at 1/4" scale showing exact location and approximate depth of fixture stubs to facilitate connection at a later date. 16. 0 ELECTRICAL 16. 1 Electrical is not provided by Thomas Consulting Engineers, Inc. I c t�►— Imo. L.h•.�" i o hJ�=.� r� &�s F=01,*C F.5uI Lt�>llJ tet'' i a►� �. �,,.1 �e�...t is Iia 4'1 G,```�F0 PRFF`r�o rr, �� vl,Cis 10 ��'r �•� !' RON r- R. _7m f.)x qw 1'j 4.. Ll►�-.L�.l.._ I�` car=-�N G �c.,.....�___.�2ll�..�.�_. ;�._ V es. �n i h+6 -+ 'max LoC� � '�' 12.' 1 w fnI V > IV1��.... V'. ` L'.� ,L,r��,�'�,. `1�.��_1� `'"�,.,��...I�r '-ia.'1...J�..� , ..._.<7 �l► �S tr 4 4, _ ► �.pc..t� Lc..��. 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