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15410 SW PACIFIC HIGHWAY-1 TO WATER j,..'tj,t �• METER I o BACK FLOW PRE VENTS R r� NE ► : , ' wI:�TFR�1 UPT F0 WASTE PI 65URE :.�� _1 plANNINGZ" WASTETE -- -� Z� W 6 E , TV MAIN. GG. f0 pb o ?" FD JP TO FD TO PRO�''DE Z' TEE HO - ----- ,; 0 ASSOCIATES, INC. ; 46. I --- -- - --- - --- FOINDAT,ON �a — ---- - -- ---� - -- —- ' _ DRAINS ----'-----r---- 2" PsSu�E LIME TO ROOF D IN L.,l�dyc vNe � SEE SHEET C-? I A, Llleclure • I A� p1 r-- �,,.,! ;'landing !v 46 SEE 61TE PLANS FOR CONTINUATION. �;lp --- _ 1C -- 4 OYERNEAD Civil Engineering \ COORDNATE NVERT TO ASSURE �• -Jr' - OF TIGARD LINE, SEE v PROPER DRAINAGE " 14 / Cil- [ " VENT UP F; SHEET C /1 EET •2 �rreloprfiettl 4•y .. ...... ... [ -- __- 'OFLOOR `,ervlce9 .. �hW 4" 10 l I Conditionally APP aovE (3" _ __ - U I '-1 i WALL 6NK descrii)Qd ►n _ -- - WASTE _ _ _ � _ - _ �R SqN h � � ��„ r�� 1 For only tN� ao � ....�... ..[ 1•�P; _ � 4ri2t �� KELLY ArENUE 4 PERM f -` ! 110111UND, OR 91201 Fel FM p� l Sea letter to: Fou�h.... ... ...... ....... .( ] _ --_- -____ ---- --- -- -Fs 5�I1/2v -o21:: Lp�,- I P� I ��''•-UL LAVATOQI' Attach •c`� • _ _- - - _ _ _ -- _ ..- __ _ ._ FAX At 1p "►� v I �,� T .� l_.--7-`(i `� " �T ��__. _ -� i 2Uci /64i3-8340 WTR CLOSET �\!ti Joh Add , Da e*.- Ate--- SERVICE AREA _ I U.L. FLOOR DRAIN - -_- -- - I l PI TOILET ROOM OI►. I� �M f� �f, -..� I L.L. WALL SINK1 ,�, I �.�� • � `1� P� � P� Ul. DRINK.INrs FCAMTAIN — � c -' per__ �y _ y ' i / 1 • I �!1 t�rINSTALL VTR'S U.L.FL R DRAINS / FROM OIL TAWKP W� SUPE'',.Et� .'„ � INSTALLER / �vJ LL. FLOUR DRAIN __-- _ -_ --- -- _ _ _ SEE 4 / EQ• - ASTE `kiMP W/ PRESSURE OUTLET TO U.L. GRAVITI' LINE _ _ .��LL__ I - - _ -_- ____ \• PD O1LNIATER SEPARATrJR c 4," FOUNDATION DRAIN SUMPS" P� ' DI�L NQ1 4 v �.l OUTLET TO U.L.GRAVITY LINE EQUIPgUPPI-IFR SHALL PROVIDE SuTMP PUMP, SUCTION, DISCHARGE PIPEING T �--LL. FLOOR INLET FROM CONTRACTOR TO PROVIDE i CONTROLS (FOR LCUIER LEVEL) DRAIN FOUNDATION rFa-INS TRAPS FOR F.D. 's AS REO'D. CONTRACTOR TO PROVIDE SUMP, LID , NTE: BY STATE OR LOCAL CODES 4 Z" TEE G� 4" UL. ",OIL LINE TO OUTSIDE OWNER TO PROVIDE SUMP PUMPS, AIR LINES, 4 CONNECTIONS TO SAN. LINE. _ WASTE VENT RISER c�faGRaM LOWER LEVEiI. FLOOR PLAN _ — z • " NOT To SCALE 3 �, ' , 10.: ----- _ ------- - ----- ---- 1 �J w n` fI, O • a; VENT PIPING I J sem! i MECHANICAL S�'N1BDL5 LEGEND FROM BELOW ►, Q - ------ - -- - COLD WATER >tu it • - - - -- - - -- - - — - - - HOT ;MATER (P4 - -- ---- -- � �.. - {h^�---- --- &4UT-OFF VALVE l I LL o---- --- PIPIWJ UP I ll L1J 3 VTR - I q PIPING DC1.lA1 - - --- SANITARY UASTE Z" FD Z" FD 1 (Y Z _ - - - -- - -- - - VENT I LU :i I I Ar VTR VENT THRU ROOF ___-- r, -- FLOOR DR-i,ry PODIUM Ai .- PRO'✓iDE SHUT-OFF 0 WATER NOTES: ALL WORK, INSTALLATION 1 MATERIALS SHALL BE IN COMPLIANCE LI` '�:•i.' � CCIW.EGTION OF PLUMBING JJ/ LOCAL 1 STATE PLUMBING CODES. ,. \ MECH. ROOM I Q 1 �} 4"VTR - --� 1� j • \ FIXTURES (TYF) Z. EXPOSED DRAIN AND NUT WATER SUPPLY LINES IN RESTROCr •''�;, - SMUT•OF#� VALVES i TYP)----— �' • x • F+ACI�LOW PRE:YENTOR \ SHALL BE INSULATED ._._ - {•. \ "l" VENT FROM �• - - � �--• FAC ILO BELOW ---ti i SERVICE BAY ��.r � , ��.. , AS9E 1019 (REDucED PRESSURE) - I' 4 I � - -- ---- - •- �J '� ' •4 , SEE 911E 1 LAN 1 -- ------- ------ ----_------- -------_---______ - -_ -- FOR CONTINUATION. EE/ I I C ' 1✓' ' f 1/iV I - I151I G ; IXT �G VnuL� JOB NO. REST , Ul.JER ROOM Pl DATE—APRIL_996 - �{ I ` DRAWN Gvo ` O FIXTURE -- H C DRAIN DESCRIP'�ION AND RFMgF�CS - ------ - F"I WATER - 4 " 4" AMERICAN STANDARD 711b.I43 CADET II EL Ib ----___-----� CHECKED GVD CLOSET W/_BEN_EKE 523-65 SEAT (ADA APPROVED)_ _ _ _ �' _ AMERICAN STANDARD DECLY-N 0311.0?6 SINGI-E PZ LAVATORY lh' 4�" 11'x' r I LEVER FAUCET AND GRID DRAIN (ADA APPROVED) 94/ P3 WALL 9!NK I V . 3" MUSTEE- 191' W/CN'CWiO F410ETA891 _• \ r y v - '� INTEGRAL DRAIN ll>ITN VACUUM BREAKER------- ZUR1v X310. (lW VACW' BREAKER) SIZE A9 — j'k COORDINATE W1 L•., AL Q� J� �I' Pd, HOSE BIB ',�" REpUIF2D FOR WALL TWICKNE53�- --�� j1I f � VI ��. WATER CO. FOR LOCATION I REVISIONS OF WAiER!1ETER F HOSE BIB ��" T45 BFZA66 1'3110 W/ VACUUM BRE AKFR � WAITING ROOM pb FLOOR DRAIN ?" IUFdd z55o••riB-3 • •1j� �� \ \ ® - " ZURN Z,15•NE.? WITH 5" STRAINER --- `---- FLOUR DRAIN - Z �.I P8 DATER HEATER �i�' RHEEM 181VP•b3 , b Gay. W/ T4F VALVE , ELLCTRIG P9 DRINKING FOUNTAIN II,," I�7' 9"PM NCUIC-8, COL-)p BY OWNER ►Ma►•►1're •��, __ _tR��s�.�tfC'---h�_.4 �sZ!K.�tL['1�[,1 4 '�t os 4• PIO • 4" CONSULT OWNERS REPRESENTATIVE FOR CONSTRUCTION t O i WASTE SUMP SL{ M•3 FOR FVIP MOTOR :,. .. 15410 SW Pacific Hwy / PI GLEAN OUT - 4* ZUIaJ ZN-!400.:1 NICKEL t3F20NZE I'�(1 SHEET t• 1 ��1107 CCN:4ILT OWNEA"5 REPRESENTATIVE FOR REGIJIREME JT Pr? OIL SEPARATOR - 4" SEE M-3 FOR DE'TAiL FpUNpATION - " CONSULT OWNERS REPRESENTATIVE FOR REQJIF�r1ENT ,J •: WATER MISER pIAGRAM 4 UPPER LEVE►. FLOOR PLAN ^, PI9 DRAIN SUMP SEE M-3 FOR DETA!- __-._.._._.. __ --- ---------- ---- - -- --- - ----_-__.__ -- - -- -- -- -- _ - - --- ----- - - - __ --_ 2 •„ .p:�`. '. . '• NOT TO SCALE --- ,+ I O„ ` - �' -- _. • If this notice apl�ew'-s cic,u•cr 01,111 the documc11f, file docu11lcn! is of 111,1coillal qualify. Nil( ��)1' ►lili { !I! Iiii !liilji{Fiji!! ijl;l� l{i;ijllllt�li� li�!I'Iiti ijlji!i�iliji,i,ljij�;i� ilijl I ijiEi ;i{ili;� i iji{ ��i{hili �li;! jiii{�►ii i ij►(Ili{►liiili ilijiji� i� ii!Ii ij !j.;i�ijill•I 4 y1 � �ll---�- +��Illlflllilllllllllllllll1111i11i1lIIII�IlI!!,I!I!ii!!1!}!,illrllE!}! }(I!1 !} !lr!i.;l} !�!!I!!!I}}!!11�;;'III;�!!!!iil I i „I;I, ! 11111.1 .�! ! ,lil! !1!ot f 1 1 ��I !I•, EI If' 1!r 1 i1 1 rel I'I!' 11., ...Illi . ..1111 ! . .. 1 , ,.1111,,1,1., 111•,..1.,11 rl „!1.111111!l11i .Ii1IlI...lif lit ,IuilllJ111llil„1I11111sIlil.11ll�I , 1111! , 111 ! 1►I „ .I 1 — - - __ -- v --- - - — CODE ANALYSIS INFORMATION TABLE FOR PROTOTYPE -- - - - THREE BAY, THREE CARS, VAVoIOLINE INSTANT OIL CHANGE CUDES: IG130 UNIFORM BUILDING CODE EDITION: 1951 (W/ 93 Oregon Ammendments) UNIFORM FIRE COOF EDITION: 1991 (w/ Oregon Ammendnent.e) -- - PLAN DESIGNATION CG-General Commercial 4 33.224 Drive Through Facillty SEISMIC ZONE OCCUPANCY GROUP S-I (Repair Garage) I ACTJAL %ILDING HEIGHT I STORY, 14 -13" ACTJAL 3UILVN6 AREA 149.5.2 SQ. FT. (INSIDE D111EN51ON5) A _ I t, IBER.Q2 EXITS _ LOCATION IREQ'D. 5404N ON PLANS UPPER SERVICE '-EVEL 1 2 (5HARE5 ONE WITH WAITING ROOM) LOWER SERVICE I.EVEL 2 2 7z TP .,,.O,..o� —J WAITING ROO�•I I I 717/-7/ Z 7 i7/TC61 T 0 � � 1 I A � � ORECaON i r/ rill CITY OF MAR0 ,4pproved ........................ 1 , corj4jof.slly Aprrov`d . ........� ....... ............ •• fro r-n;��the 111crk �I- •ibcc � ---� t1r1 1.1 i,":. r 0 ... . .................. .� �+ Sae lottr to:Fo1l:,jV1. ...... .. ...................... .( J: e Job Addre�a INDEX OF DRAWINGS ( ,Wilt T-I TITLE 5HEET —.------ r-.1 51TE PLAN C-2 GRADING d UTILITY PLAN L L,4ND5CAPE PLAN -se+ / �SWlfoodvlew_ut_ A-I FLOOR PLANS AND DOOR SCHELuLE � � -- A-la FLOOR PLAN5 AND FLOOR FINISH LAYOUT PLAN SITE `\�. sw►�rwesll_ __ ___ -� A-2 BUILDING 5ECTION5, AND STAIR DETAILS A-3 EXTERIOR ELEVATIONS A-4 DETAILS A-5 DET4I15 4-6 DETAIL5 -- --''� I A-1 INTERIOR ELEVATION5 - ROOM FINISH SCHEDULE �J\�' - � 99W 5-1 FOUNDATION / MAIN LEVEL FRAMING AND DETAIL5 5-2 ROOF= FRAMING AND STRUCTURAL DETAIL5 f=f;;P,a J E C T _T E ,,r-I 5-3 EXIT STAIR STRUCTURAL DETAILS _ - EQ EQUIPMENT PLAN C WNEfR / DEVELO Fi< 5-'i fRUC%TLJfRAL, ENGINEE M-1 PLUMBING B D Lube Gonlee Engineers, Inc. M-2 HEATING AND VENTILATION Dave Elrod, Bruce Harden 1308 51J. Bertha Blvd. _,,,�,� SAS M-3 5GNEDUL ES AND DETAIL5 F•ortland, Oree )n 91219 - - �� - �503) 244-0519 5N E-I POWER AND LIGHTINcs Gonta,.t Fc,-son: Chuck Coulee, FI.E. -- E-la POWER AND LIGI;TING I –� i r �wcl -•�l —I E-2 SC.NEDULE5 AND DETAILS - CIVIL ENGINEEfRING� i` ,4NN1 GEC�TEG4�INIGAL ENGINEER � L NCS --� Lr4ND5CAFE 4RCG 4I TEGTURE 4.0 West Coast Geotec.h Inc. V 1 C i N 1 TY MAF' Western Flannin .Associate,,,, Inc. P.C. Box 388 Cn g West Linn, Ore!@on 91066 - 46,21 SU IGelly ,4venue `r15C3> SSS-234 l� l ' Portland, 0rec�on 9-1201 Contact Perm. n: Mike Schreiber, P.E. , I 05031 294-0222 20715410 SW Pacific Hwy Contact Ferson: Gary van P.E.Dyke, � CD a 4 O CL If this notice :11,1;'cims cicitrcr tll;,n the JUL. 0 8 1998 cic�cumc'nt, tllc document is of mavg'inal g11,11it.y. 111ICROFILMED �1i1! Jill Iil!I11111111111111 i ili1ijil��t Ili ii! Illji�i�ilir! 1i!��II�� !Ii�� III��{I i�li��l iliiillil � Iiili ! !i!�Ili��iill IIII!I1�(I!I !Ii 11I!Ii� 11iI!Iili� iii�i�i� i, Iii �' IA1CN MA dE IN CHINA _ D _ — — -� � 24X i k q I ' n ' 1 j ao...•nc•.Ir..r.. a�rrrr i...n° ar a.�.i.. . .r.r+...........,l.i.... i...d..r .:r..orr... r,.». ........aru .i....1...... 1.. r c; Miami I If If / CONS Til; Uc - /ON TES 1. PRIOR TO ANY CONSTRUCTION, LOCATIONS OF EXISTING u;FA"`4ER AND MOISTURE CONDITIONS ENCOUNTERED. ONCE �\ / j UTILITIES SHALL ESE VERIFIED BYTHE CONTRACTOR. THE .ITE HAS BEEN STRIPPED, AS AbOvE, THE ENTIRE I " -� WHEN ACTUAL CONDITIONS DIFFER FROM TH05E SHOWN OIi "TE 5�1��L'. BE PROOF ROLLED WIT 4 A LOADED DUMP w E �� THE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER TPUGK TC IDENTIFY POTENTIAL LOOSE OR SOFT AREAS. 111 � I I PRIOR TO PROCEEDING WIT" CONSTRUCTION, 1.005E OR SOFT 501LS SHALL BE OVER-Ex' AN It L?ACKFILLED WITH EN(_" INECREDF!LL. FOR. PLANNING + I 2. UNDERGROUND UTILITIES SHOWN ON THESE PLANS WERE 5PECIFICATION5 RELATING TO ENGINEERED FILLS, _ I I LOCATED BY THE INDIVIDUAL UTILITY COMPANIES OR DEWATERING AND WET WEATHER CONSTRUCTION METHODS W^ JUR15D!CTIONS IN RESPONSE TO A "DESIGN LOCATE" AS WELL. AS E:<ISTING SITE 501L CONDITIONS SEE WEST ASSOCIATES INC. I I REQUESTED THROUGH THE UTILITY COORDiNATING COAST C],FO'fEGN, INC. SOILS INVESTIGATION DF TEp 7777 / / I _______ _ GOUNCIL'5 ONE GALL SERVICE "UNDERGROUND i I j - I +t UTILITIES", EXCAVATORS MUST COMPLY WITH THE 1 I PROVISIONS OF CR5 '151.541 TO 15-1 rInj INCLUDING __-_-__---7 I I I I NOTIFIGAT 1ON OF ALL OWNERS OF U sIDERGROUND 1 I9. THE 517E IS TO BE GRADED L SMOOTHLY AND UNIFORMLY IN FACILITIES AT LEAS� 45 BUSINESS JAY "OURS ANL NOT I ; I MORE THAN 10 5U51NE55 DAY5 D4'I'5 BEFORE f::OMMENCING ACCORDANCE WITH THE PROPOSED CONTOURS AND SPOT Land Planning AN E:,! IN �D 71 LAND5CAPF CON'3TRUCTION 5PECIFiCATION5 a for Ivalvol(ne Instant Oil Change i Tigard, Oregon s. I I 1 I 1 I I GENERAL SECTION Al 2. The Contractor shall maintain a r lean and orderly installation process, removing all rubble, , , , -� r- I t- ---- -r-- -- r---�-----�---f-----r----�-----�-----r----+--_-�---,--_ i�l --- - _ debris and eXGe65 materials. these materials to be prcaperly disposed or off Site in d Timely z I. All local, Municipal, C runty and State laws, regarding U:-e6 and regulations governingor g '� � manner a5 to avc'Id unreasonable disruption or mess. -i relatingto an portion of the work depicted on these Ions and details are hereb iricor orated y !� p p y p .j, All paved areas, fences of surfaces stained or soiled from landscape material shall be Into and made pari of these specifications, and their provl9ions shall be carried out by the cleaned. All surfaces shall be washed with proper equipment and materials as approved by 7° contr,lctor. W fi P-] �111 le Owner. 1 T J Sr �l I�1 � � ?. The Contractor shall ok�taln all necessar licenses, bonds, permits, and insurance required to y p q 4, �'+ trees, shrubs and c3roundc0'�ers to be planted as per plan and details. Aller Final rdk,inc3, r �. perform the. work Indlcdte.l herein before c;UmmenGing work and shall be responsible i or all shrub beds, tree rings and mowing strips shall receive 3 3" layer of medium cjrade covrdir>a�.i,rg work with all po,'ties involved, Including jurisdictional dgenc!es. hemlock bark mulch. Install mein strias and bark catches per details and notes. � BOB 3. The Contractor shall lot--ate and protect all e> istlnq utilities and features on and adjacent to t he 9 p PLANNING z 3' DIAM. project site during constriction, and shall repair at his own expense, all damage resulting from SECTION C2 rt --- - TREF RING, TYP. - his operations of negligence. Planting Spe�-:iFicatIons I , I 4. Contractor is responsible for locating and protecting any and all existing utilities on and Trees ASSOCIATES INC ME GT _ - - adjacent to the project prior to beginning construct.lon. Utility locate number is (503) 246-- a ` 6699. Exercise care to avoid existing utllit�es In work areas. AU g I. All trees to be well branched, ulth straight trunks and well crowned. Remove all dead, 20 I 5. Protect existingbulldlnr 5, walls, fences, avement.s, reference points, monuments and markers g TO --- p p dying, and crossed branches. They shall have no cut. off I,mbs ever 3/4" diameter not on and adjacent to this site. Protect war,<- and materials of n'I�er trades. Use all moors � ' � complete) healed over and be free of scrapes and cars. A I I 10.3 I necessary to protect the public from Injury at all times. 2. Wire baskets shall be cut away �omplEtely. the first two thirds or Burlap wrap shall be ,G ' VAN I �' c raasN GT - 6. Any discrepancies between these K)Tans and the ac-loot field conditions shall be reported to the peeled away prior to backfill. cr+ i �•-----� � � � !�. I ENCLQSURE' � A OI Owner'-) representative or des,gnee, 3. Trees t0 be planted a minimum yr 36" From any curb, fence, paving; 5' min. from street LdIli� Planning / r I I L I �. - 1. ,he Ccntractor shall maintain a clean and orderly installation process, removing ,all rubble, light. unless noted otherwise. Landscape i I AU -LAWN de-brle and excess mdtrola15. These materials to be properly disposed of off site In a tlmely r I I t ICJ T •-iinner as to avoid unreasonable disruption or mess. Architecture 1a L 393 5�2. F Shrubs rn a. Plant materlalA Shall Conform to American Nursery Assoclatlon �landards governing health, I. All shrubs to be container stoc , well branched, health disease frees specimen materials s.Ze, branchia habit, -corm, and root development. y, p Civil Engineering g p Plant 'ninlmum 30" rrom edcx� of paving, 42' from existing trees and 30" from new trees. I 1 �/� I / 9. This Landscape Conlra,a requires that all LJorkmanship, supplied materials, 91tE f,�rnlshings, ` i i - -- ' '�.� plants, and lawn area shall be guaranteed, upon completion, (except for acts OF God and Ground Covers Au I // vandalism) for I year from the ,Job acceptance or conditional acceptance. I. All ground covers to have I gear minimum root development, with crown proportionate to 21 _ , �� container. Plant using triangular spacing; locate ground Cover one half of spe-IFied spacing / Sf=CTIOFJ A? distance from any curb, sidewalk. or Other surfaces unto otherwise specified. See planting - -- NC C;eneral Inspection and Acceptance schedule for spacing distanc-c!s. 4621 SW KELLY AVE. r I Bike Flack �'' 1. No fewer than two lawn mowin s shall have occurred •1or to final acceptance of a se 1 n PORTLAND, OR 97201 24 I I / g p p any ct o SECTION C3 r f ,A / of the work. Cut a neat edge at all shrub Meds. Lawn Area Installation 50�3/294-0222 2. the. landsc, e contract or is to and retain the plant material until the work. Is Gom >leted thru FAX ` 10 �' p r- NA?, 294-023 �� I, AU / final acceptdnc_o of time: project. I. Grade base to maintain existing rough grading drainage, providing uniform and c��nt!riuou3 ;if)(, BUJ -Oslo Flag Bole. AYE V I✓8 3. Prior to final Insper_tlor and acceptance determination, all lawn areas shall be glomes maintaining minimum 2% draln,age. STOP In a neat mowed condition and fertilized. See C3 acceptance of lawn When Cis • -�_--- ,• glGt•d \ �� p 2. F�'dktr and remove weeds and r�cke over I-I/4" In Size. .n top 4" of soil. the landscape work is completed, the Landscape Architect will, upon re(juest, 3. Apple ground Ilmeston% at rate of 80 pounds per 1,000 square feet. "' / I / make an Ins ectton to determine project acce tabilli. , The Landsca pe Arcritect shall determir,:a „ ,'.•. \ F� p F� y 4. Thoroughly mix and then till (;otatllU Soil additives Into loll base a r�lnimum Of 6 Ina " whether the project IA :'Jbstantialiy Complete and condlt(onally or unconditionally moist condition, then reestablish a level, smooth surface. I :�t.N:: 1 = 20 - acceptable, Notify Landscape Architect at least 48 hours In advance of site 5. Roller seed bed In two directions. - - 1581 $Q.F1: / - J I �- visit. 1)R,%WN: MI)S -�_ E�. spread Turf Treat Tau n fertilizer, at a rate of 5 r,,,i nde fuer 1,000 square feet. DV / 4. Where In51�erled Iandsi:ape� work A0e5 riot comply with the sp0aciF;P(1 requirements, replace 1)A'[L: j�1;)/!)r? rejected work and continue specified site mi3intenance until reinspected by the Landec_ape Sod Lawn Architect ai.d found to be acceotable-. Pemo✓e rejected plants and materials ro xl from , 1 p p y Follow f.ro<.ediarr.s I t; then begin on longest run and lay d staggered brick pattern without '�---- the project site. r -, -�•� •• ,` �;'•, �/� // � .1 overldr�p,ng edges and with no vislble sEam sopa Alternate this pattern on each row. Do not leave any sed on pallets ovErnkght or permit sod to d. y out prior l0 placement. Whe GRADING -- ---_ -_� - -- _ complete, lightly roll Sod In both directl�ns and begin waiering i�rogram. Water regularly t - .`SECTION BI a minimum 6" depth for 10 days. - Rough Grading - This work to lie performed bu the General Contractor Note= All lawn areas ad,JOining sidewalks, concrete slabs, manholes or curbs are to be _ Annual Bed AF, Installed flush with the tops or etch surface to facilitate mowing and maintenance. i .iw,n areas adjoining fences car builoinr s shall have a unlrcxm E," barked mowin Strip to ' 3clil'-ete O2 I, Contractor to strip anti topsoil and stockpile as shown or directed. 1 g g p 2. Upon removal of any Existing stumps and root balls, bac_ki 111 and comp��c-t excavations in mowino and maintenance. future landscape areae, with native soil. I 3. Provide uniform and continuous slopes as per plans and details. Unless otheruilse noted, Acceptance of Lawn ,um ;,lopes away r-om structures and in Lawn areas, shrub beds and planters are to be 2%. Lawn areas will be acceptable provided all rPc3ulremelits,, including maintenance, have been Complied with, and a healthy, uniform in color, close stand of lite Specified rags is ~�`•`�==�----._..___ � _`�•,�-�.-r�� / 4. All la1"_.79c"�3pe areas 10 receive approved tOp601I stripping,; free of fUUt9, slnnes and other p I''y �- g forF_Ig,n objects Brea.er than one Inch (I") In diameter. Nct'fy Landscape Architect for established, free of weeds, bare shote, ponding, ran-continuous slopes and surface Irre lar'Itle9. ' d�proval or rough grading prior to commencing fine grading, gu 5. Adjust rough gradin l elevations to allow for the addition or 3" of approved topsoil in Lawn At the time r�r a-ceptaru-e of the rxaysct, all lawn -areas Shall be in a neatly mowed condition STATE OF areas (j" c.)f topsoll by landscape contractor). shrub bed rough grade- elevations to also be and fertilized. No Fewer than two Lawn m,-torose shall have occurred prior' to final WASHING'T'ON acceptance of an section OF the work. Cut a neat ed r? at all Shrub beds. REGISTERED / adjusted to allow For 3" ref Imported bark ml'Ich. Trap no water behind curbs or 1n shrub bed. � y g�" L �Nf2SCAPE ARCHITECT f-laintaln all speciFl(;d clearc3nces below fences, aloriq structures, curbs, paving and other site features, IRRIGATION SECTIO^I DI ----- --- - - �''`--��-----,•._ WILLIAM F H OR N I�;�.;- �! -- _-_ SECTION 62 I. Automatic irrigation system to be designed d ►nstaile�d by landscape contractor. ' t - Fine Gradin - Landsr_ e Contractor 1. Contr,3ctor shall submit a copy of Irrigation plan to Landscape Architect prior to - - - _ - g CERTIFICATE NO 3.32 -- � ---- -------- - --• - - - -- _. ""� -� Installation for approval. I. Prior to beg!nninr3 work, , eriry that rough grades are within .I feet. or specified elevations. -------- - - -- ---•- - Allow for import Of topsoil (and amendments if required Tri contract) when dF,termining Final elev:,tlr�n5. MAINITENANCE \ KEY 2, Regr Acle as required to insure po5itive drainage over entire Site, trap no water on site unle,,5 -------_------ -------- --.___.-- -.--- ---- otherwise Holed on plan SECTION EI _ e ( 3. All lawn areas ad3oln,i odewallr.S, concrete? slabs, manholes or curbs are to be Installed flush Maintenances 5pec.ification5 poring _.vnstructlOn , Light i-'vie Flag Pole � �i With the tops of each surface to facilitate mowin. and maintenance. I. The L_dndscape Contr,ar:}cr shall maintain all Iandgcape areas unt.fl project c'.Omp!etir..m ��nn �j $top Sign Bike R9ck �� 1. Soil Im��ortdtlon/n,nendmant final acceptance. - I This Work requires lice ldridscape contractor to provide. and place an additional 18 cubic yards 2. Maintenance shall include: or approved topsoll. 1 hese 1 C.Y. are In addition to the mater)al required +_o pocket plant A) Re-grade and re-tadrk any settlement, or erosion washOut. , 20 qn trees, shrubs and groundcovers (see details). B) Monitor Irrigatic ri, adjust as required. �..� C) t laintain lawn--N :ncludinq mowinc!, edginq and weeding. _PLANTING D) Maintain ail sh-ub beets In a ge3nerallc} w,-!ed free condition, removing and replacing 5ECTIC,N Cl _ �- - - - any dead or (�jing pant materials during the Specified period. Seasonal leaf fall ' "I Cyeneral 5pecil'lcatlon5 removal Is outside tree Scope or this maintenance Specification. E) Bark mulch shall be maintained or brought to a 3" depth during lhig maintenance plan view 1, Any digcrepanrles between (hese plans ,.and the actual fle!d conditions shall be reported to period. -- - ��- E°~\ (3) 2'>a" DF ST.ArES the Owner'9 representallvo. in case or discrepancies between runt schedule and p1�n, Plan F) Maintain all tree stakes and guys. PL_ NY �JCN�_�uL shall govern. 3. Any unsatisfactory cc�ndittans arising during this ma!nLPr�„ice period shall be brought - -- - -� E- -� - �- - TM TRUNK Immedlately to the attention of the Ouine;r's rep•esenlalive. SYM (:QTY 51ZE- BOTANICAL NAME- _ COMMON NAME.'COMMENT5 EQ Ea. - PLANT ALL TR(FES W/ TRIPLE GlJ7'S TOP OF ROOTBALL I" RUBBER ROBE 4 DOUBLE AP 2 2" CAL. ACER PLAT4NOIDE5 V ERAI-D MEFN' EMERALD OUEEN 140R'LJAY MAPLE - At9OVE FINIeN GRADE LL1 0 STRAND 14 GA. GALV. TT�� 1J.1 G' 2 1!7" CAL GLEDIT51A TRIACANTHOS 0 TRIPLE STAKE W -- WIRE OR APPROVE' ; V� a 36" DIAMETER 2"x2"x8' D F. 5TAr,F9 F (Y VAR. INF-RM15 ', ',YLINE' 9K rLINE THORNLESS I IONEYLOCIJ3T 0 0n 0 p CHAIN LOCK' p� r7lS/ � 2'-b" MIN. ESELrJW GRADE TYPICAL SHRUB TYPICAL GROUNDGOVER I TO 3 f,.6' THUJA OCCIDENTALIS 'EMERALD' EMERALD ARBORvIT/►E 6PADE CUT C� ;, _ EDGE u/ o G T e F 3" MIN, MEDIUM GRADE r_-- -^--Y ( ! 7 GUT 'Or' CTt 9.A, F F+ELOW / DRAINAGE POSITIVE 18" O.G. TRIANGULAR PLANT NG d o CAN JP7 HEMLOCK BARK. MUL GW DRAINAGE FROM UNLESS NOTED c1) NG 31 12-15" AZALEA 'VINO-CRR'iSON' VINO-CRIMSON AZALEA �V°� MA 1(J 5 GAL MA+JONIA AOlJIF01_IUM OREGON GRAPENOLLr 0 � r-- -- 'CN, IN LOCK' TYPE GUS" CUT REMOVE ALL llIRE BABE OF AZALEAS G G OR 2 STRAND 14 GA. S RHODODENDRONS PLANTING POCKET DV 10 5 GAL VIBURNUM DAVIDII DAVID VIBURNUM J 09 BASKETS. GUT d L0 5EN IY r .7 GALV, WIRE W/ NOSE _� E�AGKFILL +U/ ?� WAY' 7 AK 24-30" RHODO. 'ANAH KPUSHKE' ANAH KtcUSHKE RHODO. o OR APPROVED EQUAL ��R ALL BURLAP 3" r-1EL„UM BARK Mix OF EGZI AL PARTS 7 t ,� !u j E'B 15-18" RHODO. 'Bl_ANEY':3 BLUE' BLANEY'S BLUE RHODODENDRON b" / �- -_ C: T WITH AS SPtCIFIED TOPSOIL, ROTTED MANURE *• 1 _ REMOVE ALL WIRE B49KETS NOT_ PLAN `--- c /2 GUT d LOOSEN BUR'-AP i 2 ROOTE ALL i" ABOVE LEAF MULGN , '� FINI$1.1 GRADE LOOSEN SOIL BELOW AU 2-15 4" P015 ARCTOSIAPHTLO5 UVA -UP51 KINIGKINNIGK d� 18 G.C. FOR S I��OTBALL (4" FOR *.� TREE 3" OF MEDIUM GRADE S-RK NEIGyT _-_ 00 ry 114 SO, FT„ TRIANOULAR SPACING. REE AS SPECIFIED LOCATE 2"X2"X24" DF. GROLINDGGVER 4 6" p FOR SHRUBS) 0 0 _ - FINISH STAFFS OUTSIDE / U \� 45 `�F, ANNUAL5 IN 4' POTS PLANTED 12" ON CENTi=R, TO BE APPROVED BY LAND5C APE ARCHI CECT Flt;!q!a 36" DIAMETER MULC:u RING GRADE DRIPLINE -�-J _ _ _ GRADE FOR TREES IN LAWN 1,914 ')D LAWN OREGJN TURF d TREE FARMS BLEND OR APPRO/P - -- FERTILIZER - Ai"IENC"•�ENTS FERTILIZER TABLETS ?T - -- - c3.F. EG?IIAI..• _ p_� = i - '1) 21 GR AGi IFORM TABA/2" - I I III I' I/3 DEPTH OF ROOTBALL --- 11 --- l i( e _�__I _ j_ _ �.� .-.4 I__ lll=l CALIPER PLANT �-- UZE lU 21 GR. 'AGRI- MIN. DEPT►! - iu_-lu- "' i li ti ! rr 1/3 ROOTMALL DEPTH 1 1/2 FORM' TAEi FOR ea - II / 1- II , MEDIUM GR4DE nn L 1 - I!iX �,./ FIM3H GRACE OF 1 112 II! ROOTBALL -� 1/'2" TREE CALIPER -I o 6" MIN. B/+RK MULCH4 SL I!� ROOTEIALL iii LAWN OR t0� _ DEF'TNBAL I�'I !I- DEPTH i_i �' I I _ _I_ ms's I I OF 51DEWAL K/ WI_ f7T - - ` CUR15 I II� 3-WAY BACKFILL Mix EQUAL - -0�7-I AGRIFORM TT F'F FERTILIZER rr � -:M' PARTS TOPSOIL. ROTTED �..��'!!I=1 !-=1I!-II - GENERAL NOTES' �- 0-r1'IJ jig MANURE LEAF MULGta 3 WA'r BACKFILL MIX EGxIAL I GAL. SHRUB (I) 21 GR TALC. '�7Trj��Tj? / _p7 PARTS TOPSOIL, ROTTED I 5 GAL. SHRUB (3? 21 OR. TAB. " Ili T�+-m` i -III BREAK UP SUB-6011- I I rtANURE Q LEAF r1uLGu - MIN. WIDTW L J�- =J�J I. TH15 PROJECT INCLUDES THE PLACEMENT OF AN ADDITIONAL T �" 2° POT - r1) 5 GR. TAB. -1T-M IH G.Y. OF TOP OIL IN THE LAWN AREAS. MIN 4" AVD CROWN FOR 2X RtJn BALL 2X ROOTBALL n, 2X ROOTBALL _ _-_� ,PEAK UP °i 19-SOIL 4" POT - (2) 13 GR. TAB. DRAINAr E MIN. 4" AND CROWN FOR 2. PLANT ALL TREES, SHRUBS AND GROUNDC:�VER ACCORDING TO wIDTN WIDTH I GAL. - (4) c,rc TAB, �T1;rl r,l�j tt�1r=1111 DRAINAGE THE DETAILS AND 5PECIFICATION3 LOCATED ON THIS SHEET, 3. PLANT ALL GROUNDCOVER U5!NG TRIANGULAR JPACING AT THE r ) r ) , , '' D15TANCrb INDICATED IN THE PLANT 5CHEDULE. I)eclduoUS free Planting Detail nts C2)s-' vergreen i ree Planting l)( tail lits < �hruh SSL (troundcover D(eUlll nts Ball{ �,alch 111 tall nts 1 sect,on ___ (�rtion ,�;�� t :on section 001 Irrigation fcjr abutting ,andscape to be done by owner, ,r �1�`�i�V• �� =Nr�llrii ttaalf+�wl�wf,rsU9flS�O1rWYL 15410 SW Pacific Hwy 5 of 7 If ?lits notice appears clearer than the � JUL 0 8 1998 docunlcnt, ;h� rtocument is of marginal quality. vITCROF11,1��1ED !IIII( 111111! 11!!Ii!(Ilt!I i IIICIII(I;IIt I't1l!IJill Cillllt!Illi!{;!i't1 ! ! I itt til 11 I'! ( I r' , 1' I;II(!' i ; i I IIIIIII(jll1111 l i1!11i111111 1111111iI� iII!� 1 r . I I . It(il , r 1 ,! ! !i. ! ! 111;1, 111111 I(Ill , 1 r . INCH ��MADE IN CkIfM -_i �1111!IIII1111111"!'l�IIIIiIIIIIU11111!!liillllti!hil1111fol lH !!! !!ill!it1111111lhll!ellIIIIIIIIIIIIIIIiIIfill',IdmII'.i;;tiiitj1111111i!III III, fifll!f{{lNljt{illtltllt!lElttFil!ltlli!!t iil�fillhlflliililllll�!!ii��il'ijlllllHilhllllllll�!1il�lil�llliilltil;llltftlllllllflllli!i; ,r rn .--- ------ --_ - ----------- --- DOU►451PCIUTS ARE TO ft --- -._._ _-•_ --_ - -_._ ____.___ ..._._._.._.., ___ -_ .\, � ___-._ .,__. ,� i TIED WO 5TOR"M 5Y51EM 1 � � -� \ RQC:F DRAIN. RUN 4 GAL Y. CCuki5F'OUT. C(NN'. TO EXT DRAIN _J \ VTk SEE M-I------ v ___ -. O ( RESISTER • ------ OFF BET FLUE TO AVOID j I� W E►.7 T ER i�T r / K�AR..FILING r� ROOF V44-LEY _ _ _�_ _ _ ------___--__-_-- __ ____ _ - PLANINING ASSQCI��TES, INC. I �• \ _ __ __._ _.. ___ -. 2p�� is 14" TRAJVSFE R Ilk �� 1 ---- - ------ -- - Ems - AIR DUG' UPTOF OOIR ABOVE Lanas pe 4' x10" EXwAuS' JG rchiLe to � Archile(•ture e _ r A, CEiLI of Land Planning w I / G C0MF'QE550R RO(�' I V.T.2"WIN OIL T - —_ ----- -- - --- _--.._ - - I - ,. 8 B SO IPRE5 OR TRI^^ T.A1E A'-� Civil En ineerin w pEtiETRATIQk --._ ...._ SI.OPc 6LOPc � EF-? L.OP'7PRE�30R _-____-- -- I I _ n ROOM Development PRY-1 EXHAUST FON \ R�)C)►'! -� -�� Services 46c1 SN Kfa.11' A��ENUE COQ. AIR INTAKE �! ` �� RVICE AREA i POR'f4AND, OR 0720i _ FI .1 ! -- -� - - - i 503/294-0222 4" FRONT TO BACK FAX 494-0'l23 DICK SLOPE` I Rcom 208/895-040 ,:--- ACJ ADDlT10NAL INbW..FOR SIDE ELOPE GJrfB. a1R NTAKE .. 24" x 16, EXWA65, AIR — VTR 5EE _^, _ _ _ - -- REGISTER AT FLOOR 6 '9O0 CFM• GRILLE NE-r CEILING E7' Ey�AwT - __ .��_�__ - - _--- - _. _.— - / SIDES t7F �l I u/ 5LEEVE v I R SEE I" C 1 \\ � LIRE YOLTwf TNEQ'IOS'A' I 24" X 10" =T MOUNT ON..c_L AT 60" AFF D0111h TC 'LOOR. FOR EF•2. W TO EENEWj1ZE t t�'✓ FAN WHEN ROOM TEMP. �Ar ROOD PLAN ') N.v.A.C. PLAN LOWiR L,EvEL Z LJLJ LOWER LEvEL 13 CONSIDERED A NON HAZARDOUS ICLA951FIED)LOCATION IN ACCORDANCE WITw TWE N ' CEILING I NATIONAL ELECTRIC CODE, SECTIONS 0.1A•1 511-Y.4) GAS METER 4 AMEN F%OvIDED y7TW A MINIMI OF A AIR CwANGE9 ,� _ �___.. , __. __----. _--- - RESJLATOR F3�1+'�R� PER HOUR ACTUAL N"ER OF A!R CHANGES VERWI DISTANCE ' GAS .�,OPIPAN s 500 CF PROVIDED FOR THE LOWER 6EvEL 15 1;. / W/MAIAPACT(IRE R 45' MAX �,�- W.0 EXTEND tg (� VENTILATION PROVIDES FOR A SAFETY FACTOR OF 3. PIPu,O FIRL71 METER -� WI"W I-"A' GAS Q �NOTE; RADIANT WEAT'ERS SHALL \'• _ VALVED UP TO JC °T5 iSE MOUNTED TO TILT IN TOWARD -• _ -- ----.-.-- _._ _ _.—_. .._ _ _ _-_ _ _,— _ ____.__—.. — _- - _-- ' TWE SERY'r-E 1�A7 . «4EATERg aH41.1 BE ''IQUrvTE(7 IN ACCO. �� --sL----- -.'__.:�: '" n .,�`_ - ��=� - ,,..-. _�...��..�`"•��--i--'-•�_- _ -�-- - • ! � o x,- T--• -. LFlDAINGE TC MFC. ^!9'idk.TlOr�!!� \ I -- _ _ -- ____��_.w _ _._.__ __ r._,_ I" ,�.---- 4" PIA. TYPE 3' 4LJE JP THRU uj °�LaJl1NCE N* O)KRATION• WEATI1VCs _ _.- --_______.__-_ - R ITH a CA DELOW - ROOF Wr ' ERCAP(TTP). < .• �, I RE;a15TER s '99C C•F+'l iW 70" x ,0.. L &EVICE BAY• RADIANT HEATERS SHALL BE C'r'CLEO FROM ' ,%' �- vuCT TRANSIT:ON T^ TRAN5FER z 11017!'1 THERI'+108TA.T5 AS SHOW Ot., FLAN. / r-AN DUCT CONNECTION, PRCv1DE w - -- FLEXIBLE CONNECTION TO PAN, J.TWE 'OWER 1100E VENTILATOR FAN PRv•! 4 TF•I SHALL DE RADIANT HEATER DETAIL END VIOW \� I PROVIDE TURNING VANES A' ELDOUa ENER37ED WIENE VER LIGHTS IN BASEMEN' ARE T'URNEL' 'r1 _ _- -_. `\ ---• ?t^' X 14" TRANSFER DUCT DOI IN TO 1 MTERLCCK B` ELECTRICAL, SEE ELECTRICAL PLANS. N. T. S - - RA{?WtvT HEATER r _ _ / LOWER LEVEL.W! FLEX C0,4NECTOR MOW' TG BAR + 111 I ! III �FScT TO PENETQATE FLOOR LINE �; I III -' UP WIT► DUCT 3ELOW COORDINATE I I 5U,•PENDED � �` UITH PIPING ELECTRICAL 1 AIR +� U0ST3. INSUf� � POpIW" TRAwSFEF N!R FAN. TF•. � � a U AIRWAKE I tsCRfEN III FAOr''„ROOF E'Qt:C%RE W/ � y c.OMpRF980R q a OKE tui !✓ =ROPER '_F,%RAr`JCE ' I.._ THI�.+DED RODS A v18RATION MEIN®RANk RooFi'G ,i DOR= A CCX"1'.�'�9TI@LES -- I II I I III ELIM!NATc”. —_--. _= �_� 4" x 10" EXWIwbT DUCT oOwN TNRI, 3 I I1 I I I' I r'''.CH. ROOM �.--� FLOO4 TO G•�+F'Rl°590R 400!' . � I I / � INSULATION �— ,,- COMPRESSOR ROOM EXwAUST FAN F.. + I CEILING FAN (:URNIbNED I II I 1 I I II I Er-; :�USF'ENGED =QOM STRUCTURE I {- -- METAL vECK N$URE OPERAt10NAL� I (� I ` I' I AI joIT i ^' __._. _-- REaDED RODS I --- ( � _.:.--.---. Y,BRA' ON ELII`UNAT;�Q$. CONTROLLED 11EA'wER GAP S�EAgA CE (TYP. OF ?) - _ 5E1?viCE BY _I'VE VOLTAGE ' :E�r'Of3TAT, --__r__,y --- ' -"" -----_•......_�I I � I� I �I I I j LEI --�.) ---.--_ _-_-- -- '- 4" X 10" Ex�.+U'ST IDUG' UI° r0 , -- ---� VI1 C SCREE-4 _ ` 1 I r ' -�- I II I I I I II I l�J Gt�c.ZC^,ECK J►v Q!�OF. I _ 0 JOB NO. GALv. v"NT 6TaCK .,.,,E "B" � � _ +- ,, '1' _._ ._ TOILET EXHAJST FAN, EF-I, $t,3'°:NDED I I ROM 51RUCTuRE ABOVE Wi DATE APRIL 1996 I tNREADED ?Ov5 ✓!8¢4'ION I • _ -- ----„ .�:_----_...._____. 8•oRr- cc�t.LAR -� I II i I I I II I ' R� i:LIMINAT,,Rs. ---- --- TALL CONE LA9H,VG PER ROCS r 1 , T DRAWN GVD II I ---- DIA ExNAUS. Dt1G tNRU -_ 'Ir ( I i) i IROOFATO GOOSENECK.�a CMECKED �,vD -•}� j / G I - \ / RW•2 Ll I _. 1 TE wITH 2' TE L I IN(�W.ATInN TO F4N. ,a�.rse4 I �/ 11 i8” X 181, XW T , h _ ✓ I _ --_ 8 E AU5 .x1G BACK.ITE BARREL. SIGN 'HAL 1100E TO FVAR WOOF_ C)PT,ONAL)C_NBUL T W1 CUNER5 VENTILATOR, PRV-1. ----_ ___. REVISIONS REF ) __03 14" x 10" EXHAUST DUCT / yAl'If:� ROOM -PTU 1 fHRU WALL WIT MOJNTEp DOWN O OWER LEVEL. 1-j ♦ �/ -.` ( BELOW WINDOW CAULK AND , INSULATE UTa ?" EXTERNAL ` I „�ATNERpR00F INSTALLATION \. INSULA"ION TO VEp_TICAL -� / r - - - _ _ - - - ' I INTE aK.�L CGNTROL9 �y' --- 4 DIRT LEG DUCT DROP _ _ - - - - - -- - - - -- -- - - - - - - - - _ - - - - - -- _ _ ® , RADIANT �' -- _-_ -_._J l •� Z� BirC 1, ✓--- - t F RAD HEA'cR 'C. 0 j015T Wi/ -- �} - 1 — '9L1i?:1 t STEEL GNA1N;4 h' MIN. f3ELCliI DEG�q, -�-�• 24" MIN. A50VE GARAGE DOORS �'"`_�'��( Y'1 h, i NW 7+�f' _ it ..................".......................... Lj0lth'� -` 'CIN J,1'1k , .� SHEET :ul PoQht�+�r T�;,'Nio.o� aryl ��+ •.a ............... ".. _ ponwcldlQ ,SI1a�lo11!p+.�:e RADIANT N44TIR DETAIL - �.'✓.A.C. PLAN OFFER L[VIL ---•- •' _... ..---- -.____._____------- __ 5 ___ _-- ---___ __ - _. . ._._._ ---- .--_- - ---- ---- .____._ -._-----_..___ _-.___._-___ -_____..._..___..-- - . ------- .._____a�...... ...... s .-_ _dYE�I�•�Q,�= act ..�- +� G N. T, 5, c 1 APPF)O E® FLANS N',LJ61 RF ON,16 RMi ' 15410 SW Pacific Hwy 6 of 7 9 If this notice appeal c clearer ih;u'I the �'U�` document, the document is of mar�oinal fli+ality. NII(_ I�.UI' I VAI LD Dlug Iilililili9��Iili��Ifjlli(�'� !I�I�11,lIII�►I•t41I!;�IlIlI,II !��INII�IIiI� � It�i!Iijlliil I �Il� ��l�if{ � ��II;I��II�I� i 1I1I1I� �1I►;� � �I�It�f{illiili��Il;�Ii�llillli II ; IiIiIII �II.,. 1� im CH� _ �IIII IiIIIiII!II ll!!!'�li!l!i!!l111111!!1! 1!11111!IIIIIIIEII!tl!�IIiIIIIii�Nliiff - - -- " III! !!"Ilil!I11' IIII �I;I�I II}I:!fllll . 1 " nEl I i '1 I D D i I c I Z i W rFT E s, R,N _ P i�L�1NINC� 24' SUMP ASSOCIATES. INC. I � 4' wASTELINE 1 BELOW FLOOR I' SUCTION LINE Landscape Architecture 7" VENT I' PRESSUF'c LtNF Land Planning ' —��--- TC ^vr�FAD Q Civil Engineering 30 C'""'! CiAFkRAM / WASTE LI'�E --WALL c Development IR DRI VEN1 - _ Services / /r 4821 SII KELLY AVENUE F OHTUND, OR 97201. FAX 294-0223 2 DRIVEN F'UtAND GONT@503/284-0222 OLS TO 9E g1N°PL►ED AND 2Q8 895-834Q WAVE E>r�CTOR FINSE FLAN INSTALLED !'," Ou!PMchT 8U>:`o;.IFR / NOT TO SCALE t I � - '91�3GREEt\ '1 STORM COLLAREL. -- �, QPEN11.i,j �_ ------------_-- - TALL CONE- -_ ! POWER ROOF VENT , .� FL,,�NIt,+� ,_ _ ILATOR & AN SCHEDULE -- STATIC FAN DATA_ MOTOR DATA MARK SERVICE LOCATION SCFM PRESS. ~' ""-'�" —`- MANUFACTURER VES TIF + % D ANr;�+0� INSULATION (IN.) FAN TYPE DRI RYM N Y. VOLTS/1 •1A x b' STUD �.1 1 ra PLACES AROUND �..a=,. ! �• �_ .....L.-_�E-- METAL DECK 1 - ___ ----- TYPE SPEED SONv;S __ --- - - _ I°I!V- # BULDING EXHAUST ROOF !�_N _ L. PER;r1ETER C'F 5W1P - - ------ 1800 �5 CENTRIFUGAL BELT 4 _�__ -- , ACME a NTRIM R M 'JhNECTOR SUr!I� DiA"1E:TER ?4" .:E E I=" DR i°' PAN 'L-�- _� _—__ __ _ - - 394 10:3 2Cn 1pNN1¢,' I�j��_ L -' "- - TAL DUGTtUpIQlC EF•I _ TOILET ROOM ABOVE CEILING 90 0:5 CENTRIFUGAL- DIRECT ` — r ( I SOLDERFD WATER i ! IN ACCORDANCE -- 2.9 lir-}( { RAC 12011-- ! ACME V100 GOAT WITN /� W/•>f1°?ECIFIGATION E 2 4 4 COMPRESSOR ROOM A80VE MECk. FrJ'1. Igr; C?5 CENTRIFU�0AL DIRECT 4.5 15�r0 FRAC. 12011 ACME V150 ' TIGWT '\ c. LAYER OF SECTION IS ___. ____�___ - _ _ _ _ 1 _ _ ♦e I; r., _._/�� ____r - SfDO �TF•I fl—LEVEL MECHANICAL RCOf`t� 1950 0.41 CENTRIFUGAL DIRECT 4930 t2 1160 I I/3 - 1204ACME h'Xlly3F6-y ---- S N _ EY,TERNAI. PROVIDE OPTIONAL SOLIDST4TE SPEED t;ONT!eOLLrR5. R11N CONTROLLER WIRES IN CONDUft• � INSULATIONr*R_ I PROVIDE TWO (2)EXTRA DRIVE PELTS TO BE 8TOREC IN MlCHANICAL ROOM AND IDENTIFIED, �J >� r PROVIDE WITW LNE VOLTAGE TWER 06TAT. WASTE EACTOR SUMP ,-- I NOT TO 9caLe GOOSGNEGIC ✓ETAlL "FROM BR•I t P.?) � -' NOT t0 5Cl.LE -- - _-----__- ------------- __ i BASIN: R '1i" MILD STEEL �T DIPPED GALVINIZED Fp�;ISN- - GRA7E: DOLT-DOWN,GAWETED• DIAMOND PLATE LID COORDINATE VISCNAW5E 01PI AND VENT OMEN1NG6 ` WITH EtO1:IPMENT rk1Pf'LI R - - -- � �•. rr E NOTE: SMIr1'.I FLOOR ELEvAtir _t, �C � GAS FIRE RADIANT HEATER SCHEDULE � ON Or 104'•0' S A5 F A A wGE PURPOSE S , ASSUMED OR. ALL RCNITEL,JIRi.� �•. F'RE, �-- ----- ----.Y __- ---.---- .._.__—__ MARK SERVICE LOCATION MPH AIR SUPPLY FLUE VOLTS/ FULL LOAD MANUFACTURER & w I--- ^� INPUT DUCT DIA. DIA, PHASE AMPS Mon[:1. /--- DIAMOND PLA FAR.,vkk w 4rNGLF. CONTINUOUS RH•1 SERVICE BAY~' CEILING WUI4G - '►5 ---- 4" 4" 120/1~ ,� 2t _-- gFaCE Rt11 LTU15. I C) _ --- --- . RE NFGI�E au WELDED ANLLE. - �- 4' CLEANOUT -- ---- Fal c ! " -- I -`' r_ ~ . �, 5ERVICE BAY l CEILING WUW, 1g a 4" 1? '! 1t SPACE-RAT LTU15. -� \ GASKETED LID t��• PCJ ER F2OOF '✓EN','ILATCR - _ \ SEE DETAIL. � ��L 2 X2 CONTINUOUS BY ^1FCN CONTR, T14EWOSTATO TO BE WONEYWELL 7.92-20-1008 W1 R93-23-A-1008 RELAY � \ �.EDGc'R ANGLE u1' � /'---� _. � � ti' t '`r` V) GLUED RUBBER GA&GEr 1'RD--:RF"N --� '� -� _.\I__� - '_CUNT ER F;..;a',ING 4 CURE BY �� r+ SY, MECriq, C''NTQ_ � + E 1/.X3" CONCFZETE ANCN^R AND WATER- MEG+4 CONTiQ -- /� - FLA°�+al►,IG BY G N � \ E ERAL STOP AROItrD PERIME'ER OF BASIN --- _ / CONTRACTOR A6 R - _-- -____-- -- d r3Y ROOF �R Ec'D. PUMP SCHEDULE - - -------- -- •� f - _ 1 i . 1NLE7 a MIN, I HEADS (FEET) DISCH. MOTOR DATA ~�~ , r-=� . :r; � ., r �u �`•�.`�\ `-. -: , i E--'- ROOF INSULATION MARK SERVICE I ')CATION - - CONN. ___.__ TYPE i° {— .4,4-N,N 4.:ed ti: ra t i�x Ii�AR, -- 1 --- f-----� GPM DESIGN 50% SHUTOFF s1zE H.P. VOL,`I' PH. RPM �--=-- METAL DECK - __.. - - - _ _.. / - dl c I T 1 _ P-II FLOOR DRAINS , -- -I-�--- --- - _ _- ---- D�UERLEVET _40 - r 2� - g170/!__--� 11 0 ---1- �F U -- -- `� -� �� -_ 4 AtR DRIVEN &UMP PUMP COIWECTED TO AIR COMPRESSOR. BY EQJIPMENT SUPPLIER II �!`� P3 CKDRAFT �D, AMP-R ! •=" OUTLET - � 8" � F INLET 15 OVER J _ _ 25'-O" M -` �`--- EXTERNAL .--- - INSULATION � /i" BAFFLE IE'o DEVELOPED � �+" '� 1 (3 PLACES) LENCiTA. VENT la F METAL DUCTWORK, GA. / ANCE W/ BASIN, 11^ MI T c t �� SPECIFIN ICATION SECT. � LD EEL WITN NOT DIPPED GAL'✓iNIT..G tltii�" Ibgoo A.C. S C;I-I E D U LE r WELD a '1i X 3" CONC. ._+NG►+OR AROUND PERIMETER O� OASIN r RUN DUCT 4►GAINST WALL --7-- J08 N0. ' OUTLET STUBS: 4" NO-Hu'3 ..ONS"F TORfa. _ -•--T------- ' GRATE.CCvERS: TIDO SEF4 ATE rk;,.iraED IN MIDDLE) 24' 50, DIAMONC P AN.. CFF SET ,�E�OvE Rocs — CAPACITY - ELECTRICAL DATA — `_--�~ -- __—_____._ DATE APRIL r� cCCVERS 1111 FLt9H IaANDGRt:h meEINFORCE AT HINGE POINT. MANIJF. b10pEL REMARKS Oi,. �.-.� MARK A.T.C1.H. EER - � � HZ MAX , M.C.A, C�FM � - ' t°1EnaRATOR DETAIL _ ----- - �='OWE�'c ROOF yl�NTILATOR DETAIL — ----- — -- -__._.___ VOLTS -_ FUSE _ _ DRAWN GyD -T- .4 PTU•1 600 TC / 1800 WTG . "�.5 230/208 1 60 IS 13.5 280/200 CARRIER 52SEA20�3 WALL SLEAVE, STANDARD OUTDOOR GRILLE, HARD NO 0 ALE NOT ,O SU. 9. WIRE KIT,UNIVERSAL DRAIN, •1.3 KW ELECT. WTO , CHECKED OVD a — _ SUBBagE INTEGRAL CONTROLS_— REVISIONS � A• ,-q •�� Jerry',' } .. ' - __-..__W....._. ., SHEET • 15410 SW Pacific Hwy 7 of 7 i If this notice appe:u•s clearer 111,1, fhe JUL U 8 M document, the document is of nia,'�(i1,al q;aalify, 11WROFII_!1'IED %C:4 M>{ �,M� �t�Ijijlj11l;!i! ! 11iI!Ji+!I!1!I! !�!�{i{jIIiII {�11�I'; I� i ;!il !�! ; {��!�I ► !III i!��!!I{ ► !�I ,IJ1,!I:, , 11111{�+�{�{� {�{ I IIIIi� ij!�{I! !lIjII!�� !I!IIIIIIIIIIIIIII{itil{I!!!!ilIIIII!!!IIIiIiI!!!1111flul f!NIt!!( IIIIIE!!I!!II!I!i!l1111!i!11! IlIIIft!1!III!VII I!!IIIII�i11lIIH!II}!1lIII!I NI!I!!li!I111I1NiIlIIlI!!1!!t!! — _ — Iltll!IEI!11!! tt ! y ".DDRESS: 1510 51AJ x i.\records\microflm\targets\building.doc CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd- Tigard,OR 97223 (503)639.4171 CERTIFICATE OF OCCUPANCY PERMIT #t. . . . . . . : BUP96--0086 DATV ISSUED% 11/22/96 SITE ADDRESS. . . t 13410 SW PACIFIC 11WY SUE31)1 V 19 1 ON I . . . 1 .7 ON I NO:C G P1) BLOCK. . . . . . . . . . . LOT- - . . . . CLASS OF WORK. .14EW TYPE OF' USE. . . cCOM TYPE OF CON STR45N OCCUPANCY GRP. tB2 OCCUPANCY LOAD 17 TENANT NAME— iVAIVOLINE New constr-uction of qt-Ack lube bt-tilding Ownei•c BD LUSE 1354 914YE PARKWAY' WEST LINN OR 97068 Phone #t 699-8365 Lontv,actoy-.- JOBF.X-44 M)GHES CONGTKIICTION 7035 'jW HAMPTON rIGORD OR 972013 Photie #: 620-8134 Rep #. . : 045645 This (,evtjfic.-.,sj-e gt-,,A.jjy, ()cumpanry of the above i-efey,encecl Luildinq or, port on then-eof and roi)fiw,ms ;:hAt the building has been ected fov compliAnce with -gon spe(_ i t y Coder, for-, the q tOL, ntic-N ttip state of Or and use #.mdpr wh the r,erg-l-encei ��m I i-JAS ' 1 1_17I Nth INSPE6( � R Bu I1._1)I IG e Li 'I. POST IN CONE)PICUOLP.) PLA(-.,'E Construction Inspection&Related Te,-ts Carlson 'besting, Inc. Geotechnical Consulting P.O. Box 23814 Tiga d, Oregon 97281 Special Inspection Phone(503)684-3460 FAX(503)684-09E4 FINAL SUMMARY REPn::i November 21 , 1996 #96-52.91 j Permit No. BUP96-0086 i City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 1 Re : Valvoline @ Tigard Promenade 15470 S .W. Pacific Hwy. Tigard, Oregon Gentlemen: This is to certify that the items listed below are in accordance with Section 1701 . 3 of the Un.i.form Building Code . We have performed random/periodic special inspection at the contractor' s request of the following items per our inspec-,-i.or reports only: II Structural Steel Weldi.rg + All inspections and tests were performed and reported according to the requirements of UBC Section 1701 . 3 and . to the best of our knowledge, the work was in conformance with the approved plans and specificat.ior , approved change orders and applicable workmanship provisions o the Uniform Building Coue and Standards , as well 7s + the structur, engineer' s design changes and approvals. Our reports pertain to the material. tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior aLthorization from this office . If there are any further quest.io;ts regarding this matter, please do not hesitate to contact thi. office . Respectfully submitted, CARLSON TESTING, I C. Douglas W. Leach President .110 i l CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line:639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beem Struct. Mach, Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sriwlk Reins. Other: I 1 Date: A.M. _r P.M. Entry: Address- Tenant: ddress Tenant:_ t' (,L; Za. `. A, .� Ste:_ - MST: _ ' BLIP: Con/Own: --' Hyl "� "� MEC:-- PLM: ELC: ' THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: , - 1Inspector: Date: �- APP!-,OVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE —� Inspection Line: 639-4175 Business Phone: 639-4171 1 Footing Rain Drain Cover/Service FINAL Foundation Water Line Ceiling - lumb.) Post/Beam Mech. Shear/Sheath Framing -Meuh. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elec Pust/Beam Struct, Mach Rough-in Gyp. Bd. -Bld San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M.`P.M._ —Entry:— -- Address: � _ � ! `_ Tenant: _ _ __.. _... _ Ste: MST: Con/Own: — eta) e — MEC: _ ? PLM: r ELC: ........._------- THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: I In�spector.�_ _ T Date: '—11PPROVED _V DISAPPROVED/CALL FOR REINSP. CF CO -7i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service AL• Foundation Water Line Ceiling Pum Post/Beam. Mech. Shear/Sheath Framing (-_Mecij) Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp, Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: �r9 /� ' ' A.M. P.M. Entry: _ Address: Tenant:_ -- -L' Ste:____ MST: BUP:... Con/Own: �� _,Co ' Co ?_ MEC`'J c. PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: _ _ .—_ Date: PROVED _DISAPPROVED/CALL FOn REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line. 639.4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Pearn Mach. Shear/Sheath Framing -Much. PIhg.Und/Flr/Slab Plbg.Top Out Insulation x ec Post/Beam Struct, Mach. Rough-in Gyp. Bd. :Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: __ p Date: --C1 A. —P.M. Entry:_ Address: 1 Tenant: �� 'P'`��-t. Ste: MST: /� Con/Own: Lam_ MEC: PLM, 0 74 ELC: __ THE FOLLOWING CORRECTIONS ARE REQU!NED: ELR: dL-gp _J_ r — — r Inspector r= � / Date: APPROVED —DISAPPROVED/CALL rr)R REINSP. �� CO CITY OF TIGARD BUILDING INSPECTION NOTICE--� Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FI Foundation Water Line Ceiling -Piu Post/Beam Mach. Shear/Sheath Framing -Meth. Plbg,Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Vech. RougWT6 Gyp. Bd. -Bldg. San. Sewer as L Appr/Sdwlk o Reins. ® Other: Date: A.MM P.M. Entry: Address: Tenant: • Ste: MST: BUP: Con/Own: MEC: PLM: ELC THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector. � Date 1 DISAPPROVED/CALL FOR REINSP. CF CO MECHANJYAL P.E-R M CI1Y OF T I GARD PIE*RM I T #. . . . . . . : MEC96-12123�. COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 08.1301136 13125 SW Hall Blvd.Tigard.Orogon 97223*8199 (503)639-4171 PARCEL: 25110DB--00702 ADDRESb. 1541 IZA 'za W I-'A C I F i C 1-4 W y SUBDIVISION. . . . : ZONING: C--G 1-11) ULOCK. . . . . . . . . . : I-01.. . . . . . . . . . lo . : CLASS OE-- WORI-1,. :NEW FLOOR FURN. 12) F--Vi74P COOLf-I'S: 0 TYPE OF Uc3E. CUM UNIT HEATERS. . : VENT FANS. . . : 2. OCCUP(*ICY GRP,. . G-3 VENT'S W/O APIPIL: 0 VENT SYSTEMS: 0 STOPIEE3. 0 BOILERS/COMP'RESSORS HOODS. . . . . . . 0 FUEL 0-3 1-11". 1 1)5MES. INCIN: ql /GAS/ 3-15 HP,. 0 COMML. INCIN: 0 MAX INF-*,UT. 1504.-00 BTU 15-30 1-41D. lti [RFPIAIR UNI T5: 0 FIRE DAMV#ERS?. . : 1\1 30-50 HP.. . . . 0 WOOD-';TOVES. . : 0 1-'0+ GAS PIREGSURE. . . : M Ij HID. 0 CLO D'RYI:..RE-. 0 NO. OF AIR HANDLING UNITS OTHER UNITF3. 0 - `f�S OUTLETS. FURN < 1001J. BTU: 0 111112.100 C.-Fin : 2 i. FURN > z-100K BTU: 0 > 1121000 Cf in : 0 Rein,Ar-I{s : Meckianir:.Al for new ql.ticl< .1 1_t 1)e b 11 i I d I n Owner-: FEESLA D LUBE type amol.tnt by date r-eept 1354 SKYE P,lC)RKWA.1 PIRMT $ 40. 00 i. 08/30/96 96-28346' 1-196-2E3346.1 LCK $ 1 l. ;::,5 B 08/30/96 WEST LINN OR 97068 PCT $ 2. 25 B 08/30/96 96-283461 P-1-ione #.- 699-8365 Contractor: -________._.---_.___.__________._._.___-- COMFORT COMFORT AIR INC 3'..34 SE PIOWELL BLVD PIORTI-AND OR 97202-0000 P11hone #: 111 58. : 0 j-OTr4I_ REG!UIRED INSPECTIONS This permit is issued sub'ject to the rquiatiuns contained ir the Bas Line ITISP Tigard Municipal Code, State of Ore. Specialty Codes and all other Mech.in i ca 1 1nsp applicable laws. All work will he done in ac,-.ordance with Iyl i s c-. Inspection ...... approved plans. This permit w:11 expire if work is not started Final Inspection within 180 days of issuance, or if work is suspended for more than 180 days. —---------- 00, IDer-mit tee �j ei --tt I-(V-e Issued By: e- 1 I ........... Ca I I far, i T-,s pec�t i on 639-4175 City of Tigard MECHANICAL PERMIT F"anck/Rec. # ` 13125 SW Hall Blvd. APPLICATIOJf��rl4 Permit # Tigard, OR 97223 (- . (503) 639-4171 escnption �s 0 Table 3A Mechanical Code OTY PRICE AMT JobIf1) Permit Fee -0- -0- 10.00 Address ",..,�. ° T� 2) Supplemental Permit 3.07 Furnace to 100,000 BTU-- ''t+ " y 6� 1) incl. ducts &vents 6.00 'tie e,9 — Furnace I OUT00 BTU + Owner 2) incl. ducts &vents 7.50 .. ° Floor Purnance 3) incl. vent 6.00 Suspended eater, wail eater 41 or floor mounted heater 6.00 , '°' Vent not inc in Occupant 5) appliance permit 3.00 Repair of Feating, re ng. 6) cooling, absorption unit 6.00 Boiler or comp, heat pump, air cond, 4 � G 7) to 3 HP; ab!:c•o unit to 10rK 67l) 6.00 Boiler or comp, eaT t pump, air cons. Contractor ©�' 6r8) 3-15 HP; absorp unit to 500K BTU 11 00 Boiler or comp, heat pump, air con �j7a 9) 15-30 HP; absorp unit .5-1 mil BTU 15.00 ,.".w.«,. rh er or comp, heat pump, air con . 10) 30-50 HP absorp unit 1-1 75 and BTU 22.50 hereby ac now edge t at l-.,ve react his applhcition, t at the Boiler of comp, heat pump, air cond, information given is correct, that I am the owner or authorized 1 t i > 50 HP, ,ibsorp unit 1 75 mil BTU 37.50 agent of the owner, that plans submitted are in compliance with Air handling unit to State laws, that I am registered with the Construction .;Ontractor's 12) 10,000 CFM 3.50 Board, that the number given is correct (If exempt from StateAir handling unit registration, please give reason below.) 13) 10.000 CTM + 750 Non portable 14) evaporate .00ler 4.50 Vent fan connected 15) to a single duct a 3.00 6,00 Ventilation system not 16) inclur:ed in appliance permit 4.50 a, Hood serve y .7) mechanical exhaust 4 50 escnbe work new addition ( alteration repair 0 Commercial or hnoustrial to be done residential 0 non-residential 18) type incinerator 30.00 xisting use cf utmer h e.. woo stcve. water building or property 19) heater, solar. clothes dryers. etc. 4.50 Prcr,)sed use of 20) Gas piping one to four outlets 2.00 a,BQ buil,,ing or property 21) tdore .han 4-per outlet (each) 2.00 Type of fuel -od Q natural Sas t�LPG Q electric Q NOTICE oo� PERMITS BECOME VOIC IF WORKK 0,", Minimum Fee S25 00 SUBTOTAL;CONSTRUCTION —' AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS. OR 6% SURCHARGE % 3 IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLA:4 REVIEW 2596 OF SUBTOTAL f i�6� AFTER WORK IS COMMENCED TOTAL tf �'j Sd 'jlV Scechai Conditions rl Date !ssued by– ��oorrclrs i.n:cHvi.ir i I I I i I I A i — s:ITY OF TIGARD BUILDING INSPECTION NOTICE i !nspection Line: 639-4175 Business Phone: 639.4171 Footing Rain Drain Cover/ ervi c�) FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date ��u A.M.XP.IV. Entry: _ Address: /C� - - Tenant:_- Qc �A� te: _ MST: _ CUP: .__ Con/Own: Fl MEC:_ PLM: ELC: ZT _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: I spector: � � � �� DatgF_ APPROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE l Inspection Line- 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL. Foundationater LlnCeilin -Plumb. Post/Beam Mech. Shear/Sheath -Mech. Plbg.Und/F!r/Slab XPi g. op U Insulation Post/Beam Struct. Mech lough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwik Reins. Other: Date: �.cZ�- A.M. P.M. Entry: Address: - � �i /l4) Tenant: �---t. �-,-��Q. Ste: C MST: � ry� BLIP: Con/Own:. )CLA„C ,[>�_!0 - b !- MFC: _ PLM: ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: lnjpctor: ----- -- — — -- Date: _APPROVED __ DISAPPROVED/CALL FOR REINSP CF CO �— CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Pusiness P�� hoone: 639-8171 Footing Rain Drain ?9v rlService FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framin j -Mach. Plbg.Und/Flr/Slab Pibg. Top Out Insulation -Elect. Post/Beam Struct. Mach, Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: �,(-(o AT�.M. Entry: -- Address: 15 i Tenant:_ 1 Ste._ DIST: BLIP: Con/Own: 1 MEC: — PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: / �{l, „�� Date APPROVED —DISAPPROVED/CALL FOR REINSP, CF CO COMFORT— - . 11��IRJNC. � Auyus-. L, 1996 City of Tigard Jim Funk, plans examiner 13125 S.W. Hall Blvd. Tigard, Or. 97223 ATTN: Jim Funk RE: Valvoline, 15410 S.W. Pacific Hwy. , PC#: 1-58c, MEC#: 96-0233 . This lettr- is in response to your letter on the above referenced proj er.t 1.- The total weight of the radiant ?-eater is 1.45 pounds each. 2 . - Manufacturer's specif ication Goof irming maximum set point of 55 degrees fahrenheit. We have enclosed three copies of the thermostats we will be using on this project. They have a fi):ed set point, based on the sensor chosen. If you have any further que-tj •)n-;, please call me at (503) 236-6829. Sincerely, r Jeff Schwa), Comfort Air Inc. Mgr. 3634 S.E. Powell Blvd. Portland, Oregon 97202 0 (:-'13) 1.36-6829 0 FAX (503) 236-1303 i-IUh cU " 6 J 15P(l I(JUUSTF.IHL I.0IITRVI_ P. 1 1 8 gine voiageingie stage ACCUSTAT line voltage thermostats Precise solid state thermostats for 1.5.and 20 amp line voltage applications,using ' standard ACCUSTAT preset sensors. AS-90 adjustable sensors are not recommended for use with line voltage thermostats.Applications include heat and heaVc ool systems, coil units,ventilating fans,baseboard haaOnrs,etc. DIMENSIONS: 411116'square x 2"deeF , ELECTRICAL RATING - w. Model Voltage Max.Load FLA LRA LV120 models 120VAC(ilO%) 1 Amp -pilot duty •• I L4220 models 220VAC(t10%) 1 Amp pilot oury— LV1208 models 120VAC(t10%) 5 Amp' — LV2208 rTlodels 220VAC(f10%) 5 Amp -- LV120AmodEIF 120VAC(t10%) 20 Amp 16 64 LV1,'_-0-AH11 LV220Amodels 220VACt-10'%x) 20 Amp 12 60 2 Amp"13"models require minimum load of 0 5 Arnp. Model S+nsom Twnp.Seriings Switches Model Sensors Temp.Settings Switches Heat only LV120-H1 t preset 1 System:OFF/ON LV220A-H2 2 preset 2 System:OFF/ON;LQ/HI LV120A-H1 1 preset 1 System:OFF/ON LV2208-H2 2 preset 2 System:OFF/ON;LO/HI LV1208-H1 1 preset 1 System:OFF/ON LV220-1-13 3 proEet 3 Sys:'', i'/ON;LO/MEG/HI LV220A-H3 3 preset 9 Sys:OFFrON;LO/MED/HI 1x120-1-12 2prFsel 2 System:OFF/ON;LOrHi LV220B•H3 3preset 3 Sys.OFF/ON,LO/MEDIHI LV120A-N2 2preset 2 Sotem;OFF/ON;LO/HI + LV1200 H2 2 preset 2 System:OFF/ON:LO/HI t L.V120•H3 3 preset 3 Sys-CFF/ON;LO/MEP/HI LV120-AH11 2 pr,set 1 hV1 Cl OFF/ON;HEAT/COr)I_ LV120A-1-13 3 preset 3 Sys:()FF/ON;LO/MED/HI LV120B-AH11 2 preset 1 iIV1 c1 OFF/QN;HEAT/COC� LV 1208•H3 3 pr)sot 3 Sys!OFF'ON:l O/MED/HI L,11 20-AH22 4 prase: 2 ht/2 CI OFF/ON;HT/CL;LCI/HI LV220-H1 1 preset 1 System:OFF/ON LV1,7j8•AH22 4 preset ;.h112 cl OFF/ON;HT/CL;LO,:AI LV220A-H1 1 preset t System,:OFF/ON LV220B-H1 1 preset I System:OFFION LV220•AH11 2 preset 1 IV CI OFF'0N;HEAT/0OOL LV2208-AH11 2preset 1 ht/t cl OFF,')N;HEAT/COOL LV220•1-12 2 preset ? System:QFF,ON;LO.WI LV220•AH22 4 preset 2 M'.cl OFF,ON;WT/CL:LO/HI LV22OB•AH22 4 preset r hV2 cl OFF/ON;WTICL:LO/HI TYPICAL WIRING DIAGRAMS ACCUSTAT LV120n.V.20 MODELS rI� CW BLK .Lv I REO ^BLK �V REO wT To AcwSTAT LOAo I I >y L row EW, P9WE�I SOURCE Sr JG-E �.._ • ---- 46" lE MAXIMUM RATED LDAn:1 AMP MAXIMUM RATED LOAO'1 AMP 1 a!I 1 H -. PDrUETAT LV120MLV720A MOOFlA F•--"1°�_- 1 AMP " V '" A At l._mo6ELS MODELS .C';LI �... _ 1 :oar ew I J MAXIMI LOAD-20 AMPS. 40 MINIMUM LOAD REOU'nF0 ACCUSTAT LVIPONLV2200 MOoIIL! i I S.d.cr y r`�_- XlA � I ALLOW SUFI ICIF'�T THE YA%:LOA RFAR CLEARANCE RATED LOAD I$S AMP;. MINIMUM LOAD 19 0,5 ANO "B'MODELS 'A MODELS f�R 6 WIIRIINGN I � u..... *rte .+*•r%imr T WV car IF I Nff a .%1 % AUG 1_t7 'Sty 1c—:44P•l I TP. AL_ rOIJTI ' P-.3;4 Ordering Thermostats, Thermometers, Other Products 1 orders with specific product catalog numbers. Those numbers printed in black are normally stocked 01 Place P by PSG. Normal delivery schedules on these units can be expected. Modat numbers printed in color designate models which are built only to order. C c:,sry times will be quoted on an individual basis. Contact F'SG Customer Service at(215)257.3621 for information. Ordering Sensors Except for SUIRCS i A 11 modei:y,ACCUSTAT"II T2.2-T25,and the GT R OTA?eria,:,all PSG thermostats are shipped less sensors- For all other models,sonsurs are o:dered separately specify ny iht dnsirod operating temperature selp.'^!. For"S"model single stage preset sensors(normal differential): f �e ' Order. S + (desired temperature setting) Preset sensors include their temperature setting as part of the model number,i.e., an"S'2'sen-or has an operas ng set point of 72 degrees Fahrenheit. Standard available sensor'.3mperaturaa are: • S35 S-50 S-65 S-74 S-82 S-37 5 S-66 S-75 S-84 5-39 S-60 S-RR S-76 S•86 S-40 S-62 S-70 S-78 S-88 S-45 S-64 5-72 S-80 Setpoin is off for heating,on fUr cooling. Other temperat-ire settings are available on special order. I For "SS"model single stage preset sensors(close differential)- Order- SS+ (desired temperature setting) Same as"S"standard models, except for close differential. Use only for special applications.(i e.page 5)- For"5M"model two stage preset tensors: These sensors are useable only in ACCUSTAT'°II multi stage models(T22H,T23A,T24AH, etc-)and in the multi stage saISTATt automatic setback control. Each sensor has two setpoints approximately two degrees apart. The standard preset temperature settings available are: SM-6e/70 SM-7416 SM-70172 SM-76178 SM-72[74 SM-78180 In heating situations,the higher temperaturi?setting is stage 1. In cooling,the lower temperature setting is stage 1. Make your temperature selection accord,ngly. Ex. If a tYln stage heating sensor is desired,with a 1"stage setting of 72',order SM-70%72. Ex If a two s, to cooling sensor with,%750 ill stage,order SM-76178 For AdjusWile single st:.bP sensors: Ordr!r: AS-90 40"to 90°F range AS-32-0 50 to 32°C range For Adjustable two stage sensors: Order ASMH-90 for heating (red knoh) 40'to 90°F range ASMC-90 for cooling (blue knob) 400 to 90°F range Adjustable sensors (singid or two stage) are interchangeable with their preset counterpaIts. Sensor accuracy,is t 2°F- Recommended for 24 volt'hriimostats only, All sensors are individually packaged. Master cariv of 12 units (sar.te model)arc e. HUG 20 '96 t2:43P11 DIDUSTRII11- _')NTROLF.2/4 Theory of Operation 5 - All PSG thermostats use solid state swil,hint circuits and hermetically sealed mercury sensors. Both preset and adjustable,single or two stage versions of the sensor are offered. in some models,an adjustable sensor(s)is permanently installed. Other models have holding clips into which sensors of choice--either preset or adjustable--are installed.Advantages of this unique approach to thermostat design include high accuracy, fast response,and no temperature drift.The sensors have no fatigue factor,and will operate in any position --even upside down They are generally unaffected by normal vibration. GENERAL DESCRIPTION The sensors are miniature thermometers with platinum wires passing through the capillary, As room temperature increases,the liquid riser.,first contacting the lower wire If the liquid continues to rise,and reaches the upper wire,at circuit is completed. In effect, the sensor is a precise temperature switch used to gate solid state circuits,which turn the system relays on and o'r as requiret.), Preset sensor Single and two stage seisors differ in that two Mage sensors have two upper wires, placed approximately 2°F apart. Preset sensors have fixed temperature setpoints. This is determined by the platinum wire placement,and the amount of liquid used in manufacture.A greater fill results in a lower setpoint,while using less results in a higher setpoint• PSG's patented adjustable sensor uses the same principle. A knob assembly at'.ached to the reservoir varies it's displacement. The effect is the same as adding or subbacting liquid. Typical range of adjustment is from 40'to 90°Fahrenheit. AS-90 DIFFERENTIAL Adjustable sensor [ fferential in an ACCUSTATR is determined by the sensor design Three elements - julb size,capillary size,and contact area design-are cnntroiling factors.PSG sensors yield a room differential of 1 1l2-3'F, (heating 1 1121,cooling 2 1/20 typical)as installed in standard ACCUSTAT= cases,depending on system characteristics,air vel( Ay,etc. ACCUSTAT' LOCKING COVER SYSTEM (ALL MODELS) "SS"MODEL CLOSE DIFFERENTIAL SENSORS For certain sensitive applications, close differential sensors(single stage only) are LO^KING available. Caution is advised when using them,since short cycling problems may result. VIN -._� ' "SS"sensors are recommended only where extreme accuracy is required,Qr where special problems exist(and providing that the mechanical equipment is Compatible with resulting shorter cycler COVER _ `' MATCHFD PAIRS ` :; / Matched heating/cooling sensors are available for,,ose control situations requiring e,^ ,, �• automatic changeover,i.e.,computer rooms, etc. Contact Customer Service for more information. See glossary:'matcled sensors p. 19. F'SG SENSOR SPECIFICATIONS .J;P Preset sensors A \ Pltt Accuracy Temp. Drift t0.5°F/1e99 than 0.1°F per year RFLFASING Amb. Range -20°F to+110°F KEY Adjustable sensors.' Accuracy: t2.00F/less than.25'F per year Range: (All models except AS-32C) +40'F to+90°F(in 2'subdivisions) (AS-32C) +5'to 32'C(in 1'subdivisions) Amb Range: -20'F to+i 10°F • PSG adjvslabie Sensor is covered by the following patents.U.S.Pat No.4,376,928;British Pat. I No.2102948•and Canadian Pat No 498.457,Patents are also pending in additional countries. August 19, 1996 CITY OF TIG ARD Comfort Air Inc 3634 SE Powell OREGON Portland, OR 97202 \ RE: Valvoline Mechanical Plan Review 15410 SW Pacific Hwy PC#: 7-58c MEC#: 96-0233 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1J-116 Oregon Specialty Codes and other applicable codes and standards. Thr,following comments are noted: '#II �iNIAP1-1 '�h pp?{d s ^ f"T"g�j� +?Ya'� .F'••rfi 1. What is the total weight of each radiant heater mounted to the bar joist? If the Itotal weight exceeds 400 lbs., provide the following: A. Provide an engir,:er's analysis of each structural mem6c, supporting the additional radiant heater(OSSC, Section 106.3.21. B. The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designed to resist the total design seismic forces prescribed in Section 1603.2 of the Stru,-aural Specialty Code. Provide an engineer's design s)ecifying attachment requirements [SSC Section 160.3.2 and GMSC, Section 304.41. 1-2. Provide the manufacturer's specifications for the thermostats controlling the radiant heaters, confirming they have a maximum set point capacity o` 55 degrees Fahrenheit [OSSC, Section 1312, Exception 21. Ploase submit three copies of revised submittal documents and a letter indicating your e:;ponse to the above comments for review. Please call me at (503) 639-41.71 if you have any questions. Sincerely, Jim Funk PLANS EXAMINER 'citywide\pr7.5Ac dry. 13125 SW Hall Blvd„ Tl�ard, OR 97223 (503) 639-4171 TDD (503) 6134-2772 - CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639.4171 Footing Rain Drain Cover/Service FINA . Foundation Water Line Ceiling -Plum . Post/Beam Mach. Shear/Sheath Framing -Mach Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. hough-in Gyp. Bd. -Bldo. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M. P.M. try: Address: Tenant:� y ..�` Ste:_ --_ MST: �y BUP: Con/Own: b�Z��- _--_ MEC: PLM: ELC: —_ -- THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: In actor: Dater 7 _APPROVED —DISAPPROVED/CALL FOR REINSP F CITY OF TIGARD ILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Sorvice FINA Foundation Water Line Ceiling -Plum . Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line dd __ Ap__pr/Sdwlk Reins. Other: Dato: �� A.M._P.M. Entry: Address: — �- L, . + — Tenant: _ _ Ste: MST: _ Con/Own. .0_[— s]_l—��L _ MEC PLM: _ _-.— ELC: THE FOLLOWING CORRECT ONS ARE R QUIRED: tLR: Date: c APPROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECYICN N`TICE Inspection Line: 639-4175 Business Phone. 639-4171 Footing Rain Drain Cc%er/ServLe FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach, Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab I'Ibg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: ,JLe Date: � A.M. P.M._ Entry: Address: (_ Tenant: _. Ste: MST: 1- RU P: Con/Own: Z 2-,-MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: inspe r: Date: ../2 •- < _APPROVED _—DISAPPROVED/CALL FOR REINSP. CF CO -- -- - - CITY OF TIGARD BUILDING INSPEC >N NOTICE Inspection Line: 639-4175 Business Phone 539-4171 Footing Rain Drain :.over/Service FINAL: Fouidation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct, Mach. Rough-in Gyp. B(I. -Bldg. San. Sewer GG ? Li A r/�dwlk ReinsV / Other: %1 _— (i�n",(l V Date: CO A. . P.M..� Entry/: _ Address: �� t *�-►(_ ��*�LJ Tenant: _ 01 Ste:��_ik* �/A �^ r � Con/Own:_-_ _ PLM: ELC: THE FOLLOWING CORRECTIONS ARE RE QU ED: ELR: _ L r Ins actor:- `• _ Date: APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO I��u 1 1/21/96 1^.S3 a 503 684 0954 CGRLSON TESTING 03 .y Cor1_str=tlon InnpecW&R**W Tests "arlson rTesting, Inc& Cao Consulttm 1�.0.90lt 14 lig 97281 1�(to 5t August 9, 1996 •96.5291 .CTI Permit No. BU; • -0086 FIELD INSPECT_ON REPORT DATES COVERED: August S. 1996 PROJECT: Valvoline a Tigard Promenade ADDRESS: 15470 SW Pacific Hwy. , Tigard, OR INSPECTOR: R. Steele #639 ♦08-08-96 : CTI representative arrived Valvoline-Tigard project to provide visual inspection of the structural steel and deck welding. Observation hds shown acceptable welding that is an compliance 'with paint detail, as well as AWS D1 . 1-94 and AWS 81 . 3-89 . Our reports pertain to the materisl tested/inspected only. Tnformat.ion contained herein is not to be reproduced, except in full, without prig authorization from this office. If there are any further questtpns regarding this matter. pleade do not hesitate to contact this office. Respectfully submitted, C �LSON TESTING, INC. y Douglas W. Leach President RS:dmb cc : S. D. Deacon Corporation City of. Tigard I l' CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 539-417' Footing Rain Drain Cover/Service FINAL: oundatl Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: " Date: Q t 0 l (-P _ A.M. P.M.T_ Entry: Address: L) n_ — — Tenant:—_� -� �y''"Q"�'�,R-- �fe:---- Con/Own: b Z 2 PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: Date: __APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO Construction Inspection ,cap Tests Testing, Inc. h Consulting P.O. Box 23814 Special Inspection Tigard, Oregon 9'^81 Phone(503)684-3460 DAILY FIELD REPORT FAX N 684-0954 PkOJECT _ _ DATE: JOB ADDRESS: __ TYPE OF INSPECTION: _— PERMIT NO.: _ LAB. REPORT NO.: WEATHER: Inspection Notes: (Include location, testing data, substitutions/deviations, materials and in._�ods of construction, conformance statement, etc. I Time Arrived: ____.. Inspector: / 'f Time Left Job: — Certificitioti No.: Information contained herein is not to be reproduced,except in full, without prior authorization from this office. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 609-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gns Line Appr/Sdwlk Reins. Other: _ -_TP ___ Date: ,P.__ A. Entry: Address:� J.S-L4 Tenant: �r LA.x- _�--Q'�'v�-Q- Ste:_ MST: Con/Own: 77 g --$ ZZ BUP: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: EL/R: , In ctor� _ Dater' PPROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct, Mach. Rough-in Gyp. Ld. -Bldg. San. Sewer Gas Line ,, Appr/Sdwlk Reins. Other: a-h.� — &4,4 A.N��/�fEntrv: Address: Tenant- �¢ � Ste:_.___— MST: _ Con/Gwn: GI.V-e kvv-t BLIP: MEG: PLM: _ ELC: --- THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: I�nsppe tor: _/_ _.� _— — _-- Date: APPROVED _._DISAPPR,7✓ED/CALL FOR REINSP. CF CO I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect. II Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer, Gas Une Appr/Sdwlk/11 Reins. Other: _` Q /��l CSL l J wQ.G _ Date: �� _ A. P.M. Entry: _ Address: Tenant: Y_1- 'cc��_____ Ste:_ MST: _ BLIP: Con/Own: _ zr —_ MEC: PLM: ' 7 ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED. ELR: Inspector: __ Date: APPROVED DIS, ~PROVED/CALL FOR REINSP. CF CO PERMT CAL CITY OF TIGARD PERMITI#: ELC96I0503 L COMMUNITY DEVELOPME�%T DEPARTMENT DATE ISSUED: 07/31/96 13125 SW Hall Blvd.Tigard,Oregon 9722.N•8199 (503)830.4171 PARCEL: i ,51 1 ODB •00702 SITE ADDRESS. .. 15410 SW PACIF-IC HWY SUBDIVISION. ZONING:C-G PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . 1-Iro.ject Description: Installing three outline lightings - --RESIDENTIAL UNIT----- ---TEMP SRVC/FEEDERS----- -----MISCELLANEOUS-- -- 1000 SH OR LESS. . . . : 0 0 - .2:OIb amp. . , . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : LIMITED E14ERGY. . . . . : 0 401 -• 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps---1000 volts. : 0 MINCR LABEL ( 10) . . . : 0 -----SERVICE/FEEDER- --- --- BRANCFI CIRCUITS----- -----ADD" L INSPECTIONS-._- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDERv 0 PIER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : O i st W/O SRC OR FDR. : 0 PIER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' t_ BRNCH CIRC: 0 IR PLANT. . . . . . . . . . . : 0 601 - 1.000 amp. . . . . : O ---------.._.________-•--F'I_AIJ REVIEW SECTION-__._.__.___..___-_-__ 1000+ amp/volt. . . . . : 0 1 =4 RES UNITS. . . . . . . . : 1 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR 1 = 225 AMP'S. . : CLASS AREA/SPEC OCC. : Owner- ---------____..._._-----___._.__.______---.-___._--_.__.-_-_ __- FEES VALVOLINE type amol.lnt by date recut 15410 SW PACIFIC HWY F'RMT $ 120. 00 B 07/31/96 96282326 5F'CT $ 6. 00 B 07/31/96 9628232E. T I GARD OR 972:4 Phone #: 699-8365 Contractor: _________________.--..---.----_-------------____----__------_.--.---.---_-_.--- SALEM SIGN CO INC $ 126. 00 TOTAL 1825 FRONT ST --- - - REQUIRED INSPECTIONS --- - SALEM OR 97303 Ceiling Cover Elect' 1 Service Phone #: 503-371-6362 Wall Coven Elect' l Final Reg #. . r 65297 This permit is issued subject to the regulations contained in the ._.-..__ �� l��n___« ,•____._____ Tigard Municipal Code, State of Ore. Specialty Codes and all other Perm i t�t`ee Si gnat i.1re applicat'e laws. All wor' will I,^ line in accordance with approved plans. This permit will expire if work is not started within 188 days o. iss Bance, or if work is suspended for more ✓��1!l!� .._�v� y`� `' __._.__�._ than IN days. I s s U e d By INSTALLATION ONLY___________.__.....___._..--_--_-__--.---•._-• The installation is being made on property I own which is not intended for sale, lease, or rent. OWNr:R' r SIGNATURE: _----_ DATE: I NSTAI_I-_nT I0N SIGNATURE OF SUPR. EL.EC' N: 'l �Op �C (Jt'�_ DATE: L I'uE NSE NO: �j T Call for- inspection -- 639--4175 24 - 9 ,5 l•JE L. 1 2 L. V-- 1•1 i GN C. r_r _ P . 02 I _ , i Community Development ELECTRICAL p 13125 SW HaJI 814. ERMiT APPLICATION Tigard, OR 97223 Permit # _ (�- q(�_ Phorle (!S03) 639-4171 p�t� Issued CITY OE'�gAj�p FAX (503) 68'4-7'297 PexU�s TOO No. (503) 684.2772 1115 e0tion (503) 638.+3175 I- Job Add►�.ss: N.a - L 1 ' 4. Complete Fee Schedule 641ow., ei Deveto er, Addrtss L / -- ISyI!?;+,` o Number of InsprWans per permit&,,WMW /.l ice nv�ded, lt,eme cost(al)Ci';.rSiat�.lZlp l�� (G- ��u��. urij 4e. Reeldemijal ,per unit �•�••• NOMS(or name of business) Y� 1000 9q• R of lere � _ ,nditms)too 3t R or Comrntircla Regid®ntial [] Donlan ww f t. —; soa.otl Pea, ui We"Or+AW41er Sam Contmchtr install elan only: iowmng 311rvke r Ned. le1.A7 ? J l:Ie te.I 11 j� 4b.3ervifts Or J7W,,S j Addrea .__ WUrtaf aL ah,A,tnn,fv relo�.1}pn ?Do amps or a:s City _ --- saaoo 2 StOtQ 20, "t to 400 WV1 — z 401 amyl to BCD mnpe - - Phone No, dc+impl w rax a.-,a, 7'Mae 2 Job NC. -- -- ever rM0 arnot or vw► 2 Contraetnr's license No, c Reconnect only $U,m '. a { 4 Contractor's 908rd Reg. No, 4 dc. Temporary Semic" or Fted m t ,` Signature of Supr, Be* -- tesle^t!:n,altenn an,v sf�Ca, It LICPrISB NO, COO LTDI or Itis �_�, phong No.�Ll-1..� 1'0. u+lane, „op,n �_ — 2 X111 �pS b 600 'fps .� 1W,e0 2 2b. For OWner I a,x too-To m'COO emelt, e7S.aD � ,i sne'p'eDor/. r^er.t Owner's Name 40, Brinch cirwits AC'�rlS5 Ne+r,elle e:'an or er..:2j+r pe PWy City -��-� �tRite -- 4)ne fat'or bras;+q nyns rfer Phony No, --~---- jp— r><rr�na�ear+�e.a,foodwA , z Errs nrbnM cftj 15,00 TI,e lnstenIt;�, — s,,rt!te f,. ,t:„ ---, Is being made on property i Q>N?Y WhirJt is prHtae&f x"106 or r4swrHa not �ntencied for sale, lease or rent. Ftnl br,neh alrwk 2 ( !, Earn ed'WrMi oror.r�r a r —•-�' 2 QlYner'1 Si9Meturs S5,o0 - -�-- -- 44. Mteceflaneotm ••"'_"- 3. Play Review xoctio,. (if r@gtllred), ( amo errtrl9reMIIIrrrM t b`iWed) 1 Each 40cn%V er Oufrme 9ght'ff0 =40,00 please check 2WOP►IM bin and mtar fe s'1na+el urft}or n ynnee tner� � Seo•o0 : gzi -� _4 or more re 4* in eeCtton tiB. panel,aAeryllon Crulen,l,n l eidrntial unlht in one s�udure I �a,pp Sarum anti heeler Z15 a, ps 4r:Wore Minor Labels('o) -_ 3s04on i. Sys6.,m over too vette MOMIMel Al. Each ad iiliorril rte_CtaleiAEd area 01 Str=UrS oontei& SpeCiel o! inspcan pupanCy 010 alloµrable In any a Dt1,e abtnre r as dean's In N E.0r- Cho,ter POP fn spar on I I ptr hour --+ -M iUb?1it Z setg of pinny WitP+eppt108`!on Where a In Plant $33.00 —`- (• pnly. Not►equina rcr tem r7! of the a6�ye 155.00 porary cor+�tMctlon cervices. S• Fees: 00 S NCJIGF, 54.Enter Errol of a}ove feel r' S V Surr--margo (.05 X tela) feet r'5 PmIT-S DSCOME�Olb IF vMK OR CONSTRt�Cnq}� SuDto0a1 E ifs,' Safi' ttJT�IbRt7gp (S N07 COMMENCEQ"THIN 160 DAYS,OR IF Sb. Enter z5",; of firm A r-r 8 CONSTRUCTION CIR VMRh IS SUSPENDED 4h ,1106ONM FOR Plan Review H uiretl3 It-1' A P"JOD OF 190 DAYS AT ANY TIME AF'rFA rv()RK I$ brori,r isle. ) s CC W,ONCE) sru1 ; }�>±.-��r, w,•,q� w,twn,e.+.;. �+J Tryst Ace.-toll S ---•�__•_.. Batanee nue ----- - --------------------- ------ ---- ----------- ------ IYIIV NI fet-I 1 11:11 141 v96 .i. VI it 1.i! OMOUN V Oki 1. (0 ING ►il)ORESS 1825 FRONT bl NL1'►►'rhIt N'i t>►-II1 : 07/31 /96 OR 1,(1RP0SL,- (It. PAYMl,--'.N'l t iN flti RM I I F SAJILD it M96-011.i.i, '4JN'%-0 t(Ae4, .11 P (ff�-A- AMOCINI PAID - CITY OF TIUARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phore: 639-4171 Footing Rain Drain Cover�Service FINAL: Foundation yjGvl Water Line Ceiling -Plumb. Post/Beam Mich. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Pibg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. 6d. -Bldg. San. SewerGas Line Appr/Sdwlk Reins. ff Other: 'd 1u OCA y Date: Entry: Address: Tenant:. — 'ute: MSTBUP: _ Con/Own:�t 4"2 6�c z c�� 0Z Z-MEC: _ —T PLM: _ ELG: THE FOLL(MING CORRECTIONS ARE REQUIRED: EI_R: In�_�AOVED spector:. / <� Date: _DISAPPROVED/CALL FOR RF INSP. CF CO �— CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone:639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: A.M.—P.M. ` Entry: Address: 41 Z Tenant: – GJ l �—_ Ste:--- MST: BUP: Con/Own:_ __ _ MEC: PLM: ELC: 7 THE FOLLOWING CJRRECTIONS ARE REQUIRED: ELR: i-= 1 P / ,Inspector: %� Date: / .APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4!71 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: ? A.M. Entry:_ Address: `") –��_ ` Tenant: -'� Y 0 Ste: MST: BLIP: T Con/Own: `'L _ MEC: PLM: _ ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspecto��;, � — Date'.= ____APPROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line, 639-4175 Business Phone:639-4171 Footing Ralr. Drain Cover/Service FINAL: Foundation Water Line Calling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Meth. Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-In Gyp. Bd, -Bldg. San. Sewer Gas Line Appr/Sdwik Reins. Other: A 1 e 1`.d ( 1 -LEa, a, _ Date: -Z A.M. _P.M. Entry: Address: _ Tenant: Ste:_ MST: BLIP: ConiOwn:_ _7 Z - __ MEC: PLM: ELC - --_-- THE FO OWING C RRECTIO ARE RUIRFC) ELR:I Inspector: _ _ Date: - Z� AP ROVED _DISAPPROVED/CALL FOR RSINSP. CF CO ELEC'fRJCUED.PERMIT' PERMI I" 96046CITY OF TIGARD J(47EISS07/23/96 COMMUNITY DEVELOPMENT UEPARTMENT 13125 SA all Blvd.Tigard,Oregon 97223e8199 (503)639-4171 PARCEL, J,S 1 1 ol)B-0 0 7 0 i-7 E AI)oHES5. . . -. 1:.)41k{ JSD I V I S I ON. . . . ZONlNG:C.--C, FD OC IJ .. . . . . . . . . . . L-OT. . . . . .. . . .. . . . . -a.).ect Description : installing one service or, feedvr and 37 branch cirol-tits. ----TEMP SRVC/FEEDERS----- -----MISCELLANEOUS----- .)00 SF OR I-ES5. . . . . 0 0 2,00 .imp. . . . » . . PUMP'/IRRIGATION....: 10 (')CH ADD' L 500SF. . . * 0 201 400 amp. . . . . . . . 0 SIGN/OUT LINE L'TG. . : 0 (MITED ENERGY. . . . . - 0 14.01. 6010 amp. . . . . . . . 0 5 1 GNAL/P,ANEI... . . . . . . : 0 ANF. HM/ SVC/FDR. . : 0 60l+amps--1000 volts. : 0 MINOR LABEL 0 .SERYICE,1FEE0E[1-- - --- _._.__-BRANCH CIRCUITS------ --+.-ADD' [.- INSPECT`IONS-_-- E00 amp. . . . . . : I W/SERYICE OR FEEDER: 37 PIER INSPECTION. . . . . . 0 .11 400 amp. . - - - - 0 1st W/(J 51"?.IJC OR F-DR. - 0 PEIR 1.10UH. . . . . . . . . . . ... 0 ")1 600 amp. . . . . . : 0 EA ADDIL BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . 0 1,11 1000 amp. _ , IT REVIEW SE(-Tlf)1\1- A00+ amp/volt. , . . . : )=4 kSS UNITS. . . . . . . . : > 600 VOLT NOMINAL_ -connect only. 0 GVC/Fl.)R AMP'S. L.ViS, 5 A rE(;/SPEC OGG. ,,inev": --** FEES fILVALINE QUCK LOPE type Afno..knt by date r~ecpt _1410 SW PACIFIC HWY PRMJ s 2'45. 00 CJS 07/23/96 96 cfJ 1791 5r,c-r s 12. 25 CJ F3 0 7/' 3/CA 2 I.GART) OR '37223 Hone #: ontr-actot-.- ELECTRIC ,=57. `5 T0 AL ,5812 SW 29TH AVE REUUIRE-lj INSPECTIONS 1.15T CARIER WA 9&`1ZAb Wall Cover Elect' I Final lione 41- .206-487-3796 Llectl I Sev,vice et) #. . . 1.08797 'his pervit 15 issued subject to the regulations contained in the :pard Mufficipai Code, State of Ore. Specialty Lodes and all other f�-et-mittee Signati,tre .replicable laws. All work dill be done in accordance with 3oproved plans. This pervit will expire if work is not started -thin 160 days of issuance, or if work is suspended for sure —an 160 days. I SSLlpd IKI13 rALLAY ION ONLY--__._._._.__.._._._.__. _....___._..---_..._..._. _..__. the NLY-- ihe installation is being made on property .1 own which is not intend,-d for- ,Ale, lees a, or, --tent;. ildNER1 9 ST UNIATURE Dn'r[-, : ........._.__..._--CONTRACT'0P INc3rALLATION 16NATURE OF SUPR, ELECIN.- If LN93E NO. ....... --- 639--4175 Community Development ELECTRICAL PERMIT APPUcA fION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # .mss' - � Date Issued Phone (503) 639-4171 CITY OF TIOARD FAX (50) 684-7297 TL'D No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: TTT }f 4. Complete Fee Schedule Belew: Name of Development T Il1-16J 1�(or yk.t{��'j��= Number of Inspections per permit allowed Address /S Y /tJ 5u� �q C I �,T/ Service Inctuded Items Cost(ea) Sum City/State/Zip �l GCA 41-C%� �)1 i?cad�1 1 �t/Z�� 4a. Residential -per unit --T �/ 1000 sq ft. or less __ $11000 4 Name (or name of business)Vr_4 L (jl tach additional 500 sq.ft or _ �7]� portion thereof $2500 Commercial 1=J J Residential Limited Energy $2500 _ t El Each Mnnurd Home or Modular Dwellic;Service or Feeder $6800 2 2r? Contractor installation only: f 46. Services or Feeders r e _1nstallation alteration,or relocation I (�% 2 Electrical Contractor 11161y"/P1 �-B�L ,I� :00,4mn3 or less $6000 Address ,Z38'l7 2 ePV1 L—%e-- T 201 amps to 400 amps $8000 _ 2 City_-5 to G l State >_ Zip F01�� 4n 1 amps to 600 amps 0 00 � 2 amps In 1000 amps $18$16000 2 j Phone No. " 1,`FV '12 of o,er toren amps or vats $34000 2 ` jnh 11410Pr cnnnrst only $5000 2 Contractor's license 1:0. c. 't .w E.C— 927 OP 4c. Temporary Services or Feeders Contractor's Board Reg. N 10 Ir _ Installation.alteration or relocation Signature of Supr. Elec'n_1 - 200 amps or lose 2 20,1 amps to 400 amps $5000 License No.37,Y h r _ _ Phone No. 401 amps to 600 amps $7500 2 Over 600 amps to 1000 n ofir $100 00 —--- 2b. For owner installations: see"b"above 4d. Branch Circuits Print Owner's Name -_-.__-— _ New alteration or extension per pane Address a)The fee for branch circuits with purchase or service or feeder fee, r' / 2 Cit Mate Zi Y� �_- _�-- P _. Each hranrh rircuit � � $b CJ Phone No. __ _ _ b)The fee for branch circuits without The installation is being made on property I own which Is purchase of service or Feeder fee. 2 not intended for sale, lease or rent. First branch circuit $3500 _ ech addilioncl branch cirrud $51710 Owner's Signature _ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or Irrigation circle i $4000 __ 2 Each sign or outlina lighting $4000 _ Signal r,,cud(s)or a limited energy Please check appropriate Item and enter fee in section 5B. nr.oal,atteratlon or extension $40 Oo 4 or more residential units in one structure Minor Labels(10) $10000 _Service and feeder 225 amps or more _ System over 800 volts nominal 4f. Each additional inspection over Classified area or structure containing special occupancy the allowable in any of the above as described in N E C Chapter 5 Pew umspechort �_ $3500 her hoop $5500 In Plast _ $5500 Submit 2 sets of plans with application where arty of the above apply. Not required for temporary construction services. 5. Fees: NOTICE 51 Enter total of above toes $ - 5%Surcharge (.05 \f(,!gl fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION subtotal $ 2,-, � AUTHORIZED IS NOT COMMENCED WITHIN 190 DAYS,OR IF 5b. Erter 25%of line A foi CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR plan Review If required (Sec.3) $ A PERIOD OF 190 DAYS AT ANY Tlfx'-At-TER WORK IS &ibtotal $ _ COMMENCED. �^ ❑ Trust A,rount # $ Balance DIP $ ry' l:/ TY LW l J.lriftl l� I l.t: fl!1 IIF I'IIYMt-N'T kt-l.a- II-!1 hh1. f;}IH{I::K Nh'11.1tJN 1 � ' ! t hlf•iX I M h.L_1,=1:1 HU, t;t t43N f a'Il ltlhd i aif I it 1 ! e P38120 i:}91't°1 W BRIF:%R WA :,t.f111.)tV11i'll11V r 980 4 — j''! Flbit]iJPJi FHalA.1 F'tIKI't+,;t lit s'W(Mt-141 IIMC:UNi 1•'Illfo ;-145. Ole) !;1. F+1.1.t�. F, 1'F.t. I I I l I I i ' ' -410 1•W 1411 1 ' 11.. FI-j-y I I 1 111 1.11.- AMIJ11N I F•R I►i C17Y OF TIGZARD PERMI'1 U#. . N.. . . RMF'I Mq& -0OAr COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 0 /ter/96 13125 SW Hall Blvd,Tigard,Oregon 97223.8199 (503)639.4171 PARCEL: i_:t~i 1 1 0DB--0@702 SITE (ADDHESS. . . . 15410 bW 1-1F4LiFiL HWY SUBDIVISION. . . . : ZONING: C-G PD BLOCK. . . . . . . . . . . 1-0 T. . . . . . . . . . . . . . GLASS OF WORK. . -NEW GARBAGE D; Se'OSALS. : 0 MOBTLE HOME SPACES. : 14) TYPE: OF USE. . . . :CUM WASHING MACH. . . . . . : 41 BHCKF'L..OW PRE VNTIRS. . 0 UCCUPHNGY bRP. . :b FLOOR DRAIN'i. . . . . . . 5 TRPOS. . . . . . . . . . . . . . . 0 S [.)RIES. . . . . . . . : 0 WATER HE:AT''_RS. . . . . ; 1 CATCH BASINS. . „ . . . . 0 FIXTURES- LAUNDRY TRAYS. . . . , : 0 SF RAIN DRAT NS. . . . . : III :;INKS. . . . . . . . . . : 0 UR I NfILS. . . . . . . . . . . ; 0 GREt:-S TR��t-'S. . . . . . . . LAVATORIES. . . . . : 1 OTIIiaR h"1X FURLS. . . . : G TUB/SHOWERS. . . . : N SEWER LINE (ft) . . . : 0 Wr-I I FSR LI_OSETS. . : 1 WATER LINE (ft � . . . : @) 1)1 SHWASHERS. . . . : 0 RFI I N DRA I N (f t) . . . : 0 New constr,_rrti.on o-r gs.lirk 1'_rbe frr_ri ,ding caner : -___.___ ..______._------_._____-_---._________...______. .___.__-• FEES ---------- 13 V .__-_-__-_13D LUBE type amo'.int by c,ate rec pt 1.-;b4 `-1KYE PrIRKWAY PRMT $ 1c6. 00 B 07/22/96 96- PLCK $ 31. 50 B Ci l/ac '96 `:)6•- WEi3I l._INN OR 97068 PICT $ 6. 30 B 01/22/96 9b_ Flhone #: 699.-43365 bUNSET PLUMBING/GARY LONG 0--'90 SW L-ANDAU IUARD OR 97223 Pl-lorie #: 503--245--4^,:'6 $ 163. 1130 1'01PL Reiff #. . . 90,` 29 --- REQUIRED J'NSPEE 7 I UNS --- --___ This permit is issued subject to the regulations contained in the Water Ling lnsp Tigard Municipal Lode, State of Ore, Specialty Lodes and ail other I op---oi_it In sp eppiicable laws. All work will be done in arcardance with RF'/B,ickflow Pr—ev ..- approved plans. This permit will expire if work is not started Ficial Inspection within IN days c` issuance, or if work is suspended for more than 160 days. r i_le1..mittee Eby: 7V�Quv all far^ inspection - 639-4175 i ' I'J / i",-cif, ,,1)I l t j 710196 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. ' 1- 13125 SW Hall Blvd. Permit # -cy Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE I New Single Family Residences Only Job r� ❑ &BATH HOUSE $140.00 ❑ 2 BATH HOUSE$195.00 ❑ 3 BATH HOUSE$225.00 Addre55 GMenM. ca Fee includes all plumbing fixtures ir,the dwelling and the first 100 feet of water service, sanitary sewer and storm sewer. See fees below FIXTURES _ QTY PRICE AMT Sink goo M''"°/01i' "°"• Lavatory 9.00 ''r Owner Tub or Tub/Shower Comb. 9.00 Shower Only 9.00 Water Closet 9.00 <, """•'«"•^•°'°uini'•' Dishwasher gm Garbage Disposal 9.00 Occ�Nant M•Fo s«• �•°. Washing Machine 900 Floor Drain ry 9.00 ^"'• -0 Water Heater 9.00 Laundry Room fray 9.00 w"• l 11 Urin 1 900 1 Other Fixtures (Specify) c r�rt'h 1 9.00 �1� M.AnG M,k•u 4,m. ,ontractor . , 9,00 c r. S W\\ 1-_.U_Y 1 1 _�t _L 9.00 ,;,ryr91.0 zip , ` 1 � fit. 9.00 / r�t�Q.Y Cl Cx Y cl,l:} 3 Sewer 1st too' _ - 30.00 """ T""' Sewer-ea. Addit. 100' 25.00 Water Service 1st 100' 3000 I hereby acknowledge tha' I have rea J this appliration that the Water Service ea. Addit. 200' 25,00 information given is correct, that I am the )weer or authorized agent of the owner, that plans submitted are in cr,rrtplianca with Stave laws, that Storm &Rain Drain 1st 100' 30.00 am registered with the Construction Contractors Board. th^t the Storm &Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State regist,ation. please give reason . 'ow.) Mobile Hone Space 25.00 Back Flow Frevention Devico or Anti-Pollution Device 9.00 0"' '""r«'0" 1 JO• Any Trap or Waste Not (. Connected to a Fixture 9.00 Descrbe w6rk iew Q )WitiotiCJ alt on Q repair Q Catch Basin 9.00 !o be done residential Q non-resident0JO Insp. of Exist. Plumbing -0.o0/hr Specially Requested Inspections 40.00/hr Existing use o. Rain Drain, single family dwelling 30.00 building or property _ _ ,! Residen ial backflow prevention devices 15.00 Proposed use of —"— building or property _ — *(Except residential backflow prevention devices) NOTICE *Minimum Fee $25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION r• AUThORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5% SURCHAR3E 7ONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED -- ---- ---- OR A PERIOD Of- 180 DAYS AT ANY T'?AE AFTER WORK IS r'-AN REVIEW 25% 5 J COMMENCED OF SUBTOTAL 1OTAL �(CS Sr Dvial Conditions __ Date issued by ` _ bhWt-K L.;UNNhU I I EJN P E RM I T' PERMI'l- #. . . . . . . : SWR96-07,41, CITY OF TIGARD DATI� ISSUED: 07/22/96 COMMUNITY DEVELOFMENT DEPARTMENT 113112�1.�LW jt!PAW.Tigard,Or. 'gon 97223081 c5p?.)?39-41 T,I I i j0 b'JLJIJ IV 1 S I C04. . ZONING: C-G 11, RI-OCK . . . . . . . . . . LOT.. . . . . . . .. . . . . . TENANT NOME- :;'AL V 01-1 NE 'i n t". NO. . . . . . . . . . ' FIXTURE UN11-6. . . 21 A IILP:,; OF WORK. -NEW DWELL 1 NG UN I TS. I YPL OF Uc..)E. . . . . :COM NO. L -- BUILDINGS: 0 IIV: TALI_ TYPL. . . . :BUSWR IMPERV SURFAI-J- 0 Sf kema,-ks : New constr-Ltction of qLtick I.Ltbe bliildinq U4nei,: FEES BL) LUBE type amol-int by date r-ecpt BKYL '-,QriKWAY PRIM' $ 4401/1. 01a B 96- I NbP $ 4;;. 00 JA 07/22/96 96- WLbl LINN 0P 970t:iB 1--1.1-lone #3 (a49-8365 LONFRAC-fOR NOT ON FJLE Phone 4':45. 1110 TOTAL REQUIRED INSPECT-IONS Thi; Applicant agrees to comply with ail the rules and reguiations Sewer, IT-spection of the Unified Sewage Agency. The permit expires 186 days from the date issued. The total amount paid will be f�, eited if the permit expires, The Agency does not guarantee the ,curacy of t;,e side sewer laterals. if the seer is not Joca-;pc at tine meas-ji;ient given, the installer shall prospect 3 feel; in all directions from th2 distance given. If not so Incated, the in5tallp- shall purchase P "Tap and aide Sewer'- Permit and the cy wili r a lateral M 1.t t e P AA QI a I i f-o r, inspection .•,9. 4175 I-_ J m Commercial Buildiog Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: i r' �� Po ( K� E �/,T1�[)ilsr� Suite# Office Use Only Tenant:6v I,U � _ Planck/Rec # Valuation: Permit#—.A( _ Owner: tviap ° TL # Address: Approvals Required __ — ----- Planning _ _Y Phone: —_ Engineering Other Contractor: Address: Type of const: _ Occupan-,y ,Igss: Phone: Sprinklered? Yes No Contractor's ;icense # _ (attach copy of current Oregon license) Sq. ft. of project: _ Contact namF & phone: _ Story (1st, 2nd, etc.) _ Proposed use: Architect/Engineer: Previous use: Addy ess Note: Plumbing & mechanical plans _ must be submitteti at time of building permit application. Phone: _ JOB DESCRIPTION. Applicant Signature & Phone number Receiv?d by: __ Date Rece,ved: Permit ,ft" Account Description Amount Amt. Pd. Bal. UoN Bldg. ?ermit (BUILD) Plumb. Permit %?LIJMB) Meeh. Permit (MECH) — State Tax (TAX) Bldg: _ Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) �+l �'� -) "" t-IL�tlo Sewer Inspection (SWINSF) Parks Dev Charge (PKSDC) Residenfla: TIF (TIF-R) Mass Transit TIF (FIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-I1 _ institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS` Erosion Cntrl Permit (ERPRM"f) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: ` Accumulative Sewer Tally Tenant Name: �� IV, -Tb This S VR# Address: II .! d t \C 1' This PLM#:_ Fixture Value Previous Previous Credits CappEh tures Ne%,totn' New # Value Capped off valub added #s total Count off#s count value values Ba tistry/Font 4 Bath-Tub/Shower 4 - icuzzi/Whirl aol 4 _ Car Wash - Each Stall 6 -Drive Through 16 CuspidorANater Aspirator 1 Dishwasher-Commercial 4 _ -Domestic 2 _Prinking Fountain 1 I __tye Wash 1 _ Floor Drain/sink-2 in.n 2 ID 3 inch + 5 4 inch 6 _ Car Wash Drn 6 Garbage Disposal 16 Domestic(to 3/4 F•IP) _ Comme cial to 5 HP) 32 _ Industrial over 5 HP 48 Ice Machine/Refrigerator Dra'-is 1 Oil Se Gas Station) 6 ' Rec. Vehicle Dump Station Shower-Gan Per Head 1 _ -Stall _ 2 Sink-Bar/Lavatory 2 Bradley 5 Commercial 3 _ _ Service 3 Swimming Pool Filter 1 _Washer- Clothes_ 6 _ Water Extractor 6 Water Clos^f-Toilet 5 Urinal _ _6 TOTALS T,)tal fixture values: Z% divided by 1E__ �� EDU Z HISTORY k) PLM# _ EDU# SWR# PLMI _ EDU# SWR# PLM# EDU# SWIG# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# _ EDU# SV.'R# PLM# EDU# SWR# i\dsts�nnd\sw(Wv.doc _�- — I()y W., 46- i�,H I ?Nlvl c I wk 1,: MO NAME WEE 1. HAN WWI fit'; 4 t4WY POW CITY OF TIGARD BUILDING INSPECTION NOTICE Ins ctio7i Line: 639-4175 Business Phone: 639-4171 Footi Rain Drain Cover/Service FINAL: I Foundation Water Line Ceiling -Plumb. PosZ/Beam Mach. Shear/Sheath Framing -Mach. PIbg.Ut,u/Fir/Slab Plbg.Top Out Insulation -Elect. Post'Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: — �� __ Date: A.M. P.M.,_— ntry: Address: , Tenant: _. S : MST. BLIP: Con/Own:. QCLA9_�� l-8�2 v MEC: PLM: __— ELC: T EFOLLOWING CORRECTIONS ARE RECIVRED: ELR: 1 ��.i1—vim.-..�e►� _ �-ti --_�. Insp r: VIIJU _ Date: APPROVED _—DISAPPROVED/CALL FOR REINSP. CF CO t� I i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 15`6oting, Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/She Jh Framing -Mach. Pibg.Und/Flr,'Slab Plbc.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: __ I k ( $- Date: rl <._ A�IpI:),%��P.�11Entry: Address: Tenant: X. Ste:___ MST: - BIJP' Con/Own:_ _;' c ,4g MEC: PLM: CLC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ 42 I Inspector. —� b _---v_ Date: ' / .APPROVED .t—_VSAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NO'T'ICE Insp6t tion Line: 639-4175 Business Phone: 639-4171 Footing Rdm Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb Post/'Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-In Gvp. Eid. -Bldg. San. Sewer Gas Line, l /) Appr/Sdwlk Reins. Other: V Q. 'C�t`l`-Ty�_-�'�d .0 Date: A.M. _P.M. Entry: Address: - Tenant --_ C _� Ste: _ MST, - BUP Con/Own: MEC: PLM: — -- PLM: ELC: THE FOLLOWI"G CORRECTIONS ARE REQUIRED: ELR: G ,f Inspector _._ Date: FPROVED _DISAPPROVEWCALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover ervic FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach Shear/Sheath Framing -Mach. Plbg.Und/Flrr;ilab Plbg.Top Out Insulation -Elect. Post/Bea-oi Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line k.ppUSdwlk Reins. `�- � �- Othrs: r - Da'e: A.M._]T P.M. -Entry:_ -- TFnant:_ Ste: _ MST: BUP: _ !;on/Own: �„`_ MEC: _ PLM: ELC: THE FOLLOW!"'G CORRECTIONS ARE REQUIRED: ELR: --�.�D_4 inspector2�_:4.00 e- � _ Date: Z APPROVED ..—DISAPPROVED/CALL FOR REINSP. CF CO - E:LECIRICAL PERMIT CITY OF TIGARD DATETISSUED:C96-0430 07/01/96 COMMUNITY DEVELOPMENT DEPARTMENT 13126 BW H&H Blvd.Tigard,Oregon 9722398199 (603)630-4171 PARCEL: . 51 10D8-0070` 91 T E. iiDDREISS. . . . 1 .i .I.iii .`�W I AC 1 I l(: HW Y' SUBDIVISION. . . . : ZONING:C-G PD BLOCK. . . . . . . . . . : L01.. . . . . . . . . . . . . . Project Description : installing one temp. service or feeder to 200amps. __....-•-----•-------------- ---RESIDENTIAL UNIT---- ---TEMP, SRVC/FEEDERS----- -----MISCELLANEOUc-•----- 1000 SF OR LESS. . . . : 0 0 200 amp. . . . . . . : 1 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . ii 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401. - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+a1T1ps 1000 volts. 0 MINOR LABEL ( 10) . . . : 0 _ _..__SERV I CE/FEEDER -•-__.__ -----BRANCH CIRCUITS----- ..---ADD' L INSPECT IONS—- - ONS--.--- - 200 amp. . . . . . : 0 Wi5ERV10E OR FEEDER: 0 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . . : 0 --------.-____.__.___PLAN REVIEW SECT ION_ 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR > = 225 AMP'S. . : CLASS AREA/SPEC UCC. : Owner. ------ -______----•-- ----..__._-____-. ____.___-__--_--•__-- FEES ------------____-- VAl_VALINE QUICK LUBE type amol-int by date recpt 1354 SKYE PARKWAY VIRMT $ 50. 00 CJS 07/01/96 96-231218 5PCT $ 2. 50 CJS 07/01/96 96-281218 WENT t_INN OR 97068 Phone #: 699-6365 Contractor: ---______-•----______..__._-_---________.__.___---___.._-_---._______ ____.._______-- MAXIM ELECTRIC $ 52. 50 TOTAL 23812 9Mh 29TH AVE ---- REQUIRED iNSPECTIONS - ----- WLST BRIER WIZ 98206 Elect' 1 Service Phone #1: 206-487-3796 Elect' ] Final Reg #. . : 108.797 This perait is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Permittee Si.gnatr.ire applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance. or if work is suspended for inure than 188 dsys. 1 s sI s L ------------------------OWNER INSTALLATION The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: DATE: INSTALLATION ONLY--- ----- -______.__._-•--•-.--_ SIGNATURE OF SUPR. ELEC' N: DATE: L 1 CEN3E NO: Call for inspection •-• 639-4175 i i Community Development ELECTRICAL PERMIT APPLICATION 13125 SW H:_,II Blvd. Tigard, OR 97223 Permit # E�-C Date Issued 7 i Phone (503) 639-4171 CITY OF TI�ARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection 503) 639-4175 1. Job Address: 1 1 4. ,Complete Fee Schedule Below: Name of Development Y (✓Y Number of Inspt,ctions per permit allowed Addres"__ t �(L) 3C� VL1 Service included Items C(,st(ea) 31 City/State/Zip__ {_(�'C��'' l��h� 0� 4a. Residential -per unit —� 1000 sci H or less $11000 4 Name (or name of business)_ T(/tLI K Fachadditional 500so it or 42500 portion Ihereo} _ l � ` Residential �_� Landed Energy $25(10 t Commerci,r -- Foch Manul'd Home or Modular Dwelling Service or Feeder $69 u0 J_ 2 2a. Contractor installation only: 4b. Services or Feedem ,,n�,; l—_ t Installation,alteration,or relocation 2 Electrical Contractor— f�1 `�c �_ 200 amps or less $6000 Address -1? �q — c� �� 201 amps to 400 amps $80 t10 2 —�--- $1200) 2 I �nf p— �.._T 401 smps to 600 amps City-_Vj a State L Zi ��L'f� — 2 601 amps to 1000 amps 5160.rA Phone No. _;�o 11�49-0-__,W2�4— _—__ Over 1000 amps or volts v $14000 2 Job NO. Reconnect only $5000 _ 2 contractor's license NO _ ( � .. 4c. Temporary Services or Feeders Contractor's Board Reg N g _ f�� I Install,0on alteration or lelocahon �, ` "' Signatui e of Sup,-. Elec'n _ 200 amps or less -- , z 201amps to 400 amps $5000 License No_ 130(-5 _ Phone No277_0 -7- �3f`X 401 amps to 600 amps _ $7500 --- 2 Over 600 amps In 1000 volts $t00.00 --- 2b. For ow„er installations: see"b”above 4d. Branch Circuits f3rint Owner's Nan1C New,alteration or ex'enslon per pane Addressa)'rhe fee for brunch O CU"S with 2 C I t — v purchase of service or feeder fee. y _-- State -- Zip -- Each branch circuit $500 Phone No _ _ _ b)The fee for branch circuits without The installation is being made on proppr+y I of n which is purchase of service or feeder fee. 2 First branch circuit _ $35.00 _ 2 not intended for sale, lease or rent. Fach addllloial branch circuit $500 — Owner's Signature_ - 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or Irrigatbn circle $4000 2 Fach sign or outline lighting $4000 Signal orcult(s)or a limited energy 2 Please check appropriate item and enter fee in section 5B. panel,alteration or extension $40 00 _ 4 or more residents units in one structure Minor Labels If 0) $10000 _ Servir.P ind feeder 225 amps or more 4f. Each additional Inspection over ystem over 000 volts nominal Classified area or structure contain ng special occupancy the allowable in any of the above $3500 as described in N E C Chap'er 5 Per inspection _ Per hour E55 OC _ In Plant _ $5500 Submit 2 sets of plans with application where any of the above apply Not required for temporary construction services. 5. Fees: 5a. Enter total of above fees NOTICE 5%Surcharge (05 X total fees) PERMITS PECOME VOID IF WORK OR CONSTRUCTION Subf—at y �. AUTHr.,r.1ZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 251, of line A for CONS1RUC TION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Reviev, if rear . .,i (Sec.3) $ s ?> A PERIOD OF 180 DAYS AT AN"TIME AFTER WORK IS Subtotal $ COMMENCED wmmcom4.rear ❑ Trust Account # Balance Due ) a S� s LlJY OF TICIIWIP Pl t'F 1I'i 17 NO. (-iMl.)l INT CA(lil f-IMCILJN t 3 4ME MAXIM F."LA'.-A-"I R 11; PAYME,N 1 DMI 1/96 WWRESF; L)f�F) V 1. 1011EIR WA I 1AY14"N I �MOLJNI P4.41 D PURPWA- (it, P110111"(11 IMI KIN I V,"11) Ito I LC' C,-0430 P5410 SW PACIFIC" H14Y mitil. AMOUNt PAW BUILDING PERMIT PERMIT #. . . . . . . : BUP96-0066 CITY OF TCARD DATE ISSUED: 06/17/96 COMMUNITY DEVELOPMENT DF.! ..Fi rMENT 13121)SW Hall Blvd.Tigard,Oregon 97223*319() (503)639-4171 PARCEL: 10DB--0070_` SITE ADDRESS. . . : 15410 SW PACIFIC HWY SUBDIVISION. . . . : ZONING:C--G PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . ------------------------------------------------------------------------------- REISSUE: FLOOR AREAS------------ EXTERIOR WALL CONSTRUCT) i0i CLASS OF WORK. iNEW FIRbr. . . . : 1599 sf N- St E: A- TYPE OF USE. . . :C0ly1 SECOND. . . : o sf PROTECT OP'ENINGS?----------- TYPE OF CONST. :5N . . . 11 0 sf N: 5: E: W: OCCUPANCY GRP. :B2 'TOTAL-----11 1599 s-i' ROOF CONST: FIRE RET? : OCCIJ►-IANCY LOAD: 17 BASEMENT. : 1499 sf AREA SEP. RATED: STOR. s I HT : 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSPIT?tY MEZZ?.- REUD SETBACKS----------- REQUIRED------------------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT : Ir ft FIR '")PKL:N SMOK DET. . :N DWELLING UNI-Ts, o FRN,r: o ft REAR: 0 ft FIR ALRM:N HNDICP ACCIY BEDRMS: 0 BATHS: 0 IMP, SURFACE: 1173 PRO CORR:1\1 PARKING: 0 VALUE. $: ..000 710 . L Remarks: New construction of ql.tick ll.tbe building Owner: FEES BD LUBE type amount by date reept 1354 SKYE PARKWAY PILCK $ 443. 95 BON 02/21/96 96-276117 FIRE $ 273. 20 BON 02/21/96 96-276117 WEST LINN OR 971216. P,Rm,r t 683. 00 B 06/1'7/96 96-280668 Phone #o 699-8365 5PICT E 34. 15 B 06/17/96 96—E3,21668 EROS E 64. 00 B 06/17/96 96-281D668 Contractors $ 20. 80 B 06/17/96 96--260668 JOSEPH HUGHES CONSTRUCTION ERPIC $ E1.0. 8111 B 06/t*7/96 96-280668 7035 SW HAMPTON TIF $ 0. 00 B 06/17/96 96—,280668 TIGARD OR cj7223 Phone #: 620--8134 f 1539. 90 TOTAL Reg #. . : 045645 ---- REQUIRED INSPEcrIONS This persit is issued subject to the regulations contained in the StrLic Steel Insp Structural mason Tigard Municipal Code, State of Ore. Specialty Lodes and all other Reinf Steel Insp Appt-/sdwlk Insp applicable laws. All work will be done in accordance with Slab Insp Final Inspection approved plans. This perait will Pxpire if war'. is not started Masonry Insp ------ within IN days of ittum, or if work is suspended for sore Framing Insp than 189 days. Insulation Insp Shear Wall Insp Gyp Board Insp ------- SiAsp Ceilng Insp Permittee Si ati.lre : Bolts in c--oncret SMRF welds final Issi-ted By., I (jAll 11 y ---—----------- Stri-icti-tral weldi Call for inspection — 639-4175 he Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. /•. 9 v x d'? ? z 3 x r S � y Tigard, OR 97223 q 7 .2 x j�v < Li , I (503) 639-4171 l C` Jobsite Address: Tenant: _ Suite# Office Use 0111y Valuation: Planck/Rec # —LIP`_ y�� Cj � ,/ T Permit Owner: fl, Wap & TL # Address: `��kt'k Approvals Required —0 Planning Phone: L3 6.S Engineering T 1 Other Contractor: C o Y) S T. I7 oc_'C Address: 2 LU / I�..J ct wi to o I Type of const: S Oc e e 1 c c.k Occupancy cla!;s: Phone: Sprinklered? Yes No Contractor's License # _ (attach copy of current Oregcn license) Sq. ft. o° project: t �Y 9 Contact narrie & phone: Story (1st, 2nd, etc.) Sj;I V Odd,,,y, o NT' -t Proposed use: . k � ` Architect/Engineer: (,IJ i 1 F r h_� a-LEt t t Previous use: _Lvl Address: Ly(,a I S LLQ K lLy v C Nate: Plumbing & mechanical plans PO r I i Ica '. r>{ , 1/t cL 7 •� �' 1 must be submitted at time of building permit application. Phone. JOB DESCRIPTION: IL lets_L! u � �; k L, 6c I r1 i f �t1cL d l Ol�°Na�f k 1 t l r_ ulto- a uir nk�� 1��A,,,, �� e��+nr�GCorp�rtn� ; , f�r V-�,�o 1V)rNtw1A�t t-L L tre(/ a, 6L 6,22 X36 5 Applicant Signature & Phone number Received by: ��l �;V�'�t �` _�� Date Rec,ived: _ Permit# Accoant Desc..-ipdor: Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ Mech. Permit (MECH) _ State Tax (TAX) Bldg: Plumh: Mech: i Plan :heck (PLANCK) BIdS: Plumb: Mech: Sewer Connection (SWUSA) Sewer In3ppetion (SWINSP) _ Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TI z-M ) Commercial TIF 171F-C) Industrial TIF (T',F-1) Institutional TIF (TIF-IS) _ Cf`�ne TIF (TIF-0) Water Qual':y (WQUAL) _ Water Quantity (WCUANT) Fire Life Safety (FLS) R) Z ?3. - _ Erosion Cntrl Permit (ERPRMT) G Y Lt Y Erosion Planck/USA (ERPLAN) E-osion PlancK/COT (EROSN) '7J TOTALS: J5 ---A — S 1 TE WORK F �.l-TY QF T i iGARD PERMIT #PERM. 1. . . . . . . : SIT96-0005 COMMUNITY DEVELOPMENT DEPARTMENT DATE: ISSUED: 06/1'7/96 13125�M Hall Blvd.Tlgard,Oregon 072:3.8100 (503)1539-4171 PARCEL: 2S 1 l ODB-00702 SITE ADDRLSS. . . : I tJ41 r11 :rW PAC:I F I L: HWY SUBDIVISION. . . . s ZONING: C-G PD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : .-.___ TYPE OF WORK: NEW PAVING?. . . . . . . . . 4Y__.___-RESO. - __-------�-_ AC). a EXCV VOLUME: 0 cy GRADING?. . . . . . . .. N VALUE. . . $: 500012, FILL VOLUME: 0 Cy LHNDSCAPING" . . . . : Y ENG FILL?. . . . . . : N SITE PRL=-- . . . . . . : Y SOILS RPT REOD?: Y STORM DRAINS'?. . . - Y IMPERV SURFACE: 9473 sf Remarks : Site permit for 1482 sq. ft. building Owner: _.._.___.____..___.____.__.___.----_-____._______--------_________ FEES BD LUBE. type amount by date recpt 1354 SKYE PARKWAY I'LCK $ 183. 95 BON 02/26/?6 96-276117 !SWM $ 358. 9:3 B 06/17/96 9E -2806r,f� WEST LINN OR 97268 PRIYT % 283. 0* B 06/17/96 96 280666 Phone #: 699-8365 5PC.T a 14. 15 B 06/17/94 96-280668 EROS $ 60. 00 B 06/17/96 96-280668 Contractor- _____.____.______.___.-_____.__.____.--ERVC * 2='6. 00 B L46/17/96 96-280668 JOSEPH HUGHES CONSTRUCTION LRPC $ 26. 00 L+ 06 /17/96 96- 280668 7LI35 SW HAMPI ON SWM $ 102. :::7 B 06/17/96 96-280668 TIGARD OR 97c_'23 ------------------------------------------- Phone ----------------------------.-------__.._.Fhone #: 620-813 ► $ 1074. 30 TOT r4L. Reg #. . : 045645 ------- REQUIRED INSPECTIONS -------- This pereit is issued subject to the regulations contar,.,d in the Er-onion Control Tigard Municipal Code, State of Ore. Specialty Codes and ail other Excavation Insp applicaLle laws. All work will be done in accordance with St rm Dr•a i n Ins r approved plans. This pereit will expire if work is not started San Sewer Insp _...... within 180days cf issuance, or if work is suspended for sore Sprinkler, supply than 180 days. Domestic water I Fire system test Mi sc. Inspection Final nspect iarr R e r m i t t e S I- e r a t r.1 r e: Issued B y: Call for inspection - 63c,---41-75 ' Commercial RuildingPermit Application City rif Tigard 13125 SW Hall Blvd. Tigard, OR 97223 �qb (503) 639-4171 Jobsite Addre9r.: -C_c1Lt Office Use Only Tenant: .]��_. � y c� � � u C Suite # _ Planck'Rec # L valuation: 1S- (> . f Permit # 1� 1/r Owner: r) n I-,-) kit-, _ Map & TL# vr,l (r, ;-- Cep 7�z Address: S __A Approvals Reguirel Planning ILL) 00214 Phone: (�c/ �� ' tL� -`� __. - Engineering Other Contractor: - c c` c.' ;"S�� .LS I Address: to 0o lnn41'�r Btnnl�y (�dr� /S � T I�}1, 1 e of const: l vii r 1 f a ►n�Jt � Lr% r�- � -2-2 Type �a.►�c t r /✓ f c' ::occupancy class: Phone: I (� Sprinklered^ Yes i No Contractor's i_icers3 (attoch copy of current C re aon license) Sq. ft. of project: _ Contact name & phone: M11kC 6j-j6 i V4 L1 ` 7lOL' Story (1st, 2nd, etc.) / 5 rei j L!L/14,11 rcl,„ 1 r Prc posed use: f',�, J1- _L.,, -c-, Arr.hilecUEnglneer: _�,,(lc .I I('� 4�_-L,—ic--' �� ,,�.,:t�__ Previous use: All) ►., P,ddress: 'y 1"a 1 - ' Note: Plumbing & mechanical plans t f•c��,�� C� l� C17 t / ML'st be submitted at time if building permit application. Phone: ��i '- - c'�2 2 � 10B DESCRIPTION: ,Stl uc � g 14 j ��u l k 1 (? 7,c,s, t j_ rQ W C Wggaje Applicant Signature & Phone r nber Received by: ll 1•�+�`-� �a `^"� Date Received: I - Permit # A count DescripUon Amount Amt. Pct:- Bal. Due Bldg. Permit (BUILD) 11 ( f' Plumb. Permit (PLUMB) Mech. Permi (MECH) State Tax (TAX) Piumb: Mech: (Jlar. Check (PLANCK) `I C� Bldg: Plumb: Mech: Sewer Connection AWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-(.') Industrial TIF (TIF-1) _ Institutional TIF (TIF IS) Office T'F ('i IF-O) _ (Wates Quality, (WQUAL) 0 2- Water Quantity (WQUANT) i Fire Life Safety (FLS) M Erosion Cntrl Permit (ERPRMT) -LL >v ✓— Erosion Planck/USA ;ERPLAN) _ �ell Erasion Planck/COT (EROSN) TOTALS: 11 J I I t11 viwhlhI I'll 96. 1, NOW n or) L.014%, 1315,4 "')IJ,V I,- 14"W VI11111- L (1'6r 1 1 WF-'M* IANN 104 Ili u;,Iyif,Il11.4 OF' PPYMN1 (JMI H IN I I MI I D JAW Ulf RM 3 0 1+,`1-J UUMITY PACILITY VVlIvV`. , ' 1 1. "I I it.!I it,$I i I y I 111 11 L.W.i!•*J ON CON I'M RM I I1 1.1- 00. :-11 00 V.14111il(M CONTHOL ol I 1 #40 `-il . HIJ11.1) Pf.'Rti�F. kil Wit III I A,it AA0 1,40.)IJIUN it 1"41.V) SW I 11- 1 1114 Jun-06-96 08: 34A BD LUBE 503 699-0735 P_02 06/06/96 09:31 U503 E44 7297 CITY OF TIGARD UO2,002 .�...�.�.� Date: ��, Project:JI�L Tax Map: COT JN'I ( IDE Lot No :_ _ TRAFFIC IMPACT FEE File No. _ PROJECT SUMMARY PROJECT SUMMARY Proposed use: AU-t"u w,d+1 V&-- ��J I k Lv .��.J C Project We: /y 9 3 sa, Fr gkd Estirnatad Number of Employees, Estimated Number of Deliveries: Estimated Number of Customers: ��S�C,a_�sy C3 bar✓ PrO)emed Project Trip Generatim: Examples of Sirrilar Projects (Ncts:Thase can be in cltw jurisdictions If applicable. Please include location.): i?ciUO ger JAY 3 Tvala� ��-- �! �ctv f�hl� 10 Fra+10ti / y►nirtrl.— I, r-e d ,representing ba do hereby state that ft above iniormation is an agate representation of this project. —kl' a , &16 1(i (, Signature Dat6 Address— r, . Elx 1t»tit tle DATE: PIANS CHECK NO.: (q " �c1 ' (_ 1,v )i. PROJECT TITLE: COUNTYWIDE ! II, TRAFFIC IMPACT FEE APPLICANT: WORKSHEET .,1 A . C 1 of (FOR NO1 -SINGLE FA14ILY USES) MAILIN ADDRESS' AIr r I . CITY/ZIP/'HON ; RATE PER (' \",\ LAND l!SE CATEGORY TRIP TAX MAP NO.: r RESIDENTIAL $159.00 `� I c) 7D Z. BUSINESS AND CNIVIER IAL $40.00 SITUS NO.ADDR�SS: 1 ff II OFFICE 14 INDUSTRIAL $153.00 INSTITUTIONAL r $66.00 PAYMENT METHOD: CREDIT INSl TU'IONAL ONLY: BANCROFT(PROMISSORY NOTE) LAND USE CATFGORY ESCR'TMN OF USE rEEKDAYAV(l TRIP RAT WEEKENL AVE TRIP RAT DEFER TO OCCUPANCY BASIS:�V�� pp��CG(�� YC� S rr C�� S CSI I ��Ifv�Cli -�� wAA A n I(_MA kut r n� �^w\ I �� 'S X U = I l o .t_.__ o C>7 CALCI LATIONS: PROJECT TRIP GENERATION: FEF.: ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: ROAD AIWIT: TRANSIT AMT. PREPARED BY: CC: WASHINGTON CO'1NTY TIF NOTEBOOK }OTRI 1i}l 0 Form 31) ' COMPONENT PERFORMANCE PATH � Heated 1. Above-Grade Walls-Code Maximum Up from Table 3g. Enter here and In cell 3(c)and 4(r,) Building 2. Roof/Ceiling-Codi Maximum Uo from Table 3g. Enter here and in cell 5(c) "Enter the average U•values from (a) (b) (c) (d) (e) (f) Works'7eet 3d Into Building Area or Code Max. Actual Target UA Actual UA cells 3(d),4(d)and _Component Len th U or F U°or Fb•0 b x c b x d 5(d). 3. Windows and Glazed Doors �S ftz •3 0• � _ 6 °For a slab with 4. Above-Grede Opaque Walls&Doors C ft2 the min.Insulation _ I Cva__ 0 level(Table 3g), 5. Rcofs and Skylights ft2 v r' enter 0.58 into cell _- / r✓ 5 �� 7(d).Otherwise, r enter 1.34, o. Floors over Unheated Spaces 3ft2 0.28 O. O '5� _ 'For an heated 7. Unheated Slab on Grade Hoor ft 0.58 0 O - - . slab with the min. 8. Heated 31ab on Grade Floor p ft 0.900 Insulation level, -- enter 0.90 into cell 1 9. -"arget and Actual UA.Total columns(e)and(f) 2 fib 272 8(d) Otherwise, -enter 2.73. 10. Enter"Y"if the Actual UA of cell 9(())s less than Target UA of cell 91e). Otherwise, redesign C001,:d 11. Summer Design lbrnperature from Table 3g,OF -Pic; building 12. AT.Subtract 75°F from line 11.Enter here and In cell 15(d) dEnter the - average U-value 13. Solar Factor from Table 3g.Enter here and in:ell 18(d) _ 1 , of the windows, 14. Above-Grade Walls---Code Maximum OTTV from Table walls,and doors 39 SG' from Worksheet 3d. (a) (b) (c) (d) (e) (f) Building Area Actual (b)x(c)x 'Enter the Component _(sf) U-value° I A TDe ° [(d)or(e)) average TOEo 15• Windows and Glazed q from Workshkshed Doors t✓ 16. Above-Grade Opaque Walls&DoorsZ�J(�2 'Enter the average 17. Total colum- (b) SC-value of the _ windows from (a) (b) (c) (d) °• (f) Worksheet 3d. s Building Area AVal Solar Component sf SCe' _ Factor b)x c x d 18. Windows and Glazed Doors ( d, g .,•� ,.. , - ZOg3S 19. Grand Total.Add cells 15(f), 16(f)and 18(f) 20 Actual OTTV. Divide line 19 by cell 17(b) 21. Enter"Y"if the Actual 07TV(line 20)Is less than required 0 TV(line 11) Otherwise`redesiyn Envelope - -- ---_ -`� 22. The perimeter insulation for the slab-on-grade floor shall extend downward from Enter the the top of the slab for a minimum distance of 24 inches. See Section 5303(d). reference to plans 23. Below-grade walls shall be insulated with a minimum of R-5 insulation extendinge� and specifications that shows the full height of the wall to the top of the lowest floor or 10 feet below grade, •b compliance with whichever is less. the requirements, ��- 24. Manufactured doors and windows are certified according to ASTM E 283 for 5tzx�I f to-&-ti Gt4 s' 0.37 cfm per foot of wioclow sarh crack and 11 cfm per foot of door crack. l;I U I StdJ $ 25. On the .warm side(winter)of the insulation for the walls, roof and floor, Install a >�'.�t "1��fiIaJS: vapor barrier with a perm rating of one or less.See Section 5303(f), t::IVKt0N -7 17 "'3' Forms 3-3 Worksheet 3a (cont'd) WALL UNALUES Aluminum (a) (b) (c) - - - ;d) Sidling onLL er Description Detail R-w lue Stud Wall -- Extend Moving X 0.17 See Table 3c for ------ - ----------- Surface Air ---- R-Values of air luminum spaces. -- -- - - --- A See fable 3b for R-Values of - -- -- - ----- ------ B Spa; aluminum siding, — plywood sheathing _ -- -__ - -_ ---- -- C Sheat'ling and gypsum wallboard. D Framing/ �� -- — - - -- Insulation _ 41 See Tablr-3a for - - R-V-^lues o` E Gypsum fra/n,ng i Wallboard insulation. Interior Still 0.68 Surface Air s 1. Tntal column(d) 2. U-value. Invert the amount in line 1 Generic Wall (a) (b) (c) (d) See table 3c fur R-- Layer Description Detail R-value Values of exterior Exterior fJiNir a, and interior - ---- ---- .__ . --7 surfaces Surface See Table 3b for ,, • - A � R-1/ lues of -- building materials --- B -- See Table 3a for R-Values of -41 C framing/insulation. ---- ---- --- ------- i - - D -- ,,�';• - E K Interior e,11i� s,. •.a; i Surfaced 1. Total column(d) p g 2. U-value. Invert the amount in line 1 C) (1/93) Worksheets 3-13 Worksheet 3a (cont'(l) WALL UNALUES Aluminum - --(a) !bl-- --(�) — (d) Siding on \ayer Description Detail R-value Stud Wall Mo — Ext or Moving • 017 See Table 3c!r> - - - ---_ --- Surfac Air '' R-Values of airA Aluminum spaces. -------- - - - . iding See Table 3b for R-Values of • - ------.- _.-- _ 6 Spec _ aluminum siding, plywood sheathing -, - _ -_-_-_ ___ -- C Sheathing -� and pvpsum -- t r!,'Iboard. D Framing/ �- - - - "- -----� _-- See Table 3a for --- —Insulation --- ,9-Values of _ E Gypsum framing/ - A -- Wallboard in elation. *, T- _ _ Interior Still s 0.68 Surface--E-Air _ - 1. Total column(d) 2. U-value. Invert the amount in line 1 Generic Wall _(a) -- (b) (c) See Table 3c for R- Layer Description Detail R-value Values of exterior E::terior oJiti` f`"'`'',�' �' and interior -- ----- Surface -'tN`�✓_ surfaces. -- See Table 3b ler • z _ - _A Values of building materials �� ----- ---40 B Seg Table 3a for R-Values of - - - - --- C framing/insulation. - -- - D - --- E - Interior St�t- - --- - -- - 0, 108 t Surface 0��✓ 1. Total column(d) 2 , 2. U-value. Invert the amount in line t ,3f,j r_,�►,t 1`4'Of_-1-JeT,tA't_'�tf f=I N � i 1..E „ Worksheets 3-13 Worksheet 3a (cont'(i) WA14L UNALUES �1 Aluminum (b) —� (c) -- - (d) Siding on yerDescriplicn Detail R-value Stud Wall --- -- Exte Moving 'r` � '" S 0 17 See Tabre 3r.for - -- - Suriar'd Air R-Values of airv luminum spaces. ---- A See Table 3b for r R-Values of • -- - - -- g aluminum suSpac.,ing, � povood sheathing _ —_ C [Sheathing anu,gypsvm wallboard. D Framing/ See Table 3a for Insulation -"------ — ------ R-Va ues of E _ Gypsum W T 1 framing/ -- ------- -- Wallboard insulation. Interior Still -_---- _ _ ------ 0.68 Surface I Air R 1. Total column(d) 2. U-value. Invert the amount in line 1 rir� .•,��rr��rara�i Generic W6,11 (a) (b) (c) (d) See Table 3c for 3- Layer Description Detail R-value Values of cYrP,L r Exterior •.,. ,tr and interior -- - ---- --- - Surface surfaces. See Table 3b for ,kip, Al R-Values of -- building materials Se-,Table'ra for R-Values of - C G s� framing/insulation. sxy D 41 E Interior 5bA I I— O p -41 Surface 1. Total column (d) 2. U-value. Invert the amount in line 1 < s-z (1/93) Worksheets 3-13 Worksheet 3b (cont'd) ROOF UNALUES Generic - - (a) (b) i (C) (�) AOof Layer Description Detail R-value Sc a Table 3c fora - Exterior �/�pViv�c} F-Values of Surface exterior and interior surfaces. A See Table 3c for rooms _ P-Values of air IrK I� i spoces. ---- - — ---- See Table 3b for R-Values olbuilding materials materials i' �\ D Hg See Table 3a to!, - R-.slues of metal \�` ��10 E and wood stud/ insulation and Interior �r?r• meta!truss i Surface f - tt L (o insulation. 1. Total column(d) �543 2, U-value. invert the amount in line 1 O 0? 1 , 21 . nasi Vb'��ks;.ee�s 3-15 Wcr1cshct"1 3c FLOOR UNALUES Wood Deck --(a) (b) See Table 3c for R- L er Description Detail R_value Values ofexlerior �,- Inceri Still 'Yf " �( and interior -�'J!,� ,.;. — 0.92 Surface Air . "`-i j. _ surfaces. .See Table 3b for � A arpet P-Values of wood Woo eck/ and carpet. __--- B Sheathe _ Sea Table 3t:for �� —C Wood Jois R-Valuesof v,,-)d Insulation joist!insulation \� -— Exterior Moving 0.17 Surface Air r� 1. 'total(;olumn(d) 2. U-vallje. Invert the e;nount in line 1 Gene."ic r----- - - _a _ r (a) (b) (c) (d) Floor ��- I Layer TDescription Detail R•value See Table 3c fcr R- ! '*',1�" " :_,p� --tInterlor Values nfexterior µ , .. '!" Surface and interior -- surfaces. A— Gj"Cancre �`� 1�� U•qs See Table 3r for R- � �C_� • Values )f air l3 �'►=�1 teak Q, spaces. ` �12 T" Ms See Table 3b for C sU�Gf'a�hlyct �,t _ (2 R-Values of building materials. `� D See Table 3a for \\ R-Values of metal — anri wood joist.' T� — insulation and rr,�tal Exterior truss/insulation. Surface, Total column N) ` 2. U-va ue. Invert the amount In line 1 D• 3 16 Chr,)ter 3- uildiny Envelope (03) Worksheet 3d AVERAGE THERMAL VALUES Whidows (a) (b) (c) (d) (e) and W*.ndow and Glazed Door Area UA si'arling SC A Glazed Description f) U-value (b)x(c) Coefficient (b)x (e) Doors 16 1. Total Columns 2. Average U-value. Divide cell 1(d) by cell 1(b). Enter here and on Form 3b,cells 3(d)and 15(c). 3. Average SC-value. Divide cell 1(f)by cell 1(b). Enter here and on Form 3b,cell 18(c). Opaque (a) (b) (c) (d) f) Walls and Wall and Door Area UA UA I_9(1 Doors Description (sf) U-value (b) x (c) TDeq* (d)x (f)-- 'See f)*See table below. 0 , 4S 38 Z3 B_7?A 4. Tofif Columns 5. Average U-value. Divide cell 4(d)by cell 4(b). Enter here and or F r,3b,cells 4(d)and 16(c). 6. AverFge r—eq. Divide cell 4(g)by cell 4(d). Enter here and on Form 3b,line 16(e). TDEg Wall Construction—Mass Per Unit Area TDeq (lbs/sf) ('F) 0 to 25 44 26 to 40 37 41 to 70 30 71 and above (6193) Worksveets 3-17 ...j Worksheet 3d (cont'd) AVERAGE THERMAL VALUES Roofs and (©) -- (h) _ (c) --- (d) Skylights Roof and Skylight Area UA Description (sf) U-value (t) x (c) 1 7. Total Columns 8, Average U-value. Divide 7(d)by 7(b). Enter here and on Form 3b, cell 5(d). -- - -- — --- d' O 3 Floor over — (a) --- (b) (c)— (d) Unheated Floor over Unheated Space Area UA Space Description (sf) U-value (b)x (c) — 9. 'otal Columns 3 2 10. Average U-value. Divide 9(d)by 9;b). — Enter hE re and on Form 3b,cell 6(d). 0. 0-7 3-18 Chapter 3- Building Envelope w9s ccn" I f \ . N 1 L S.gECIFICATONS FIDR IiDLU E - TIGARD VJ Qyy L11 - GENERAL REQUIREMENTS A. RELATED DOCUMENTS: /. The General Provisions of the contract between the Owner and Contractor, the General and Supplementary Conditions,and the Division I General requirements apply to all work specified therein. B. COORDIP 'TION. 1. Thr, .,eneral Contractor shall be responsible for the general coordination of the entire prr.;ect. Each subcontractor shall be responsible to advise and coordinate their phase of the work through the Ge.ieral Contractor and with other subcontractors working at the project. 2. Anything called for in specifications not shown in the drawings or shown in the drawings and not called for in the specifications shall be included in Contractor's work the same as if included in both. C. SUBMITTALS. L Shop drawings and/or Manufacturer's Product Data Submittals are required only if the product for usage is different from that specified or shown in the drawings. Submit four(4).opies to the Owner's Representative for review and written approval. Do not pro(7eed until the owner's approval is given. D. TEMPORARY UTILITY SERVICES: /. Utility Cost: The General Contractor shall include in the contract sum the cost of all utility services required for the project until the project final completion date as set forth in the 100%Final Inspection Report. 2. Provide the following temporary utility services to the project as set forth in these specifications and in compliance will;all governing local codes and ordinances. 3. Provide potable water to the project for drinking and construction purposes from local/municipal service or other as applicable. 4. Temporary Heat: Where permanent mechanical systems are not yct operable,provide self-con+ained LP gas,fuel oil,or kerosene space heaters to maintain a temperature of 45 degrees F in the enclosed building. Provide adequate ventilation in these spaces. 5. Temporary Electrical: Provide a weatherproof,grounded temporary electrical service as required until the building electrical system is operable 6. Temporary Lighting: Provide temporary lighting of sufficient intensity and quality for the proper and safe performance of the work. 7. 'Temporary Sanitary Facilities: Provide temporary single occupant,self- contained elfcontained toilet facilities in compliance with local regulations. 8. Temporary Telephone Service: Provide a minimum of one temporary telephone at project site throughout construction. Notify the Owner's Representative of the telephone number as soon as service is connected. 9. Dewatering/Site Drainage: Maintain the project s construction work free u+ %ater accumulation and protect against flooding. "Do not endanger the rrorK nr adjacent properties. " 10. Construction Debris: Collect and containerize all construction debris daily. ..emove from pr-J.nt site as required and in compliance with local ordinances. 1 11. Provide barricades at hazardous locations,complete with signs,general lighting,warning lights,and similar devices where appropriate or required by local codes or ordinances. E. PROJECT SECURITY: 1. As it becomes feasible to secure project against intrusion,provide temporary security enclosure,doors and locks as necessary to prevent unauthorized entrance. Deliver,store and lock up materials and equipment in a manner which will prevent theft and vandalism. 2. Owner Supplied Equipment: The General Contractor shall be responsible for 6 ;receipt and storage of all owner supplied equipment. If the building is not secured at such time,the contractor shall provide proper storage fa,;ilities so as to prevent theft or damage to the equipment. Notify the Owner promptly of any equipment that arrives damaged or is found to be df fective. F. OWNER'S ACCESS: 1. n e Owner reserves the right to enter the project to 11iispect the i work,to install equipment,or to perform certain t etailed work befort, final inspection or project completion. However,these occurrences w;ll be coordinated through the General Contractor. G.ASSEMBLYAND INSTALLATION OF ON NER SUPPLIED EQUIPMENT.- /. QUIPMENT./. The General Contractor shall be responsible for the complete assembly and installation of all Owner supplied equipment as shown in the drawings,unless otherwise specifically stated. Final electrical and plumbing connections to said equipment shall be as stated in Division 15 and 16 of these technical specifications. 11.PROJECT CLOSE-OUT.- /. LOSE-OUT:/. Record Documentation: Maintain the following for submittal to the Owner's Representative as set forth herein. 2. Record Drawings: Maintain a complete set of blue-line prints of contract drawings and shop drawings for record mark-up purposes throughout the contract time. Mark-up drawings during the course of the work to show changes and actual installation conditions,sufficient to serve as a complete record for Owner's purposes.Give particular attention to work which will be concealed and difficult to measure and record at a later date. 3. l4aintenau^e Manuals: Provide 3-ring vinyl covered binder(s) containing required maintenance manuals,properly identified and indexed. Include operating and maintenance instructions;extended to cover emergencies,spare parts,warranties,inspection procedure diagrams,safety, security,and similar appropriate data for each system or equipment item. 4. Final Cleaning: immediately prior to the date of the Final 100%inspection: remove nnn-permanent protection and labels,polish glass,clean or replace filters cf mechanical system,remove debris and broom clean facilities,clean light fixtures and replace burned-out/dimmed lamps,sweep and wash paved areas,police yards and gre rods,perform similar clean up operations needed to produce a"clean"condition as jvdget by Owner's Rep.esentative. S. Procedures for Final Inspection: a. Prerequisites: Comply with General conditions and complete the following before requesting the 100%Final Inspection of the work: b. Submit executed warranties,workmanship bonds,maintenance agreements,inspection certificates and similar required certificates and 2 similar required documentation for specific units of work enabling Owner's unrestricted occupancy and use. c. Submit record documentation,maintenance manuals,tools,spare parts, keys and similar operational items. d Complete inctrnction of Owner's operating personnel,and start up of systems. e. Prepare a list containing the General Conti actor's and all of his subcontractor's names,addresses,and phone numbers for the project. Give a copy of the list to the Owner's Representative and to the Instant Oil Chznge store manager. f. Final Inspection: After all prerequisites have been fulfilled,the General Contractor shall notify the Owner's Representative that the building is ready for Final Inspection. L WARRANTY PERIOD: 1. The General Contractor shall provide the Owner with a warranty for all labor and matorlals privided by him and his subcontractors for a period of one (1)year from ,.e project substantial completion date as set forth in the 100%inspecti(,a report. This warranty shall include the cost of all labor and materials required to correct detects in materials and workmanship for the period specified. 2. Warranty Inspection: Approximately ten(10)months foL'owing the project. substantial completion date the Owner's Representative will perfoim a warranty inspection. During this inspection a waiTanty inspection report will be compiled listing all items found to be defective as a result of inferior materials and/or workmanship( exclusive of normal wear-and- tear or obvious abuse)from initial construction. The contractor will be notified, in writing,of such defects and he shall be responsible to correct all conditions within thirty(30)calendar days of the date of the letter and so. ,`ifv the owner, in writing,that this has been accomplished. DIVISOON 2 _ SITC WORK SECTION 02110-SITE CLEARING A. Protections: Provide temporary fences,barricades,coverings,or other protections to preserve existing items indicated to remain and to prevent injury or damage`o person or property. B. Re;',)re damaged work to the condition existing prior to the start of work, unless otherwise directed. C Do not interfere with normal trajfc on roacw,streets, ��ulh,, and other adjacent occut+:ed or used facilities. Provide alternate routes around closed obctnucted traffic ways as required by governing regulation. D. Protect existing trees and existing vegetatirn which are to remain from physical damage. Replace or repair damaged trees as directed by the Owner's Representative, E. Site Clearing: Remove trees,shrub,grass,and other vegetation, improvements,or obstructions as indicated which interfere with new construction. F Scrip and Stockpile Topsoil: Save enough to affect a ti"fill at areas to be sodded and/or seeded and 12"at all planting areas,surplus topsoil to be removed and not used as fill. If site available topsoil is not sufficient, provide clean,fertile,friable,natural loam obtained from a local,well- diained source. C. Remove existing improvements,both above-grade and helow-grade to the extent indicat'ed or as otherwise required to permit new construction. H. Demolition: Includes the complete wrecking of structures and the removal and disposal of demolished materials from the site. Comply with applicable codes and ordinances concerning demolition operations. /. Maintain existing utilities and protect from dama;e during demolition operations. Do not interrupt existing utilities;provide temporary services if required,as acceptable to the Owner's Representative. 2. Disconnect existing utilities,seal or cap at connection to s. vice lines in accordance with local utility company requirements to the extent indicated on the plans. 1. Pumping.- Provide and operate pumps or other equipment necessary to drain and keep excavations,pits,tr,.:iches and entire subgrade area free of water tinder all normal circumstances, Abnormal or emergLncy storm water to be removed at first opportunity thereafter. SECTION 02200,EARTHWORk A. Subbase Fill Material: Naturally or artificially graded mixture of natural or crushed gravel,or crushed stone. R. Excavation: Remove and dispose of material encountered to obtain required subgrade elevations, including pavements,ohstructions visible on ground surface,underground structures,and utilities indicated to be removed. C. Rock Grcavalion: 't the event that rock or other material is encountered within construction limits shown on plans during excavation,and the material must must be removed by blasting or air-operated hammer,the Owner will reimburse the Contractor relative to charges in the work. D. Unauthorized excavation(removal of materials beyond indicated suberade elevations)may be filled with lean concrete,or corrected by extendin;the indicated bottom elevation of the footing to the'ower elevation,as acceptable to the Owner's Representative. E. Excavate for structure to elevations and dimensions shown,extending excavation a sufficient distance to permit placing and rrmnval of other work, and for;nspectlon.Trim bottom to required lines and grades to provide solid has,;to receive concrete. Include required shoring of trenches. F. Cut ground under pavements to comply with elevations,and grades indicated. C. if unsatisfactory soil materials are encountered at design elevations. the 4 f i Contractor shall so advise Ownek•'s representative in writing and request to be provided with the test results and recommendations of a qualified Soil Engineer.The expense of such tests,if decided upon,shall be the Owner's. Failure of the Cont-actor to request such test and recommendations shall impose the burden of responsibility for adequacy of soil bearing qualities and subsequent damage upon the Contractor. H. Backfill an;t Fill Material:Use soil material free of clay,rock,gravel larger than 2" in any dimension,debris,organic mutter,waste,and frozen materials. L Prepare ground surface to receive fill by removing vegetation,debris, unsatisfactory soil materials and obstruction. Scarify as required so that F11 material will bound with existing surface.Do not place fill material on surfaces that are muddy,frozen,or contain ice or frost. J. Compaction: Fill material at optimum moisture content shall be placed in uniform horizontal layers not more than 6"thick,measured loose.over the fill areas involved. Compact each layer fully and uniformly at optimum moisture content to a minimum density in percentage of Standard Proctor Maximum as determined by ASTM D-698 or AASHO Standard Method T-99 as follows.Optimum moisture as above shall mean that the moisture content of soil in fills achieving the specified percentage of the Standard Proctor Maximum shall be within a 4%moisture range of the optimum m ure content of the Standard Proctor. 1. Fill under grade beams and miscellaneous foot:rtgs bearing in earth-95%. 2. Fill under floor and porch slabs and surfaced areas such as driveways, parking areas,concrete walks and paving,etc.-95% .3. Fill wider lawn and planted areas-90% K. Pavement Subbase Course: Place specified subbase mat-.rial in layers of indicated thickness over subgrade surface to support walks and pavement. Place single layer for a course 6"thick �,r less and equal layers for courses more than 6"thick. L. Grading: Grade areas indicated, including adjacent transition areas,with uniform levels or slopes between finish elevations. M. Spreaaing Top Soil: Effect a 6"fill at areas to be sodded and/or seeded and 12"at all planting areas. N. Disposal: Remove excess excavated material,trash,debris,and waste material from the site. ff,-CTJQ�i12510-PORTLAND CEMENT CONCRETE PAVING A. Work Included: Install all concrete paving and base as shown on drawings or a.;called for in the soils engineering report. B. Quality Assurance: i Certificates of materials compliance,signed by material supplier and Centractur shall h!,-submitted to the Owner or his representative upon request. 2. Testing: Should the Owner's Representative suspect that materials inferior to those specified herein have been used.the Owner will employ an 5 1 jindependent testing laboratory to evaluate concrete placed at the site. Should any of the materials be found to be substandard,the Contractor shall be responsible for the expense of the testing and for replacement of any or all material as instru.ted by the Owner's Representative.Otherwise,the expense of the testing will bt.the responsibility of the Owner. C. Materials: /. Portland Cement:ASTM C150,type as required. 2. Aggregates:ASTM C33,except local aggregate of proven durability may be used when acceptable to Owner's representative. 3. Wnter:Clean,free of oils,acids,organic matter. 4. Air-Entraining Admixture: ASTM C260 S. Reinforcing Bars: ASTM A615,Grade 40,deformed bars. 6. Welded Wire fabric:6"x 6"46/6 minimum,ASTM A185,flat sheets instead of rolls. 7. Mix Proportions and Design: Proportion mixes by either laboratory trial batch ur field experience method,complying with ACI 211.1. 8. Design the mix to produce standard-weight concrete consisting of portland cemen,,rggregate,air entraining admixture and water to meet the 1`61owing specifications: a. Minimum Pavement Thickness: 5 inches or as shown ,n drawings. b. Compressive Strength:3000 psi,minimum at 28 days. c. Slump page:2"to 4" d. Air Content: 5%to 8% e. Cement Content: 5-1/2 baggy per cubic yard of concrete,minimum. D. Pavemer,Installation: /. Subgrade Preparation:Check compacted and prepared subgrade for any unsuitable areas and the need for any additional compaction. Remove loose material from the compacted surface immediately before placing concrete. 7.. Wet down subgrade sufficiently prior to pouring of concrete to insun that it is in a moist condition when the concrete is being placed. 3. Reinforcement: Position,support and secure rein force,nent against diRplacement. Locate and support with metal chairs,runners,bolsters,spaces tom and exposed concrete surfaces. 4. Install welded wire fabric in sections as long as practicable, lapping at least one mesh in all directions. S. Pavement Joints: a. Control Joints: Saw or tool control joints into concrete paving to at least 1/4 of pavement thickness. Spacing to be 10'o.c. in each direction. b. Construction JointF. Place construction joints at the end of pours except where such pours terminate at expansion joints.Construct joints using standard metal keyway sections. Wire mesh reinforcement must be continuous across al!construction joints or provide 36" long#4 tie bars at 36"o.c. c. Expansior.Joints: Provide premolded joint filler for expansion joints abutting curbs,manholes,and other fixed objects. Locate at 30 inches o.c. perpendicular to the centerlines of pavement lanes,unless otherwise indicated. Joints are to extend the full width of thr pavement with 36" long#4 expansion dowels,,it 36'o.c.maximum. See specification section 07900 for joint sealant. 6. Concrete Placemei--t: a. Cc mply with ACI 304,placing concrete in a continuous operation within planneu joints c r sections. Do not begin placs!mert until work of other trades affecting concrete is completed. 6 I I i b. Consolidate placed concrete using mechanical vibrating equipment with hand rodding an,' mping,so that concrete is worked around reinforcement and other embedu i items and into all parts of forms. Insure that wire mesh reinforcement is suspended or"pulled up" into the pour and not lying in contact with the subgrade. jc. Protect concrete from physical damage or reduced strength due to weather i � extremes. (1) In cold weather comply with ACI 306. (2) In hot weather comply with ACI 305. 7. Pavement Finishings: a. After striking off and consolidating,smooth the concreta surface by screeding and floating. Work edges of sl 6s,gutters,and other formed joints with an edging tool,to a 1/2"radius. After floating and when excess moisture or surface sheen has disappeared,complete surface finishing as follows. (1) Broom finish by drawing a fine-hair broom perpendicular to the line of traffic,as acceptable to the Owner's Representative. (2) On inclined surfaces,provide non-slip surface by scoring perpendicular to the line of traffic with a stiff'bristled broom. b. Curing: Immediately after the finish operations have been completed and the water film has evaporated from the surface or as soon as marring of the concrete will not occur,the entire surface of the newly placed cons:rete should be covered and cured in accordance with one of the foilowing methods specified in A.C.I.305-71. Recommended Practice for Curing Concrete. Curing of the newly placed concrete should occur for a minimum of 4 days at a temperature above 40 degrees F.. However it is highly recommended that curing occurs for 7 days,if site conditions permit. (1) Burlap,cotton mats,or rugs. (2) White plastic film. (3) Waterproof paper. SECTION Q2513-ASPHALT CONCRETE PAVING A. Work included: Install all asphalt paving and base as shown on drawings or as called for in the soils engineering report. 1. Pavement design shalt meet a 10-year design for local conditions as established by Asphalt Institute. 1. Minimum 8"stone base. 3. See plan for thickness. B. Weather Limitations: Do not apply tack coat when temperature is be- low 50 degrees F.or when base is wet. Apply asphalt concrete paving only when temperature is above 30 degrees F.and when base is dry. C. Paving Tolerances: In-place compacted A.C.paving will not be acceptable if exceeding the following tolerances: L Thickness of pavement,not more than 1/4",plus or minus. 2. Wearing course surface smoothness,not more than 3/16"when measured with a 10"straightedge. D. Materials: Use locally available materials and aggregate gradations,which exhibit a satisfactory record of previous installation, and comply with standards of the local governing H;ghway Department. E. Surface Preparation: Remove loose material from compacted subbase 7 before applying prime coat. Do rot begin paving work until unsatisfactory subbase conditions have been corrected. F. Apply tack coat at the rate of 0.0 to 0.15 gal.per.sq.yd.to in-place asphalt or concrete contact surface and 'her surfaces which will contact paving. Required when top course doesn't immediately follow placement of base course. H. Paving: Place mixture at not less than 225 degrees F.spread and strike off. place each course to required grade,cross-section,and compat ed thickness. 1. Provide joints between old and new pavements and between successive day's work for continuous bond between adjoining work. Clean contact surfaces and apply tack coat. J. Construct curbs over comp,icted pavement surfaces to cross-section shown or,if not shown,in local standar,'shapes. K. Rolling: Begin rolling only when mixture will bear roller weight without excessive displacements. Repair surface defects with hot material as with adjacent satisfactory paving. Continue rolling until maximum density is attained and roller marks are eliminated. L. Protect pavingfrom damage and vehicular traffic until mixture has cooled and attained its maximum degrees of hardness. Al. Traffic and Lane Markings: Apply two coats of chlorinated rubber type traffic-lane marking paint over cleaned paving surface. Layout area as shows,on the site plan. Color to be white. DIVISION 3 - COM METE GENERAL: Provide all labor,materials and equipment necessary to complete all concrete work including excavation,trenching,forth work,minforcing,cement finish, and precast concrete. SECTION 03300-CONCRETE A. Quality Assurance: 1. Certificates of materials compliance,signed by material supplier and Contractor shall be submitted to the Owner or his representative upon request. 2. Testing: Should the Owner's Representative suspect that materials inferior to those specified herein have been used.the Owner will employ an independent testing laboratory to evaluate concrete placed at the site. Should any of the materials be found to be substandard,the Contractor shall be responsible for the expense of the testing and for replacement of any or all material as instructed by the Owner's Representative.Otherwise,the expense of the testing will be the responsibility of the Owner. B. Materials: 1. Portland Cement: ASTM C150,type as requii ed. 2. Aggregates:ASTM C13,except local aggregate of proven durability may be P used when acceptable to Owner's representative. 3. Water:Clean,free of oils,acids,organic matter. 4. Reinforcing Bars: ASTM A615,Grade 40,deformed bars. S. Welded Wire Fabric:6"x 6"#6/6 minimum,ASTM A185,flat sheets instead of rolls. 6. Mix Proportions and Design:Proportion mixes by either laboratory trial batch or field experience method,complying with ACI 211.1. 7. Design the mix to produce standard-weight concrete consisting of portland cement,aggregate,air entraining admixture and water to meet the following specifications: a. Minimum Pavement Thickness: 5 inches or as shown on drawings. b. Compressive Strength: 3000 psi.minimum at 28 days. c. Slump page:2"to 4" d. Air Content: 5%to 8% e. Cement Content: 5-1/2 bags per cubic yard of concrete,minimum. 8. Concrete Placement: a. Comply with ACI 304,placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. b. Consolidate placed coocrete using mechanical vibrating equipment with hand rodding and tamping,so that concrete is worked around reinforcement and other embedded items aril: into all parts of forms. Insure that wire mesh reinforcement is suspended or"pulled up"into the pour and not lying in contact with the subgrade. c. Protect concrete from physical dawage or reduced strength due to weather extremes. (1) In cold weather comply with ACI 306. (2) In hot weather comply with ACI 305. C Footings: Refer to drawings for sizes,depths,and reinforcement. Earth trench will be permitted for footings if conditions are favorable. Sides of trenches shall be clean,even,vertical and true,and bottoms shall be level,clean and without fill. D. Reinforcement shall be unpainted and uncoated,free from mast or scal'.. and shall be cleaned and straightened before being shaped and placed in positior. Accurately position reinforcement and secure against displacement. Where there is delay in pouring,re-inspect reinforcement and clean of any dried cement,mortar or rust. All reinforcement shall be of size and spacing as called for on the drawings or as per local codes. E. Slabs and Fontings: 3,000 psi concrete slabs to be reinforced with 6x6-#10x#1 G welded wire fabric installed in a manner that places it in the center of the slab. (Lap edged 6") F. Provide continuous 6 mil"Visqueen"vapor barrier on leveled 4"gravel base under all building slabs on grade, Lap edges 6"and seal(turn up at walls). G. All concrete floors.shall be poured level,except where floor drains occur, in which case they shall be sloped or warped to drain. Total slope is not to exceed 3/4"below floor level. H. This contractor shall build into concrete work the following materials, 9 which are furnished oy other trades,and shall bed and secure same as required. I. All plumbing and electric conduit,concrete inserts,hangers anchors, floor clips,sleeves for all piping,etc.,as and when required for all other trades. 2. Anchor bolts,plates,etc.,as and when required for all other trades. 1, Sidewalks and Ramps: 2,500 psi air entrained concrete,4"thick, broom finish score with 3i4"deep contraction joints into approximately 4'-0" squares or as shown. Reinforced concrete may be used as alternate. [VISION 4 - MASONRY CENLRAL: Provide all labor,materials and equipment necessary to complete all block work, including structural steel,wall ties,masonry reinforcing,etc. SECTION 04224—CONCRETE UNIT M&,suNgwroNCRETE BLOCK) A. All work shall be laid true to dimensions,plumb,.square and in bond or properly anchored, All courses shall be level w;,h joints of uniform width. No joints shall exceed specified size and,if nec-.,sary,clipped courses shall be provided to level off. B. Petjbrm all nrasomy work in accordance with best practices. Protect mortar from "washing-out"at end of days work using planks,weighted canvas. or similar means to cover work. Cooperate with other trades in jointly executed work and built-in items. Patch openings as required for passage of mechanical and electrical trades. C. Concrete block shall conform to the following specifications: 1. Concrete masonry units,hollow to-id bearing,ASTM C-90,Grade H.Type 1 2. Concrete masonry units,solid,ASTM-C-145. 3. Fire rated concrete masonry units as specified on plans. 4. Use special blocks for all corners,piers,jambs,etc. 5. Concrete block units to be of thickness indicated on drawings. 6. Rock Faced Concrete Block: "Natural"Color Block(No Colorant).Product shall be Approved by Owners Representative prior to Construction. 7. Mortar Mix: a. One(1)94 Ib.bag Type"I"Portland Cement 1). One(1)50 Ib.bag Type"S"Hydrated Mason's Lime c. Six(6)cu.ft.of Mason's sand D Build into masonry all materials furnished by other traaes, such as anchor bolts, vents, sleeves, etc. Cores of concrete block shall be filled with perlite to increase effective R-r,ting of the block to a minimum of 6.23. E. Clean,ind po r. all concrete block work at end of each working day. Clean all exposed work with water and fiber brushes at the completion of work as i an entirety. No cleaning acids shall be used. NOTE' See`Water Repellent Coating' Section under Division 7 for a 6etailed description of the method used to dampproof to exterior of the upper level walls. DIVISION-5-HE SECDON-05100-STRUCTURAL STEEL A. Work Inrh0ed: Fabrication,delivery and erection of all structural steel and steel items described on the structural drawings or items specified. B. Shop Drawings: Submit to Owner's Rtpresentative including erection plans,piece drawings and details for complete description of the project or complete description of a part. Fabrication contractor shall check shop drawings before submittal. C. Reference Standards: /. AISC Specification for the Design,Fabrication and Erection of Structural Steel Building effective November 1, 1978 2. AWS D1.-1-86,Structural Welding Code-steel. 3. Specification for structural Joint:,using ASTM A325 or A490 bolts, Novembei 13, 1985 D. PRODUCTS: /. STEEL SHAPES,PLATES AND BARS: ASTM A6.77,ASTM A36-75. 2. STANDARD BOLTS: ASTM A307-80 grade A. j 3. HIGH STRENGTH BOLTS: ASTM A325-76C. 4. BOLT LENGTH: Two full threads shall project when fully tightened. S. STANDARD ANCHOR BOLTS: ASTM A307-80,A36-75 bar stock. 6. WELDING ELELTRODES: E70,AWS RECOMMENDATIONS. 7. GROUT: Nun-shrink Embeco, Five-Star. 8. SHOP PRIMER(RED)(GREY)or(WHITE): Manufacturer's standard color. E. Painting: 1. Do not paint contact surface of friction connections or locations of field welds. Clean according to SSPC SPI minimum. F. Erection Procedure: Erect in compliance with shop and approved erection drawings bearing a review action stamp-"No Exceptions Taken". Allow for temperahire difference between erected and in service conditions. Use proper sequence to minimize fit iip by induced loads. Use shims when draw exceeds 1/8". Distribute shims evenly throughout the structure when required to maintain erection tolerances. Maximum permitted shim stack in joints is 17' G. Clean freld welds,grind surface abrasions and apply field prime touch- up. ,SECTION 05310-S'IFLQOR DECK 11 A. Work Includes: Fabrication,delivery and erection of all steel roof deck and accessories required. Q. Shop Drawings: Submit including deck layout,accessorieR.weld pattern and detail for clarification. C. Reference Standards: Steel Deck Institute Design Manual for Composite Decks,Form Decks and Roof Decks 1986- 1987. Specifi(ations for the design cold-form steel structural members-American Iron and Steel Institute(1980). D. Products: 1. Carbon Steel: ASTM A 611-72(1979)grade C. 2. Galvanized Steel: ASTM A 446-76 grads A. 3. Composite Deck,Type IR: 2",(13 gauge)minimum thickness 0.295". 4. Finish: Stagy .d f' :^h:cleaned,treated,painted with manufacturer's standard baked-on rust inhibitor. 5. Finish: Galvanized Finish;ASTM A525-80A class G90 minimum.minimized spangle,grey matte finish. h. Side Closures: Same gauge and finish as deck. 7. End Closures: Galvanized,minimum thickness 0.045" 8. Joint Sealant: Nonskinnit,g,gun-grade recommended by deck manufacturer. E. Installation: Install in compliance with shop drawing layout and details using'L 'qch minimum end lap with die set ends;stagger splices;use triple span where possible. Use welders experienced in thin metal welding, test practice welds using pry-off test. Fasten side joints at 3'-0"o.c, maximum. weld accessories in place with 12"maximum weld spacing. Clean surfaces and apply joint sealant to clean surfaces,following manufacturer's directions. Clean and paint welds and abraded areas to match shop finish for color and durability. SECTION 05500-METAL I'AO ICATION A. Work includes but is not limited to metal stairs,work platforms,railings ane misc. items as indicated on plans. P. Shop drawings: Indicate all shop and erection details,including joints and connection. Show type and location of'shop and field welds,bolts and other fastening devices. C. Storage and handling: Store and handle fabricated items and components co as to prevent damage. D. Materials: 1. Steel shape..,plates,bars: ASTM A36. 1. Steel sheet: ASTM A570. 3. Stair landing and treads: ChemGrate,as indicated on drawings 4. Steel pipe: ASTM A53,Schedule 40 black pipe. 5. Primer: Rust-Oleum No.678,Tnemec No. 10-99,Hentzen No.4080. E. Fabrication of items: 12 I i I 1. When cutting,shearing,punching and forming,leave clean,true and uniform lines and surfaces,free from buckles and twists. Remove burrs from cut edges. 2. Bolted and screwed connections shall have countersunk heads,unless indicated otherwise. 3. Welding shall conform to AWS D1 including current revisions,with.02 tolerance at handrails and similar items. 4. Anchor devices: Include with fabricated items. Design to withstand a load of at least 250 pounds applied to the item in any direction without dislodging tl.e device or item. 5. Shop painting: Apply primer on all items unless noted otherwise. Before applying primer,remove temporary pro►ective coating::,oil,grease,loose rust, or other contaminants. Apply primer to a dry film thickness of I mil,a► I without sags or runs. F. Erection: Erect items as indicated on the drawings, in accordance with approved shop drawings. Erect plumb and level. Securely anchor in place. G. Embedded items: Position each item accurately,and support against displacement. Temporarily fill openings in the item with removable material (where the openings are to be free of concrete)when the item is set in concrete. Attach and locate anchor devices to be embedded in concrete. Set railing posts plumb and aligned to within 1/8 inch in 12 feet. Railing posts set in concrete shall be set in preset sleeves or minimum 4"deep drilled holes. Fill space around posts with non-shrink grout or molten lead. SJX IQIN 05530-NIE EAL.GI ATING 1. Quality test procedur::J: American National Stcndard ANSI/NAAM MBG 531-88. 2. Products: a. Welded steel Mark W-19-4 as manufactured by Grating Specialties,or approved equal. DIVISION 6 - CARPENTRY SECTION 06100-ROUGH CARPENTRY A. Work includes: Provide blocking for the installation and anchorage cf overhead doors,hardware,plumbing and electrical fixtures,equipment and accessories. B. All lumber shall be standard grade or better in accordance with the West Coast Lumber Inspection Bureau and factory grade stamped. C. All roof blocking and lumber in contact with concrete or masonry shall be treated with preservative treatment CCA in accordance with the American Wood preservative Association Specifications and factory marked. D. LumLpr moisture content shall not exceed 15%. 13 E. Delivery and storage: Materials delivered to the site shall be carefully piled off the ground in such a Mdnner as to insure proper drainage, ventilation and protection from the weather. Sufficient support and staking methods shall be provided as to prevent warping and set. F. Install roof wood blocking, milers and similar items-. indicated on the drawings. Install securely and accurately to receive the intended work. SECTION 06200-FiNISH CARPEN'Z$y A. Scope: Includes but not limited to installation of following items unless arranged for otherwise;hollow metal doors&frames,windows,built specialties specified in division 10,Finish Hardware and shelving. B. Inspect all rough framing to assure blocking and nailers are properly installed before any finish work is installed. C. Fit and place all finish work accurately and in a workmanlike manner, Gouges,dents,hammer marks,splits or other defects will not be permitted in the finish work. D. Hang all doors with all screws inserted and hinges adjusted so that swing free, do not rattle when closed,and are not self-closing. E. Install hardware and be responsible for same until completion of the work including any cost and expense for labor and material required to correct improper installation. 'pply hardware in strict confonnance to the manufacturer's printed instructions. F. Install in accordance with manuf'acturer's directions. C. Install weather-stripping in accordance with the manufacturer's current printed instructions. H. Set thresholds in a bed ofjoint sealant. I. Afler hardware has been fitted,remove escutcheons and face applied hardware .,oll1 final painting has been completed. Reinstall hardware after painting is completed. Properly adiust,test and leave in working order. J. Examine all work;repair or replace any damaged or.split pieces. K. Ease all edges and txposed ends -)fall pieces. Set all exposed nails. S,tnd work exposed work lightly to remove any rough spots. Smooth skips. DIVISION 7-THERMAL, & MOISTURE PROTECTION SECTION 07150-DAMPIMOOFING A. Dampproofing: Liquid cold-applied waterproofing memhrane system install in accordance with manufacturer's recommendations. Sonneborn H.L.M.5000 or as approved by owner. 14 B. Installation: All exterior surfaces of foundation wall shall be covered by dampproofing system from reglet above grade to top edge of footing. Preitare all wall surfaces to meet marutacturers requirements. C Membrane system shall extend 3"abovefinish grade or to top of concrete wall. System shall not be applied o concrete surfaces exposed to view. SSECTON 0711, -W�RErE)1!AUCOATING 1. Application of various special coatings to exterior vertical concrete masonry units or uther masonry surfaces as indicated. 2. Quality Assurance a. Manufacturer to have a minimum 10 years experience in the manuf7atire of elastomeric coatings. b. Applicator to have a minimum of 3 years experience applying similar elasto- meric coatings. c Pre-application conference: Prior to application of special coatings,a pre- appiication conference will be held between the applicator,and a direct rep- repiesentative of the manufacturer. At this time the elastomeric coating system will be applied to a mock-up panel or field sample to demonstrate the required finish to seal the masonry,and assist the contractor in determining the coverage rate. 3. Delivety, S'to,age, and Handling a. Accept materials in manufacturer's original sealed containers witl instruction labels intact. Refuse damaged or opened containers. Matei:al must have been manufactured within the last 12 months. b. Store materials on pallets. Protect from dampness, freezing,and direct sunlight. Store material above 40 degrees F and below 90 degrees �. 4. Project Conditions/Environmental requirements: a. Surface to be free of frost or ice,and dry for a minimum of 48 hours before application. b. Do no!apply materials if rain is forecast within 12 hours of e;�nlicrl.ior. c. Surface and ambient temperatures to be above 40 degrees F and below I degrees F before application starts. Do not apply when wind is in Excess of 30 mph. S. Products/Material a. Elastomeric coating for all masonry to be HYDROCIDE COLORFLEX,as manufactured by Sonneborn Building Products,Minneapolis,MN,or approved equal. This coating shall have a perm rating of one or less. b. Blockfiller to be BLOCK FILLER 11749,used in conjunction with PATCHING COMPOUND 4750 and 8748,as required. c. Priming of previous painted areas to lie. PRIMER P751 thwned in accordance with technical data guide. d Caulking materials shall be NP I or NP 2, for vertical areas,and SL I or SL 2,for horizontal areas. Prime with Primer 4733 as required. REFER TO SECTION 07900-SFALAN"rS h, Execution;Examination a. Verification of Conditions: Applicator to examine areas and conditions under IS which work is to be performed and notify owner in writing of conditions detrimental to p►oper and timely completion of work. 7. preparation a. Clean,repair,and prepare surface in strict accordance with manufacturers written instnrctions. b. Protect adjacent surfaces that do not receive any coE.,ings. Protect plants, vegetation,rubber,and asphalt. Also protect non-absorbent areas such as glass and►petal,glazed brick er glazed tile. 8. Application a. A.representative of the material manufacturer to be on site at the start of the material application. Applicator will give at least 10 days notice. h. Masonry surface to be coated should be free of any cnntaininants,dirt, mortar droppings. All mortar joints should he fully cured. c. Replac caulking as needed,and/or tuckpoint mortar. c/. All hairl,ne cracks should be repaired using patching compound,after block filler has been appli_d. e. Using a 1 1/4"- 1 1/2"nap quality roller apply one coat of BLOCKFILLER #749 filling pores,crevices,and voids. Allow COLORFLEX BLOCK FILL.ER to dry 24- 48 Fours before proceeding. J: Roller apply one(or two)coats of I IYDROCIDE COLORFLEX finish coat to obtain a pinhole free consistency, in color approved by owner. g. Coverage rate of COLORFLEX finish coat is not to exceed 80 square feet per gallon(20-21 wet mils),(9-10 dry mils). h. Apply in strict accordance with manufacturers written instructions,precautions, and limitations. 9. Field Quality Control a. Applicator to maintain accurate records of the application and provide copies of the records to the manufacturer if requested. These should include the amou►.t of material used,related coverage rates,and daily weather conditions during the application. h. Manufacturers current technical literature and 'Material Safety Data sheets will be kept at the job site,and read by all personnel involved prior to starting the application. 10. Cleaning a. Clean adjacent surfaces as required. h. App';cato to inform superintendent to protect finished work for duration of pro.je... l 1. fVarrantr(50 gallons minimum) r. Manufacturer shall provide five-year mater;al and labor waterproof warranty after passing final inspecti•7. Inspection shall be conduced by qualified manti f?,ctitrer's representati�r after notification of completion by applicator. S PION MO WALE, EIL� 1NG,& EIdOOR INSM AIIQN The walls,ceiling,& floor around the waiting room and the rest room shall be insulated as follows: a. Interior walls shall he insulated using batt and blanket insulation(mineral fiber batt) with an R-value of 13 or more. 16 j h. Exterior walls of C.M.U. filled with perlit; in oi&-r tc,obtain an effective R-value of 6.23 or above. c. Accoustical ceiling shall be insulated with a batt and blenkei(mineral fiber batt) type of insulation with an R-value of at least 19(approximately 6"). This insulation shall be laid on the acoustical tiles as shown in Detail 3, Sheet A-2. d. Floor shall be insulated using enough molded 1.25 Ill/ft' polystyrene board to have an R-value of 12 or more(approximately 3"). ihis insulati m shall be mechanically fastened to the metal deck b, 4 inch long 3/16"diamrtci d.,•.nded bolts will. 1-1/2" diameter washers as shown in Detail 4,Sheet A•2. 5KCX CN 07J_L—PJLRJM ;SINSULATION A. Ytorage and handling: Deliver materials in manufacturer's original packaging,with identification labels intact. Store materials protected from weather,moisture,direct sunlight,and open flame or sparks. B. Perimeter(heiow grade) insrdatign: Dow Chemical USA Styrofoam SB or equal,as approved by owners representative. Min. R-value: 10 to extend the full height of the wall and down to the top of the footing. C. Perimeter in.,uiation: Use adhesive to apply insulation which is on a substrate. Ensure that the substrate is clean and dry. Apply adhesive in icc:)rdance with the manufacturer's printed instructions. Butt pieces of insulation tightly togethe;. Fit s-iugly around penetrations,and till any voids around penetrations with polyfoam sealant. Where insulation occars under slabs, iay insulation o•i compacted base with pieces butted tightl, together and at proper eleva,ion. SE",T - BUILT-LP WD-EINO A. IFork included Provide and install a complete built-up roof system, including all necessary components and accessories recommended by the manufacturer. B. Haterial: 15 year bondable Class B roof system such as Conglas ND-15-CAP,Owens Corning 31-NC. Manville 3GNC or approved equal(white mineral cap sheet). Follow manufacturer's recommendations. Provide two additional reinforcement plies plus cap at all cants,curbs,and vents. C. I roduct source: Use materials and methods of i;-talla+ion specifically approved for use on this project by roofing it erial manufacturers approved applicator. D. ,Svsterns applicator qualifications: Properly trained mechanics under supervision of roofing material manufacturer or of the manufacturer's approved applicator. E. Deliver material.,in sealed undamaged containers identified with material name, date of manufacture and lot number. Store materials in conformance with referenced manufacturer's specification. F. Warranty 2 year written guarantee. 17 'ANNE" G. Before the expiration of warranty period, the manufacturer, or his authorized representative,shall meet with representatives of uir Owner for a final inspection. All observed defects and deficiencies in roof and lashing shall be repaired at no additional cost. Warranty shall remain in force until final inspection and any necessary repair work has been performed. The manufacturer at this time shall advise the Owne: on recommended future inspection and maintenance of roof. H. Ter completion of installation: A representative of the manufacturer shall inspect the roof to a,-.crtain that the roof has been installed according to manufacturer's specifications. Report findings in writing and submit with warranty to Owner's Representative. /. Mointsnance manuals: Submit at completion of project to O,vuer's Represertative. Identify with project name,location and date;type of roofing system applied;surface to which system was applied,including sketches where necessary;recommendations for periodic inspections,care and maintenance and identifying common causes of damage with instructions for temperary patching until permanent repair can be made. $ECTIOr'0760-FLASHING&SHEET META t, A Prernished galvanized steel: ColorKlad,as manuf ictured by Vincent Metals, Minneapolis, MN. 24 ga.galvanized steel witri Kynar based coating, color as selected. Finished surface shall have a factory-applied strippable protective film. B. Form sheet metal with breaks straight and true. Conform it,nrr tiles shown on the drawings. Maximum length of sections shall not exceed 12 eet. Provide joints covers of same material for all joints. C. Fabricated coping cover,scuppers, rogf edge and down spouts, using preftnished galvanized steel and without removing protective film. Follow manufacturer's recommendations For tabrication. D. Storage and Handling: Store and handle materials so as to prevent damage to finished surfaces. E. Inspection: Confirm that substrates are smooth and clean,and that cants,base flashings,r.nd blocking are complete. F Installation: Install flashing and sheet metal watertight,without waves,warps,buckles,fastening stress or distortion. Allow for expansion and contraction. Comply with the recommendations of the Sheet Metal and Air Conditioning Contractors National Association(SMACNA)Architectural Sheet K:tal Manual for fastening of sheet metal,seams,joints,corners,and exposer' edges. G. Install pro, finished galvanized steel items without removing protective film. Remove the film immediately after installation. Follow manufacturer's precautionary instructions. SE MIO ON 7Q00 SEALANTS 18 1. Work Included: a. Provision of:.he General Requirements,Division 1 apply to all work in this section. b. Furnish labor,materials,equipment,and supervision to install all sealant and caulk as specified or shown in drawings. 2, Quality Assurance: a. Applicator: Shall have a minimum of 5 years t perience in the installation of the types of material in this section and shall provide a list of similar cempletecl projects. 3. Submittals. a. Manufacturer's catalog,data sheets,and application instructions. b. Manufacturer's starJard warranty. c, Samples,including sealant,primer,and joint backer rod as required. 4. Product delivery,storage, and handling: a. Deliver sealant in original unopened containers,each indicating type of material,color,and batch number. b. Store material to protect against weather damage and direct sunlight and at temperature rar.-a of 40F to 90F. 5. .Environmental Conditions: a. Sealant cannot be applied below 40F. Surfaces to rt.-ive sealant must be clean,dry and frost free. h. Surfaces to receive sealant must be structurally sound,free )['dirt, loose particles,oil,grease,asphalt,tar,paint,wax,rust,release agents and curing compounds. c. do not apply during inclement weather. 6. Warranty: a. Sealant manufacturer's warranty as printed on data sheet. 7. E/astomeric Sealants(provide the,/bllowing or approved equal): a. Nontraffic joints: Sonolastic NP I,One-part polyurethane with+/-25% movement,meeting ASTM C920,Type S,Grade NC,Class 25; Federal Specification TT-S-00230C,Type II,Class A;and Canadian Specification CAN/CGSB29.13-M-87 as manufactured by Sonneborn-ChemRex, Minneapolis,Minnesota. h. Nontraffic joints: Sonolastic NP 2,Two-part polyurethane with -r/-50% movement,meeting AS".M C920,Type M,Grade NS,Class 25; Federal Specification TT-S09227E,Type II,Class A;and Canadian Specification CAN/CGSB2-19-24M80 as manufactured by Sonneborn-ChemRex,Minneapolis, Minnesota. c. Horizontal joints: Sonolastic SL I,One-part polyurethane with+/-25% movetnent,meeting ASTM C920,Type S,Grade P,Class 25;Federal Specification TT-S-00230C,Type I,Class A;and Canadian Specification CAN/CGSB2-19,13M82 as manufactured by Sonnebom-ChemRex, Minneapolis,Minnesota. d. Horizontal joints: Sonolastic SL 2,Two-part polyurethane with+,-25% movement,meeting ASTM C920,Type M,Grade P,Class 25; Federal Specification TT-S-00227E,Type I,Class A;and Canadian Specification CAN/CGSB2-19.24M80 as manufactured by Sonneborn-ChemRex, Minneapolis,Minnesota. 8. Colors: a. Shall be as selected by'he owner from manufacturer's standard colors. 19 9. Primers: a Primers, if required,shall be recommended by sealant in antif:rcturer. 10. Backer Ruda a. Sonofoam C losed Cell Backer-Rod or Sonofoam Soft Backer-Rud,odorless round polyethylene rod as marketed by Sonneborn-ChemRex, Minneapolis, Minnesota. Use Closed Cell for NP I,NP 2,SL I,or SL 2. Soft Rod for NP I and NP 2 only. IL Sur,/`,ace conditions: a. Concrete and masonry shall be cured a minimum of 28 days and be clean, dry,and frost free. h. Curing compounds,release agents,oils,and other foreign matter or contamination must be removed where necessary by grinding or wire brushing. c. Other surfaces: Install according to manufacturer's instructions. 12. Installation: a. Remove surface dust with a blower or vacuum. b. Install backer rod. Maintain proper joint depth ratio at 1/2 the width of the joint with a maximum depth of 1/2"and a minimum of 1/4". c. If required,apply primer. Do not prime backer rod. d. Apply sealant as recommended by manufacturer. 13. Cleaning: a. Upon completion of the work,remove all materials,containers,equipment,and debris;leave area in clean condition. MYJLS10N 8 . 19W S-AN I)_NVINIOW.N Manufactured doors and windows shall be certified according to ASTM E 283 for 0.37 clip per foot of window sash crack and 1 1 cfm per foot of door crack. SVCTION O LL"- MLJDQORS AND FRAMES A. Steel doors and frames(shown on drawings as hollow metal)shall be rnarurfaciured by Ceco, Curries or Trussbilt, or other as approved by owner. B. Steel shall be stretcher level furniture steel of the following gauger: Exterior door frames 14 gauge Exterior doors 16 gauge Interior door frames 16 gauge Interior doors 18 gauge C. Frances shall be thy.one piece unit type, with mitered, welded and ground joints. Standard stock frames are permitted where adaptable. Frames in masonry shall be provided with a minimum of four(4)corrugated anchors per jamb plus a clip angle at floor. Frames in stud partitions shall provide anchors 1'-6"on center plus a clip angle at floor. Door frames shall be filled with replaceable molded grey rubber silencers. D. Doors may be manufacturer's standard unit, reinforced, and adapted to the hardware as required. Door shall have closed,flush tops. The maximum 20 permitted tolerances of warp shall be 1/16" in any direction. Extci for doors shall have insulated cores. Exterior doors shall have no visible sea.ms on face or edges. Install 16 gauge steel channels with web to outsi,1e on top and bottom of exterior doors to form completely flush surface. E. Provide (1,L. labels as required by state and local codes. F Prepare doors and frames for hardware specified in Section 08700. G. Finish- Clean all metal of impurities. All welds shall be sanded and metallic fill as required for a smooth finish. All steel shall receive one (1)coat of red oxide primer,baked on,shop-applied. H. Install all doors and frames in accordance with drawings and manufacturer's recommendations,as detailed, and as spec fed herein. Set frames plumb,aligned and braced until permanent anchors are set. Fill frames in masonry with grout. SECTION 08360-SFCTIONAL 0 A" GRUS A. Overhead doors and closures- will he furnished and installed by Crawford Roll-Lite.or approved equal. Q. Controls: To include'stop', `start'.and 'pause' functions. C Glass: To be 1/8"tempered glass. SECTION 08410-ALUMINUM ENTRANCES .4. Aluminum entrances shall be Tri-Fab 451 by Kawneer Architectural Products, bronze anodize finish, doors shall be medium stile type(3 1/2"wide- stiles),or approved equal P. Fabricate fi aming and doors in accordance with final shop drawings and as detailed, with.joints accuratelvfitted,sealed, and securelvfastened together to,-exult in tightly closed"hairline"joints. Accurately prefit doors to frames. C, Provide all covens, closures, and)ther items as detailed or required Provide stiffeners and reinforcing as necessary to insure a rigid secure installation. Provide clips,anchors and other accessories. Fasteners shall be aluminum or stainless steel. U. Glazing: Insulating glass shall be P.P.G.window. I. Glass No.2(GL 2): I"thick insulating glass consisting of two lights of 1/4"clear float glass separated by 1/2"air space. N_Q-TE: All glass shall be constructed with this type of glazing. E. Weather-str'pping: Provide c,)ntinuous pile weather-stripping at heads and jambs and at meeting stiles of pairs of doors. F Hardware prepup ation and reinforcing: Prepare frames and doors for hardware make all cutouts,recesses,mortises and other preparations for hardware at the factory. Reinforce with backing plates to assure adequate 21 strength of all connections. Hardware mountu,;;;ieights shall be as shown on the plans. Prep door for lock cylinder,Section 0010. SECTION 08710_ FINISI HARD-WARE A. Materials: The numbers in the hardware schedule are taken from the catalogs of Adams- Rite, Dorma, Forms and Surfaces, LCN, McKinney,Quality Reese, Best,and Schlage. B. Accessories: Include accessories such as screws,bolts and nuts as required,of the proper size for the purpose intended. All exposed heads shall be Phillips head. C. Templafcs. Provide all template and final hardware schedule to steel door and frame supplier and aluminum entrance manufacturer as required. D. Markinglp:cking/tIclitu.v and slorc,ge: Deliver all he:rdware in the manufacturer's original cartons to the jobsite,nr.upon requesi,to the door and/or frame manufacturers,marked to correspond with the reviewed hardware schedule. Be responsible to prevent damage during transit and storage. E. Keying: Provide two keys for erch lock and two master keys for each set. Locks shall be keyed and master keyed as directed by the Owner. F. Door schedule: Doors 201,201 B,201 C,201 D,201 F,201 G, side bar lock 1,.w")ck. Bu:3(3) 13B 1 191 4.5 X 4.5 NBR 10 Closure 83 DS DB Threshold S205A AL Weatherstrip DS78 AB Sweep strip 323 AB Panic Device UL upproved QQaU4JA- Butts(3) BBI 191 4.5 X 4.5 NBR 10 Lockset A53PD LEV 2.75" BS 10 Closure 83 DS DB Kick plate 48-8 x 2 LDW 10 Threshold S205A AL Weatherstrip DS78 A13 Sweep strip 323 All Djor202B&205; 1-1/2 pair butts Stanley FBB 168 5X4-1/2 I ea. pulls Brookline 925 1 ea.push rats Brool line I ea dead latch Adams Rite 4711 W with 4565 thumb turn (with Best Cylinder IE76-C181-626) 1 ea.closures L('N No.41 10 ^a. stops GI. WBI I-Spec. Windrail Stop°'o Adapter 22 I Aluminum Thre3hold 5-243A 2 Cylinders required *'`* Kep both doors alike. D-Mi 03. Butts(3) BB 11914.5 X 4,5 NBR 10 Privacy lockset A40S LEV 2.75"BS 10 (71%ure 4010/4110 Series l-u9r20A� Butts(3) BB1191 4.5 X 4.5 NBR 10 Latchset AIOS LEV 2.75"BS 10 S1E_Cj1QN_091.;1(L--ACQS1_ST1Ct-L CE,ILINtS A. Furnish and instc 1l.1 couslical ceilings, as indicated on drawings and specVied herein. 13. Acoustical panel: Armstrong 24"x 48" x 5/8" Minaboard. :.ortega Pattern. C. Exposed suspension system: Chicago Metallic No.200 Snap Grid System Double Web,color:white. D. Hanger wire: Federal Specification QQ-W-461,Composition 1010 soft annealed finish 5(zinc-coated),class I,for suspended and furred ceilings, instructions. E. Insulation see Division 7,section 07210. E. Use experienced installers and install according to manufacturer's instructions. F Cleaning: After installation of acoustical materials,clean(or replace with new material)all soiled or discolored surfaces of material. Remove and replace any damaged or ir►properly installed material. SEKTIO-N 09900.-CAINTIN_ /I. paints, varnishes and stains, shall be Sherwin- Williams, or equal, to he selected by Owner. /. Rust-inhibitive primer shall be Rust Oleum No. 769. 2. Galvanized steel primer shall be Sherwin-Williams Galvite No. B50W3 B. Delivery and storage: Deliver materials in original unopened containers/packages with label legible and intact. Store materials in a single place. Exercise all necessary precautions for the prevention and 23 control of fire hazards. C. Application: 1. urfaces to painted shall be prepared as follows: All necessary puttying of nail holes,cracks,and blemishes shall be done before priming. All knots and sap spots,shall be snellacked before finishing with paint. All metal surfaces to be painted shall',washed with mineral spirits to remove all oil or grease. Sand or wire brus' rust or scaled areas. Galvanized metal shall be treated with an approved pre-trt gig solution. Concrete or masonry units to be painted shall have all loose particles,mortar projections, spatters,dirt and stain removed before painting. Sandpaper glossy surfaces to be painted to cut sheen. The painting subcontractor shall be responsible for the�.cceptance of surface to be finished. 2. rint all undercoats to the approximate shad of final coat, 3. Finish tops and bottoms of all doors. 4. Protect all adjacent work and surfaces by suitable cover. S. Upon completion of painting clean all stains. spots,and discolorations from adjacent surfaces. Touch up all damaged areas. 6. Leave all partially used cans of paint for Owner's use. Provide a mininumi of one quart of each color. D. Paint Schedule: 1. Exterior surfaces shall receive the following finishes: Feiruus metal 1 coat of rust-inhibitive primer 2 coats of exterior sash and trim paint (exterior of hollow metal door to be color matched to concrete block color.) Ivanized metal; I coat of galvanized steel primer 2 coats of exterior sash and trim paint FeaturgStrioe 2n Block: 3 coats exterior acrylic latex,special color and i lossy as selected by Owner 2. Interior surfaces shall receive the following finishes(refer to room Finish schedule for room surfaces to be painted. Painting is not required in furred spaces, interior of vertical shafts). Exposed structure above toilet and storage room shall be painted. Ferrous Metal I coat of rust-inhibitive paint I coat of enamel u0ercoat 1 coat of gloss alkyd enamel Galva izsAindaL I coat galvanized steel primer I coat of enamel undercoat I coat gloss alkyd enamel ,�,block 2 coats gloss enamel over I coat alkyd primer and Conc,: L`?shP:dul.€�l L; osed stet I coat alkyd spray enamel Sherman-Williams overheads Dry Fog No. B48W60 or equal to be selected (Scheduled) by Owner. 24 DIVISION 10 - SPECIALTIES SECTION 10420- INTERIOR SIGNAGE A. Interior signage package by FAIRMONT SIGN supplied by Owner and installed by Cenral Contractor. SECTION 10520-FIRE PROTECTION A. Rechargeable fire extingui.%hers•h�,AMERLY /. Upper service area one: 4A-6013C 2. Lower service area one: 20A-12013C C. Installation: Securely mo,mt a ctinguishers in locations indicated in accordance with manufacturer's instructions. Fire extinguishers to meet code requirements as indicate in UFC 10.505. SECTION 1081Q-TOILET ACCESSORIES A. Hanit6icl o•er: Bobrick Washroom Equipment Co., Bradley Corp.,Charles Parker Co. R. Accessories(use the.101lowing or approved equal): L Toilet paper holder: Bobrick No. B-288. 2. Soap dispenser: Bnbrick No. B-1 12. 3. Groh har: Bobrick No. B-6246, `L' Shape, 4. Mirror: Bobrick No. B-166,24"x 36". C. Installation: Securely mount accessories I locations indicated in accordance with manuf'acturer's instructions. See elevations for mounting height: meet all A.D.A and all local handicap code restrictions. DIVISION 1---MAIMENT M G,FUML: A. See EQ sheet for information on equipment not described in this section. B. Oil and grease distribution equipment is not included in this section. D 1 Vl�`�121_Y_ ----- l-E-,C ANKA1 A. Il'ork included: 1. Work under Division 15 includes, but is not limited to: a. Section 15400-Plumbing h Section 15500-Heating and Ventilating c. Section 15900-Testing and Balancing 2. Arrange for,secure,and pay for all permits required. Coordinate inspections by local authorities and schedule work with General Contractor. B. Maintenance and Operating Instructions: /. Prepare a portfolio of all mechanical equipment furnished by the project. This shall include manufacturers' shop drawings,parts lists,and operating and maintenance instructions of such equipment. Information shall be submitted neatly folded to approximately 1-1/2"x I I"and br nd in binders of adequate size to contain the material. Each binder shall be p� perly identified. T.ie 25 Contractor shall turn the same over to the Owner's Representative. 2. The Contractor shall furnish the copies of the final inspection certificates to the Owner's Representative when the work is complete. 3. The Contractor shall guarantee the systems against mechanical deftcts for a period of one(1)year from date to completion and acceptance by Owner. The installation shall be guaranteed to comply with all existing codes and regulations. C. tifaterials and Methods: /. Governing Codes: The n. , finical installation shall conform to the current provisions of all local and state codes pertaining to plumbing,heating and ventilation work. When,most codes and this specification conflict,the most restrictive shall govern. 2. Standards: All materials supplied under the mechanical contract requirements shall be new and conform to national standards for the nroduct. 3. Connections to Miscellaneous Equipment: a. Due to the fact that the manufacturer of the equipmeat purchased may vary slightly from that specified and therefore requires some rearranging or equipment different from that indicated on the drawings,The Contractor shall snake connections to such rearranged equipment without additional cost to the owner. h. Thi!.Contractor shall make all water,waste,vent,gas,condensate drainage,6,ictwork connections,etc.,to all equipment in this building whether or not--,ich equipment is furnished b%,this Contractor,other Contractors,or:ne Owner. This includes furnishing and installing piping shut-off valves,unions, fittings,ductwork,air control devices and insulation. 4. Survey of Measurements: a. The Contractor shall review the site and the drawings in detail for relationship to his work. He shall layout his work and be responsible for all necessary lines and measurements. h. Report any discrepancy between tre measurements and the plans to the General Contractor. c. The Contractor shall locate all equipn;-n!which must he serviced,operated, or maintained in a fully accessible position. SECTI0�j15400- PLUM-UM A. General: /. Work under this section includes: a. Potable water system. h. Waste and vent system. c. Natural gas system. d. Storm and foundation drain system. B. Products. /. Pipe and pipe fittings a. Water Service: aa. Above ground: Type"M"hard temper copper,cast bronze or wrought copper fittings with 93/5 solder. hh. Below ground: Type"K"hard temper copper w/I 100deg. solder joints or i type"L"soft temper copper with no joints. Fittings wrought copper or cast brass. 26 h. Waste and Vent: aa. !:;a -Service weight and iron -Schedule 40 ABS or PVC where permitted. -Pumped,galvanized iron screwed. hh. Fittings -Cast iron hub and spigot where required or hubless with elastomeric sealing sleeve with stainless steel clamp. -PVC or ABS plastic solvent welded. -Pumped,galvanized iron screwed. c. Natural Gas: aa. Pipe -Black steel,schedule 40 hh. Fittings -Malleable iron,screwed. d. Compressed air- See plans e. Grease- See plans f. Waste Oil-See plans. g. Oil-See Plans. 1. Valves: L Water-Shutoff and isolation. a. Bronze body ball valve,2 piece,400psi. Free floating bronze or stainless steel ball. Teflon seat and packing. Lever handle. Screwed or so,dered ends. ,Aanufacturers: Appollo 970, Nibco 11580, Hammond 806.807, Powell 94201 t. h. Air-Shutoff and Isolation: Same as 2. c. Oil-Shutoff and Isolation: Same as 2. 1 a. d Natural Gas- Shutoff and Isolation. aa. lion pipe sizes 4"and smaller,cast iron body,bronze or nickel elated cast iron eccentric plug, HYCAR plug seal, screwed ends,U.r.. listed. Manufacturer: Appolo 070,Crane 2330 FT,Contromotics 1 1000-AA, Lunkenheimer 700 St or 722 Ct, Wuchester 4:1 T. 3. Pipe Insulation. a. Flexible elastomeric type with ASME C-84-75 25/50 or better flame/smoke spread rating. h. Manufact rers: Armstrong,Af Armaflex;Normaro,,rhermacel. c. Hot water supply pipe at bathroom lavatory shall be insulated in accordvnce with A.D.A.(Americans with Disabilities Act)of 1991. 4. Cleanout and Floor Drains. a. Equipment Rooms and Heavy Traffic Areas: aa. Coated cast iron body,tapered threaded bronze plug and top assembly with heavy duty cast iron tractor cover, h. Finished Areas(Restroom and Compressor room) aa. Rody-coated cast iron,bottom caulked or no-hub outlet, drainage flange, weepholes, flashing collar. With large round threaded adjustable height,satin nickel finish,strainer. C. Traffic Areas; a :. Body-coated cast iron,bottom caulked or no-huh outlet, drainage flange,weepholes,flashing collar wi,9"round medium duty,cast iron, loose set,anti-tilting strainer. 27 5. Zoof Jackets: Vent stacks for sewer,soil waste,oil storage tanks and drain lines shall be extended at least 12"above roof. (and as re.11iired shall be encased in Frostproof jackets with 1"air space between tat. otside surface of pipe and inside surf, ,c l :post jacket). T -e top of the frust jackets shall permit the insertion of a testing plug hat it can be readily seen until removed and said plug shall be removed at once afler a final inspection. b. Roof jackets shall be constructed of 14 gauge galvanized iron for all sizes 6"and smaller. 6. Drain and Cleanout Flashing: a. Choraloy polyethylene laminated flashing or 4 Ib.per square foot lead. Flashing shall be a minimum of 32"x 32". ?. Water Pressure Reducing Valves: a. Provide and install as required. b. Pressure reducing valves shall be as manufactured by Watts or Lawler. Valve shall be field adjustable. S. Flectric Water Heaters: a. Provide Rheem model 68V-65 2000 watt, 120 volt,electric water heater with insulated 6 gallon tank,T&P relief w lve,op sting and safAty controls,or approved equal.. b. Provide wall bracket and mount on wall. 9. Sump Pump(s) a. General. Pr—ide where required by sanitary sewer depth limitations. Provide for foul htion grain sump where required. b. Sanitary sewer sump pump: To include an ALOMITE 8303 air driven pump with a I"diaphragm and capacity of 33.5 gallons per minute. c. Foundation Drain Sump Pump: To include an ALOMITE 8303 air driven pump with a I"diaphragm and capacity of 33.5 gallons per minute. /0. Sump Basin and Cover a. Basin: Fabricated steel as shown on drawings. 11. Fixture Schedule: A. Gcncral: /. All fixtures and trim shall be of first grade quality and Fnish, free from flaws and scratches. Groups of fixtures shall be matched. All fixtures shall be white unless otherwise specified. 2. All fixtures shall he equipped with chrome angle stops on water supplies. Public areas shall have loose key handles and wheel handles in priv❑te areas. 3. Provide 17 gauge adjustable"P"trap on below t•.ade installation. 4. Exposed flush,waste and supply Aire it!l�s fixtures shall be chromium plated pipe. S. P-I - Water Closets: American Standard 2108.408 Cadet,Seat: 13eneke 523-SS 6. P-2-Wall Lavatory: American Standard 2305.475 RELIANT. Washerless 28 single lever handle faucet,aerator,chrome finish. Drain: Grid strai:icr with 1-1/4"tailpiece,Cl;rome finish, Manufacturer: Delta (furnished with the 532). 7. P-3 -Utility Sink: Floor Mounted Utility'Laundry Sink, Mustee 19F. Provide faucet coveiplate. Manufacturer: Chicago Faucet#897. Drain: Inte-gral with Mustee,provide 17 ga►.ge p-trap. 8. Hose Bibs and`Nall Hydrants: a. P-4 Wall Hydrants-Exterior: Wall hydrant shall be suitable for wall thickness encountered: Zurn- 1310. b. P-5 Wad Hydrants-Interior: Vacuum breaker,Type:T & '3,B-720. C Installation g1'Pipes: 1. Pipe Hangers: a. Non-Insulated Pipe: Steel clevis hanger yoke type pipe clamp or steel double bol!pipe clamp. Copper plated for copper pipe supports. b. Insulated Pipe: Steel clevis hanger,steel double bolt pipe clamp, split ring hangers,or adjustable steel band hanger. c. Perforated Strap: Not allowed. 2. Building Attachments a. Concrete slabs: Universal concrete inserts or suitable Phillips shields. b. Steel beams: Beam clamps-no welding allowed. c. Steel roof joists: Provide steel channels above top joist chord- no welding allowed. d. Stcef deck: Hangers from steel roof deck not allowed. 3. Maximum hangers spacing and minimum rod size pipe shall be as scheduled below. The it aximum allowable load coluwin includes a safety factor of 5 and is to be used to calculate rod sizes for trapeze hangers and equipment hanging. Provide hangers for cast iron soil pipe at 5 foot intervals,except 10 foot intervals where 10 foot lengths are used. Provide hangers at 32 inch intervals for plastic nipe. Min. Rod Diameter �__—Steel �onoer & Max.allow load 1/2"&3/4" _ 7' S' 3/8" 610 lbs, & 1-1/4" 6' Y 3/8" _ 610 lbs. .1-1/2" 9' 8' _ 3/8" 11011W," 10' 8' 318" 610ibs, 2112_"_— 11' 9' 1Z---f1�41�s. "$c larger 12' 10' 1/2" I UD lbs, __--- 3/4" —1710-1bss 7 Z _ 3 7 7Q1W, D Sterilization of Potable Water System: /. Upon Completion of cold and ho;water piping systems, inch.ding water service connections,this Contractor shall sterilize the systems with chlorine hefore they are placed in operation. Follow local code:prescribed methods for dosage and contact time. Identification: I/. All piping in unfinished,acce.,sible areas shall be identified every 50 29 i feet,both side of wall or floor penetration and I,I very change of direction as to type of service and direction of flow 3. Installation of Valves: u. Provide valves as shown on the plans. 4. Pipe Insulation: a. Insulate domestic cold and hot water with 1/2"think flexible unicellular pipe insulation. Armaflex or Rubatcx manufacturer. Install in accordance with manufacturer's written instructions. Glue all seams and joints, finish with two coats vinyl lacquer,white color. S. Cleanouts and Floor Drains: a. Provide and install cleanouts and floor drains as shown on the drawings. h. Provide cleanout at sewer connection as it leaves the building in accordance with local codes. 6. Reof Jacket and Flashings: a. Roof jackets shall not be placed less than 4'-0"from edge of roof. h. Install flashings at all cleanouts,roof drains and floor drains. 7. Electric Water Heater: a. Provide heater and shelf to support the heater as specified. h. Pipe from pressure-'emperature relief valve to floor drain in such a way that discharge noes not ,'nck access to the hes'-r. ,'I. Sump Pump (Where Required). a. Provide pumps,connect and assemble controls,make connection from pump discharge to the building waste. h. If the foundation dewatering system discharge i - nnitted to enter the bu,,ding waste,discharge to ,orm sewer. c. Sump Pump and Cover: Provide al!excavation and backfilling required to install basin,making sure float operates fre-ly. 9. Mounting Heights. a. Wall mounted lay. -32"to rim h. Utility/laundry sink -32"to rim c. Interior wall hydrant -36"to faucet d Exterior wall hydrant -24"to faucet 10. Gas Piping: r, Install a complete gaF piping system making final connections to each anpliance. Make provisions with the utility company for service and meter. Comply with local codes. h. All gas piping passing tnrougl•, concrete or corrosive materials or installed underground exterior of the building,shall be mill coated and factory wrapped and the joints shall be scaled with enamel primer and 2 layers 3M #�0 cold plastic tape. c. Cias piping shall be graded in such a manner that low points or traps shall he avoided. If traps are unavoidable,cleanout tees with capped nipples should be provided at low points. SECTION 15500-bL 'ING AND VFM ,AJII-Q A. Genera 1: /. Work under this section includes: a. Warm air heating system. h. Radiant heating;system C Exhaust system. I? Prodncls 30 /. H.V.A.C. units as indicated on the drawings. 2. All controls and necessary wiring for operation. As indicated on drawings. 3. All diffusers,registers and louvers according to model and size indicated on drawings. 4. (not applicable) 5. Gas Vent and Breeching: a. Douhte wall,galvanized steel listed type"B"service with storm collars, `caps and braces as required. h. Ductwork: a. Round duct 6"and smaller shall be 26 gauge crimped end with screwed fittings audjoints. h. Rectangular duct shall be galvanized steel with all sheets over 17"being crossbroken. Sheet Sizes- inches wide -Uaupg 4-12 #26 13-30 #24 31-54 #22 c. Flexible duct connections shall be neoprene-coated fiberglass with metal fastening edge. 7. Duct Insulation: a. External duct insulation shall be 2"thick(K=0.24 BTU/hr.),semi-rigid glass fiberboard,with factory applied .7 mill aluminum foil face,fiberglass mesh reinforetd. Applied with welded ends at 12"O.C.and speed clips. h. Internal duct insulation shall be I"thick rigid liner,(K=0.23 BTU/hr.), fasteners welded at 15"O.C. 8. Infrared Heaters: a. As indicated in the drawings. b. Co,ttrols-pressure switch to shut ofl'burner ifair flow is not present, electric,as valve w'th safety shutoff and a maximum temperature setting of 55 degrees fahrenheu,24v thermostat. 9. Inline Fang-Centrifugal: C, Installation: 1. Provide and install all labor and materials necessary to complete the I1.V.A.C. installation. 2. Provide and install all controls necessat ,for the operation of the units. (I. Mount thermostat so that it �s out of reach. 3. Gas Vents and Breeching: a. Install all gas vents and horizontal breeching using products specified in Part 2.,include condensate drain when equired. 4. Toilet Exhaust fan: a. Support fan independent of the ceiling tile or grid. S. Power Roof Ventilator and Gravity Roof Ventilator: a. Install ventilator,roof curb and dampers. 6. Ductw)rk: a. Duct Area. Where irsulation is specified for ducts,they shall be constructed so the size, are the dimensions inside the insulation. d. flingers and Supports- aa. Horizontal. All ductwork shall he securely anchored to the building. 31 Bangers for ducts smaller than 60"x 24"shall he attached to the duct with a minimum of two(2)screws and shall be 1/8"x 1"galvanized steel straps @ 6" O.C. bb. Vertical. Where duct rises pass through flnors,supporting angles shall be securely fastened to ducts with rivets or screws. 7. Flexthle Connectors: a. All motor driven fans except roof mounted fans shall be connected to ducts with flexible connections. 8. Due'Insulation: a. install products in Part 2 where shown on plans. Insure all joints are snug and sealed tight. h Install combustion air and vent as shown on the drawings. c. Mount thermostat. 10. Inline Fans-Centrifugal: a. Mount from structure with 3/4"deflction spring and rubber isolators. I/. Testing: a. Start all equipment and test for correct operation. Adjust and start again to insure operation. ULUSION 16-ELECTRICAL. S.ECUM160L--GENERAL A. Provide all labor, materials, equipment and servicr.,r necessary for installing and completing the Electrical Work. B. Work Included: /. Wiring of Power and Lighting Circuits 2. Arrange for Electrical service 3. Lighting Fixtures-Provision and Installation 4. Connections of Equipment C Per nits and Codes: / Arrange for,secure,and pay for all permits required. Coordinate inspections by local authorities and sched:ile work with General Contractor. Mntcrials anti Metltclsts� 1 A. Perform all ivork in accordance with 1990 N.F,.C. and local codes. B. Coordinate electrical equipment and materials installation with other building components. including cutting,cast in place items,and other Aructural components. C. Verify all dimensions by field measurements. D. hnstall electrical equipment to.facilitate nnaintenance and repair or replacement of equinment components. As much as practical,connect equipment for ease of disconnection,with minimum of interference with other installations. E. "oordinate co,mection of electrical sPstems with exterior underground or overhead utilities and services. Comply with requirements of governing regulations, franchised service companies and controlling agencies. Provide required connection for each service. 12 F Perform all required digging and backrUing. Compact to a density equal to 95%of that of undisturbed earth. Restore the surface to its original condition. IDENTIFICATION; Identify startets,disconnect switches an4 pull boxes by means of stamped tape. G. Basic Materials: 1. Raceways: a. Lower Level: EMT with steel,set screw fittings. Size conduit according to code. b. Upper Level: EMT with steel,set screw fittings. Size conduit according to code. 2. Wires and Cable• r:onductors to be copper only;912 AWG minimum size. Insulation for ff .nd smaller: Dual rated THHN THWN. Provide type TFIW.'FHWN,or XHHW for larger sizes. 3. Outlet Boxes: To be steel of a size and type suitable for their use according to code. 4. Wiring Devices: Provide specification grade devices. Provide GFI outlets where noted. Device calor: Ivory with Plates. 5. Motor Starters: Provide full voltage magnetic starters with overload and other auxiliary devices for motors as scheduled on the drawings. Acceptable in antifacturers: Westinghouse,Generhi Electric,Square D,or approved equal. h. Panelboards: U. Provide surface mounted panelboard with flush door and flush latch and lock. b. Circuit breakers: Thermo-magnetic quick make,quick break,rated at a minimum of 10,000 RMS amperes symmetrical interrupting caracity. Provide higher interrupting capacities, if required,due to higher utility let through currents. Acceptable manufacturers: Westinghouse,General Electric,Square D. H. Service 1. Service Entrance: a. Provide an underground service from the building to the utility pole and up to the proper height for connection to the secondary lines. Proviec a weather head at the top of the pole riser. Strap to pole as required. Where entering the building,seal the conduits using Ductseal or OZ series CSB fittings. Verify exact location of pole with utility before starting this work. b. Charges by the power company for their work,temporary and permanent are to be billed directly from the power compan;,,to the Owner. 2. Grounding: Provide grounding system in accordance with the 1990 NEC and requirements of the inspector having jurisdiction. Provide a ground connection from the piping in accordance with local code. 1. 1,ighling 1. lighting Fixtures: Provide iirJrting fixtures for all outlets and fixtures as indicated. Fixture shall be UL listed. Fixture installed 33 outdoors shall be 111, listed for such service. Refer to schedule on drawings. 2. Lamps: Fluorescent lamps Energy saving type,cool white. 3. Ballasts: a. Fluorescent ballasts: Rapid start C13M certified by etl,high power factor,energy saving type,Class P with Class A sound rating. h. Outdoor fixture ballasts shall be suitable for we at-20 degrees. J. C'ununui icatiom. /. Telephone: Provide empty conduit and outlet box for telephone wiring. Provide conduit for telephone service entrance. 34 ADDENDUM Project: VALVOLINE NSTANT OIL CHANGE AT TIGARD PROMENADE TIGARD, ORE=GON Plan Date: APRIL., 1996 Addendum Date: MAY 30, 1996 1 . Following this addendum please find all the required calculations, forms and worksheets for the energy code concerning the building envelope. 2. THE FOLLOWING CHANGES HAVE BEEN MADE TO THE PLANS IN ORDER TO CONFORM WITH ENERGY CODE REQUIREMENTS: SHEET A-2: Detail 3 and 4 have been updated to show insulation that will be added to the floor and the ceiling in order to comply with energy code requirements for the building envelope. Detail 3 also shows an interior wall that needs to extend from the floor to the roof deck to more effectively insulate the heated area of the waiting and rest rooms, SHEET A-7: Detail 8 and the 'ROOM MATERI'I_S AND FINISH SCHEDULE' have been updated to show how insulation has been added within the walls in order to comply with energy code requirements for the building envelope. The drawing and schedule also show which interior walls need to extend from the floor to the roof deck to more effectively insulate the heated area of the waiting and rest rooms. SHEET F-1: PIANI-the two overhead lights on the north side of the building and the light above the stairs on the south side of the building were changed to type 'A' lights from type 'B'. These changer, have been made in order to comply with the lighting section energy code requirements. PLAN #2 - one of the Dverhead lights on the far east and one of the lights at the far west have been removed and the remaining lights at the far east and the far west have been moved. These changes have been made in order to comply with the lighting section ene-gy code requirements. SHEET E-2 LIGHT FIXTURE SCHEDULE: has been updated to reflect changes in the number-and type of lights now being used in the project. The,e changes have been made in order to comply with t're lighting section energy code requirements. See the attached pages for copies of the updated details and tables referred to above. The updated version of the specifications has also been attached and reflect these revisions to the project. In particular; Division 4-section 04220 Division 7-sections 07175, 07210, &0721 1 Division 8 Division 9-section 09510 Division 15-section 15500. 3. It is assumed that the service area and lower level will be unheated, keeping the temperature below 55 degrees fahrenheit. The thermostat will also be kept out of reach to ensure -n unheated environment. DIRECT QUESTIONS TO. Western Planning Associates, Inc. ATTN: Gare Van Dyke, Project Engineer 4621 SW Kelly Ave. Portland, Oregon 97201 Phone: (503) 294-0222 or(360) 695-8340 Fax: (503) 294-02.2.3 P .('AD\DAIA\VAI.Vo I.Itq\AI)I:Nt)M.WPI) 1 i CITY OF TIGARD May 2.1, 1996 OREGON Western Planning 4621. S.W. Kelly Portland, OR 97201 Re : VALVOLINE 15410 S.W. Pacific Highway PC2-60C BUP9G-0086 Attn: Gary Van Dyke, P.E. I Enclosed please find the original, executed -alternate request letter dated May 10, 1996, for your file. Please submit the energy forms and the three sets of site plans i requested in our March 7 and March 8, 1996, sita and building plan i review letters. If you wish to discuss any of these items, please give me a call . Sincerely, �"/James Funk Plans Examiner Enclosure i I bup96-0086\pc2-60cb I I 7 ` I i ;125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 MAY-16-1.996 10:23 WESTERN PLANNING ASSOC. 503 294 0223 P.02 WESTERN LSTERN PLAN1vING ASSOCIATES, INC. 4621 S.W. KELLY, PORTLAND, OR 97201 requett for alternate DATE: May 10., 1996 TO: sBuilding Official City of Tigard 13125 SW Hr.11 Blvd. Tigard, OR.97223 PROM' Cr, ry Van Dyke, P,E� PHONE: (503) 294-0222 FAX (503) 294-0223 RE. Valvoliate Instant Oil Change 15410 SW Pacific Hwy PC2-60C BUP96-0086 Section 1703 of the 1993 edition of the Oregon Structural Speciality Code (OSSC)requires that usable spare under the floor of the first story(basement)be protected with orie hour fire resistive construction. The standard Valvoline oil change facility uses a full basement with fixt:d stands for servicing cars through cuts in the floor above instead sof the encloser]pits which are e:tcepted in section .703 (1993 OSSC). The 1996 code, however, has specifically addressed our design. We, therefor, respectfully request that we mey be permitted to utilize exception 2, section 712 of the 1996 OSSC because our submittal date was so close to the April 1, 1996 adoption date of the new coda. if this requestt meets with your a royal, please sign in the space below. Thank you to considers � - 4 <__ d Scott, But diner Officia TOTAL P.02 Form 2a Project Name:VA-VOL A_NVF- -T(4,gyp Page: SUMMARY Project 1. Project 2. Project Addrr • 3. City/T, wn Otf�C�,s�- 5. County `,lIJknA, l5rCi4 4. Building, Gross Area (ft') 3,Z�6 6. No. of floc,,-,s Chapter Type ID Description Attached Attached Building Envelope norm 3a Building Envelope-General Forms and 3b Prescriptive Path -Zone 1 j Worksheets 3r; Prescriptive Path-Zone 2 ❑ Check boxes to 3d Simplified Trade-off IJ indicate attached — forms and Worksheet 3a Wall IJ-factors J worksheets. 3b Roof U-factors J 3c Floor U-factors J Systems Form 4a Systems -General V 4b Complex Systems Worksheet 4a Unitary Air Conditioners -Air Cooled ❑ 4b Unitary Air Conditioners -Water Cooled 4c Unitary Heat Pump-Air Cooled 4d Unitary Heat Pump -Water Cooled ❑ 4e Unitary AC & Heat Pump - Evaporatively Cooled ❑ of Packaged Terminal Air Conditioner-Air Cooled ❑ 4a Packaged Terminal Heat Pump-Air Cooled 4h Water Chillina Packages - Water& Air Cooled ❑ 4i Boiler-Gas-fired & Oil-fired 4j Furnaces and Unit Heaters -Gas-fired & Oil-fired Lighting Form 5a Lighting -General 5b Interior Lighting Power-Occupancy Method +� 5c Interior Lighting Power- Space-by-Space Method Worksheet Sa Intenir Lighting Power 5b Lighting Schedule 5c Interior C)ntrol Credits ❑ 7`Name 10. Telephone 8. Company 5p_ Lel 11. Date 9. Signature No. of Paaes Description of Document r�,sei Forms 2 1 Form 5a Project Name:V.&LVAAt45— Page: Z LIGHTING - GENERAL 1 . Interior Exceptions (Section 1316.1) J No Interior Lighting. The building plans do not call for new or altered interior lighting. Skip to Itern 4, Exterior Building Lighting -General, below. Erceptions 4 Exception. Tho building or part of the building qualifies for an exception from code lighting See a c'iscus5ion of requireme,ns.The applicable code exception is Section - Exce,rtlon . Portions of the qualifviigexcep- building which qualify: Z Pons on p.5-7. 2. Local Shut-off Controls (Section 1316.1.2.1,1) Complies. At least one local shut-off lighting control for every 2,000 square feet of lighted floor are,- and for all spaces enclosed by wali6 or ceiling height partitions.This control(s) is detailed in the building plans oil drawingsnumber ^xceptions IJ Exception. The building or part of the building qualifies for an exception.The applicable code See a dis.ussion of exception is Section 1316.1.2.'1,1, Exception . Portions of the builr,ing which qualify- qualifying excep- tions xcep tions on p.5-8. -- �� 3. Office Controls (Section 1316.1.2.1,2) Not an Office Occufiancy over 2,000 square feet. ❑ Complies. All interior lighting systems are equipped with a separate automatic control to shut off the lighting and local override Switching.These control(s) are detailed in the building plans on Exceptions drawing number---_ See umber— —_- See a discussion of Exception. The building or part of the building qualifies for an exr.eption.The applicabia code gcalitying ercep- exception is Section 1316.1.2.1,2, Exception . Portions of the building which qt :,iify: tions on p.5-9 Defini.:ion 4. Exterior Building Lighting -- General EXTERIOR J No Exterior Building Lighting. -)kip the rest of this form. i euiLatNG Complies. Complete items i ;and 6 below. LIG,4TING is lighting directed to illuminate the 5 , Exterior Building Lighting Controls (Section 1316.1.2.21 exterior of the building and Complies. The building plans require that all exterior building lighting is equi,iped with automatic adjacent walkways controls describer] in Sec. 1316.1.2.2.These controls are detailed in the buiiling plans on and loading areas drawing number J%' with or without canopies. J Exception. Th» exterior building lighting is intended for 24-hour coniinur. is use. 6. Exterior Building t•f¢hting Power (Section 1316.2.21 Complies. The plan, do not call for incandescent lamps greater than 10 watts for use in exterior building lighting. J Exception. T;ie building plans indicate luminaires with incandescent lamps gt9ater than 10 watts "_Lit they are 5 percent or less of the total installed exterior lamps. i i;ss� Forms & Worksheets 5-1 Form 5b Project: VAT,VOLINE-TIGARDPROM Page: INTERIOR LIGHTING POWER - Occupancy Method 05/17/96 M —T Retail orl (al I (b) I (c) 1 (d) I (e) (f) (g) 1 Merchan I I I I I Max I I Lighting I dise I I I Floor I JPower I I Power Lighting I I I Area I (Allow. I I Budget I Power IGroupl Area I (ft2) 1 J (W/ft2) J 1 (c-d) x e + fl (Group M) I----i - + — ----4— —I I IIF area is less than I I I I I I 1 12,000 ft2, enter I 01 0 1 3 .4 1 0 1 0 1 1 lazea in (c) I 1 I I I 11f area is between I 1 I 1 I 1 1 12,000 and 6,000 ft2 1 1 2, 000 1 2 .5 16,800 I I enter area in (c) I 1 I IIf area cvzr I I I I I I 1 16,000 ft2, enter 1 1 6,000 1 1.7 116, 900 1 1 larea in (c) I I I —'�T, —_ Uses I (a) 1 (b) I (c) I (d) I (e) I (f) ( (g) I Other 1 I 1 Max Lighting I Than I I 1Ceilingl Floor 1Power I I Power I Group M 1 I (Height I Area JAllow. I I Budget I Power IGroupl Occupancy Use I I (ft2) 1 (W/ft2) 1 1 (c-d) x e + fl (Group M) l i — B 1 MOTOR VEHICLE SERVICE STAlunder151 3,2081 1.2 1 1 3,850 1 1 1. Total Interior Lighting Power Budget (W; . I 3,849 I 2. Sum the page total (s) from Worksheet 5b I 3,838 1 1 3. Total lineal feet of track lighting 1 01 1 14. Multiply line 3 by 50 I 0 I 1 5. Total Interior Lighting Power (line 2 and 4) I 3,836 6. Total Control Credit from Worksheet Sc 1 0 1 7. Total Adjusted Lighting Power (W) (line 6 - 5) I 3,838 I S. Does design meet the budget? Otherwise redesign I Yes L — i i Worksheet 5a Prcject: VALVOLINE-TtGAMPR.OM Page: 1 LIGHTING SCHEDULE 05/17/96 I I I Lamp I Ballast I 1Tab1 I Lum. 1 Fixture --T---- ---�----I Luminaire I 5b I IDI Descript'-on INo. 1 Description INo. IDescript. I Power 1 "x"I IA 1?luore,cent surface 1 2 1F40T12/ES 12.01MAG BE 1 134 1 )< I !--+--- — — ---' i — i i IB IFluorescent suspended 1 2 IF'LOURESCENT SLIM12.01FLECT 1 260 ! 1 Ica IFluorescent troffer 1 2 1F40T12/ES 12.01MAG EE 1 134 1X 1 10 IFluorescent troffer 1 2 IF40T12/ES 12.OIMAG EE 1 134 1 I I I I I 11 I I I I I I I 1 I I I I I I i I I I--t— —F—I I I I I I I I I I I I ! I I I I I I ! I I 1 I I I I I ! I I ! Worksheet 5b Project Name: �p�Ufa.��11✓-�(��Page: INTERIOR LIGHTING POWER 'Enter the quantity (a) (b) ,c) (d) (e) (� tor every non- Lighting exemp'luminaire. Do not consider Room or Room or Plans Designatior Luminaire I Quantity of Luminaire Power track lighting on this Sheet No. Luminairest Power (d) x (e) form. Track lighting laY is accounted for on Form 5b. tt S — 0 �— I J 1. Page Total. Total the amounts in column (f). l' I rtissl Forms & Worksheets 5-5 Inc. 'Construction Inspection&Related Tests Carlson Testing, Geotechnical Consulting P.O. box 23814 JOB Na L Tigard, Oregon 97281 REPORT OF IN-PLACE DENSITY �T TSS ' ' Phone (533) 684-34 60 FAX (503)684-09544 Client -- BUP96-0086 Project —VAL-;vr-OL I NF @ 1 i GARP Pk(MF VAOE - --- -- -— 15410 SW PACIFIC HWY TIGARD , riR Material Description Max. Dry Density j'_i4 .4 lbs./cu.ft. Optimum Moisture _1 ____ % Method of Test -.4RSI�T�-180 __-_ Serial �, _^ 66 DATE OF TEST % ADJ. ELEV. FIELD IN-PLACE DENSITY- TEST LOCATION COARSE MAX. MOISTURE (LBS 'U FT. TEST NO PARTICLES DENS. FT. % WET DRY COMPACTION Rt- BANK DRIVEWAY EAST rG 1 NORTHEAST CORNER BC BANK DRIVEWAY Er-iST FG 2 CENTER _ 71 1 4 - a Li BC BANK DRIVEWAY EAST FG 3 SOUTHWEST CORNER f F 136 - r BC V,ALVOL INE DI<It _WAY 4 NORTHEAST CORNER _ - RC VALVOLINE DRIVEWAY FG 5 CENTER BC VALVOL'(NE DRIVEWAY Fc t SOUTHWEST CORNER r _. - i 'Qman•s: cc : CITY' OF TIGARD TECHNICAL DIRECTOR D . WHITEHEAD /CRW Reviewed By EmtgobWepax-t%--pe? tale--t- -tbe-mat.e_r__-ia1__>:ested/inspected only . CARLSON TESTING INC. ntunnation contained herein is not to he reproduced, except in full, without prior authorization from ttils office. i, MAY-16-19% 10:23 WESTERN PLANNING ASSOC. 503 294 0223 P.02 n WESTERN 1 PUNNING L 1 1 ASSOCLUES,nvc. J 4621 S.W. KELLY, PORTLAND, OR 97201 I feuest for alternate, - DATE: lterna eDATE: May 10, 1996 I TO: uilding Official City of Tigard 13125 SW'11,11 Blvd. Tigard, OR 9.1223 f yr, FROM: C-a.— Van Dyke,P.E.`�— PHONE: (503) 294-0222 FAX: (503) 294-0223 RE: Valvoline Instant Oil Change 15410 SW Pacific Hwy PC2-60C BUP96-0086 r Section 1703 of the 1993 edition of the Oregon SwCode (OSSC) eQuires that ctiral Speciality usable space under the floor of the first story(basement)be protected with one hour fire resistive construction. The standard Valvoline oil change facility uses a full basement with fixed stands for servicing cars i through cuts in the tluor Above instead of the enclosed pits which are excepted in section 1703 (1993 OSSC). Tie 1996 code, however, has speci6czlly addressed our design. We, therefor, respectfully request that we may b,- permitted to utilize exception 2, section 712 of the 1996 OSSC because our submittal date was so close to the April 1, 1996 adoption date of the new code. If this request meets with your ae royal please sign in the space below. Thank you ur wnsiders Da4td Scott, But ding Otlicia I �j TOTAL P.02 May 10, 1996 rFT,,ARD Mr.Jeff Rasak Sterling Development Corporation OREGON 3252 Holiday Court,Sdite 225 La Jolla,CA 92037 RE: T CARD PROMENADE-- SDR 95-0005 TIF CREDITS FOR ROYALTY PARKWAY Dear Jeff: Regardiig your letter,dated May 6, 1996,we are inclined to agree that there is$43,497 of creditable construction costs that could be applied toward other pads within the Tigard Promenade Development. .-iowe-!er,an application needs to be submitted to the City requesting these credits. The application we approved on April 15, 1996 was in response to a credit request for only Pads A,B and C. E:r.zlosed is another credit request application for your use. You will need to tell us how you would like the remaining credit to be apportioned to the other pads. The only pad that is not eligible or credit is the Washington Federai Saving:.Bank. The reason for this is that die TIF id when the building permit was issued. Set-tion IV(2)(d)of the TiF Procedv es Manual states that no credit will be considered after issuance of a building permit or, if deferral was granted, issuance of an occupancy permit. Therefore,credit could be applied against the deferred T'IF for the Les Schwab,Carl's Jr and Valvoline Instant Oil Change pads. Once you have completed the enclosed application and indicated how the credit is to be apportioned,we will set up a Credit Voucher that will specify the amount of credit to be applied against those projects. This vouches will be un file in the Development Services Division and you will receive the original. You will need to make sure that a copy of the voucher is in the hands of the individual who will eventually come to the City and pay the TIF for these projects. If you have any questions regarding this procedure or the request form, please Ici me know. Sincerely, Brian D. Rager,PE� Development Review Engineer Aldrich,Development Services FIi.E: 109tK. Ueet Improvements nr�os i ossa�r , 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 MW-10-1996 15:52 WESTERN PLA o;; & ASSOC. 503 294 0223 P.01 W ESTERN PLANNING' ASSOCIATES, INC.. 4621 SW KELLY AVE. PORTLAND,OR 57201 503.294.0222 / 206.695.6340 / AX:503.294.0223 FAX TRANSMITT.SL �� _ � TO: 1�t r��_ � FAX NUMBER 09_�-� COMPANY: or- t� Cslpt20 FROM. DATE: 1 y I9 TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: D NT(T BEING SENT: � _ i4- COMMENTS: TF YOU DID NOT RECD TVE ALL PAGES OF 11US FAX, PLEASE CONTACT US. CONFIDENTIALITY NOTICE THE DOCUMWIN ACCOM.PANYINC,THS TKAN I 115SION CONTAIN INFORM,-TION WHICH TS PRNUECEI)AND CONFIDENTIAL IND BELONGS TO WESTEt.N PLA.",WING ASSOCIATES,„JC. THI7 TZFORMATION 15 1NTE VEAONLY FOR THE LSE OF THE ZIDMDUAL OR ENTITY:4AMFI?APOVE IF THE READER OF THIS MESSAGF.IS NOT THE NT:KDED RECIPIENT, YOU ARE HEREPY NOTWED 11-UJ ANY DISCLOSURE,DI55EMf":'. ION,DISTRIBIMON,COPYING OR THE TAMG OF ANY ACTION LN REUI CF ON THE CONTENTS OF TNS CVFOR`MTION N Z+'_TLY PROHIMTET7. IF YOU HAVE RECEIVED TH 5 COMMT201CA170N IN ERROR PLE,�9E NOTIFY IS P:MEDIATEI.Y BY TI;I.FlIcNE AND YOU ARE TO MAINTAIN ITS CONFTDFNTIAL.TIY PT DFSTROYCJC 02 RETURNLNC THE FACSIMTIF TO US AT THE ADDRE55iJSTEDABOVE VIA MEI3POSTAL,SERVICE. THANKYOU MAY-08-1996 14:50 WESTERN NLANNIN!: H cnr. 503 294 0223 P.01 WESTERN PLANNING ASSOCIATES. INC. 4621 S.W. KELLY, PORTLAND, OR 97201 request for alternate DATE- May 8, 1996 TO: Iaam Fun t, Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 FROM Crary Van Dyke, P.E PHONE. (503) 294-0222 FAX: (503) 294-0223 RE- Valvoline Instant Oil Change 15410 SW Pacific Hv_y PC2-60C BUP96-0086 Under the provisions of the 1994 OSSC, Section 712, we hereby request an alternate to the requirement that the ceiling of the hasement (or tube pi',)be one h%ur construction and al! openings be protected. Such a,equirement would prevent the ure of the basement as a work pla?form for access to the undersi& of automobiles. Thank you for your consideration. '� Tana 0 OH May 8, 19�6 CITY OF TIGARD OREGON Carlson Testing Company, Inc. PO Box 23814 Tigard,OR 97281 PERMIT NO: BUP96-0086 OWNER: B.D.Lube PROJECT ADDRESS: 15410 SW Pacific Highway PROJECT DESCRIPTION: Valvoline TYPES OF SPECIAL INSPECTION: Structural special inspections. Dear Mr. Leach: The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,permit documents,and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authodzf i you to do the special inspection work. As the regulatory agency,the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the co,itractor. 2. Maintain one copy of each field repert at the job site. 3. Submit a finer report at the completion of each cat agory of work that you inspect. (See U.B.C.7015 for soils special inspection final report requirements). If you fail M comply with the above requirements,there may be causr,for the City to revoke your authority as special inspector for this job. Should you have any questions,please call the Building Division at(1503)639-4171. Sincerely, J Jim Funk Building Division Enclosure f-.\. ,,N,ofify dm 3125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-277:2 Sent by: JOSEPH HUGHES CONSTRUCTION, INC.507 684 5295; 09/16/96 12:18PM;JetfjX #86; Page 2/2 Cmahuction Iruxus .ctitm&Rted Tuts Carlson Vesting, Inc. GeotCchniail Consulting P.O. Box 23814 Special Inspection Tk,+rd,Oregon 97281 Phone(503)684-3460 DAILY FIELD REPORT FAX#684-0954 PROJEC-T •,� - `� - DATE �l - 'ILI JOB ADDRESS: ; - / -' , /' , < ;_ TYPE OF LYSPECTION: .• / PERLITT NO.: �' - r' �' ' �^ LAB. P.SPORT NO.: WEATHER: /' =ell_ Inspection Notes: (Include location, iesting data, substituti ins/deviations, materials and methods of conatructit ;conformance statement, etc. C � ��/ /)•_moi-' 2 / � .,,r! /I � � �.1,,'/• ..� ) Z / C' r i f li/ ! / l�� i'�,�. ,^ _� \Time Arrived: _______ Inspector: Time Left Job: _ Certification No.; l• r Irforrnnson contained herein is not to be reprodueed,except in fu',.,without prior authoritation from this office. MEMO: April 30, 1996 TO: James Funk, Plans Examiner City of Tigard 13,125 SW Hall Boulevard Tigard, Oregon 97223 FROM: Gary Van Dyke, PE Western Planning Associates, Inc. 4621 SW Kelly Avenue Portland, Oregon 9720'1 REGARDING: Valvoline 15410 SW Pacific Highway PC2-60C BUP96-0086 We have reviewed your memos dated March 7 and March 8, 1996 and provide the following responses: EROSION CONTROL (from letter dated March 7, 1996): 1. The erosion control fencing has been located and illustrated on Sheet C-2, ENERGY: 1-3 These forms are in the process of being completed and will be (-submitted soon. ACCESSIBILITY: t. This concern has been addressed in note 43 in the 'Door Schedule Notes on Sheet 'A-1'. •k This change in design has been made on all relevant sheets. This concern has been addressed in the Plumbing Fixture tchedUle on Sheet M-1. FIRE AND LIFE SAFE'T'Y: 4. A second fire exit stairway has been added to the building to meet this requirement. 2J) We wiil be requesting an alternate under OSSC, Section 105, uti''zing the provisions of the 1994 OSSC, Section 712. 3. The basement square rootage has been reduced to 1493'-4" '(under 1500 square feet), thus the sprinkler requirement is no longer relevant. �4..) This pennit will be provided separately by the equipment supplier. I C5� The fire extinguishers will meet or exceed the requirements as stated in the UFC, Section 79.908. STRUCTURAL: See attached cover letter and calculations from the structural engineer which specifically address these concerns. Plan Review Date 3 O �, CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B & D of this form and then return it to the Building Division for approvalrp for to issuance or a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) r->.A&a- Project Address: I SG}i o -S,3 ?igC_t t C W`r Project NaL.\,/C:)e: /A Ir "t of Record(Firm): Phone No: 2e) 4- - o ZZ-L ___ Engineer of Record (Firm): -+�t�G ,F. L Phone No: Z 44 - d 5]9 The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010- 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and ipproved by the Building Division. A. Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel Structural Masonry, f'm = _ 0 Field WoUng ❑ Fireproofing ❑ Shop Fabrication 13 Other 1 B. Indicate the special inspector or approved teeting agency to perform the special inspections i,oted in Part A above, including addresses and phone numbers. Submit names, qualifications and cplifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Divi:ion stating that all items requiring special inspe ction and testing were fulfilled an i•eportpd and,to the best of his/her knowlb,ige, in conformance with the approved dosign drawings, specifications, approved change orders and the applicab;9 workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not ,i conformance, unresolved items or any discrepancies in inspection coverage (i.e., .missed inspections, po,riodic inspc�.tions when continuous was required, etc..) shall be specifically itemized in this report. CAjZl�OtJ C. ❑ Structural Site Observation by Engineer of Record D. The owner hereby agrees to employ the special inspector, approved testing agency aild/or engineer for the above-noted speci�rspections /o traa ct :Observation. kX/ 11n� - Signature c,i Ow,-ier Print Name Phone No. Firm Date Structural Plans Examiner signature 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (.503) 684-2772 — t' o.r< S"I� APf� 30- 199b 09 19 P.01 C O N L E L 13oe S W Bertha 8121 Portland,Oregon 97219 Bus.(503)244-0579 ENGINEEH,,S, INC. FAX(503)24t-7023 April 30, 1996 Mr. Gary Van Dyke, PE Western Planning Associates, Inc 4621 Svti Kelly Portland, OR 97201 RE: Tigard IX Tigard Plan Review Comments - PC2-60C, 7UP96--0086 Dear Mr. Van Dyke: As per your request, we are responding to the structural plan check comments ptopared by Mr. James funk as follows: Y./ Stamped Stru(Aural drawings -We have stamped Drawings A4, A5, S1 S2 & S3. Z. Special Inspection Form -To be signed by yourself or the owner. Detail 61A4 -See Calf:ulation Sheet M1. Detail 2/A4 - See Calculation sheet I►A1. Alt 1 ' Ledger Angie in Detail 3/X.5 - Enclosed Calculation Sheet U2, Footing Reinforcement -Transverse reinforcing riot required. Longitudinal reinforcement to be minimum for temperature. �E. CalriiIations for W2 &W3 Footings - Calculaticr, Sheet F 1 for maximum design % co-edition. 31K Derail 3/AL -Applies at Upper Floor Slab/ Foundation Wall at North and South aides. CMU Foundation Wall Calculations -These calculations were for a CMU wall alternate that was not used. Applicable calculations are for 8' concrete wall on same page (FW1). $bl:" Engineering for 2'-8" pier - See enclosed Calculation Sheets W1 and W1 B and revised Detail 31S2.--� n,1) L4./// Shear analysis for east and west wells-6"e:iclosed cal culaftn_Shhget W1A_. 6! Allowable soil bearing ) See Geotechnical Investigition W-1217 (11095) prbpared by W st Coast Geotech, Inc. Sin 11,j Charier J. _nlee, Ph Conlee Engineers, enc. ENC: Calculation Sheets U2, W1 &W1 CC: File -WPA0429.96 APR-30-1596 09:15 P.02 Client Sbeet U2 CON LEE Project wo/�¢s6._ Date q2l�►/G Eh%':tNEERS INC. Subject Z!5f" �/2- By 'es 2 4 -T� 2�2L5U) g Soot' 1 �,p ��z'50 I _iS Clw 4Z,4 O ZZ O.64 •C /.op I 1 APR-30-1996 09:20 P.03 Client Sheet 1/✓/''4 u CO N LE E Project ENGINEERS INC. � yz Vt/.r![c: F/�./ g , Suhject_�� Z�7 zG 7 �G 7 s� 2�7 Lea.Al�,• c �---- ------- - I ]XI .drw 10 eo Com_ P 1 pff�� l��Es APP-30-1996 09:21 P.04 WN:-1 04QNMS, INC MS S.W. BERTHA BLVD. f"✓ W PA 0 5 P I EP M AND,OREGON 9T111► WALL GEOMETRY HEIGHT OF WALL TO ROOF LIP+E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 . 30 K3IGHT OF THE 1-?1RAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 33 MASONRY UNITS : UNIT DESCR:PTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F m . FULLY GROUTED (PSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500: SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LYES VERTICAL REINFORCEMENT : STEEL GRADE (Ku T.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 BAR SPACING (IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH OF STERL FROM COMPRESSION FACIE (IN) . . . . . . . . . . . . . . . . . . . . . 5 .13 LG'1DING CONDITIONS : WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 .00 SEISMIC ZON'3 . . . . . . . . . . . . . . . . . . . . . . . . . 3 r. SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FAVOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 .30 VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 830 VERT I CAL DFAD LOAD UJB S) . . . . . . . . . . . 997 VERTICAL LOAD ECCENTRICITY F'RUM FACS OF WALL (IN) 0 .00 ** ULTIMATE STRENGTH CHECK ** LOAD (.ASE DESCRIPTION U. MOMENT N. MOMENT SUMMAT.Y .75 (1 .4D + 1 ,7L + 1.87E) 9981.12 60613 . 84 OK .i5 (1 .4J + 1 .7L + 1.70W) 24472 .28 60619 .84 Of. .9D + 1 .43E 7129 .42 56390 .31 CK .9D + 1.30W 22.101.71 56390 .31 ')K ** SERVICL LOAD DFrLEC'TION CRECK ** LOAD CASE DESCRIPTION MI7-SPRN DEFLECTIONS (IN) SUMMARY MAXIMUO ALLOWABLE + L-VE + EARTHQUAKE 0 .03 1 .12 OK ?�a LIVE + OK WIND 0 •2a CODE COMPLIANCE CHECKS q DB SECTION UPPER LIMIT LOWER Y.im 'T VALUE SUMMARY gN(ES a �U 243.1 ( ) 0 .4LE-01 N/A 0 .17R-01 OY 2411 (b) 0 .321'-02 0 . 70E-03 0 .25E-02 OK TOTAL P.04 .�s I - a .�,� CITY OF TfGARD April 15, 1996 p �i � OREGON Mr. Jeff Rasak 5'9 Sterling Development Corporation 3252 Holiday Court, Suite 225 Lai"olla, CA 92037 RE: TRAFFIC IMPACT FEE CR.ED?T APPROVAL TIGARD PROP IENADE, SDR 9.5-0005 Dear Mr. Rasak- This is to info-„, you that the City has approved a Traffic Impact Fee (TIF I Credit for tl-c Tiga,-d Promenade, specifically the improvements that were constructed on SW Roya!ty Parkway (109th Avenue) and the traffic signal at Royalty Parkway and Pighwv y 991N. The total credit iiriount approved is $ 269,981, which will offset the calculated OF for this project. Your request for TIF credit asked the City to consider total stt--,et improvement cos"s of approximately $ 620,000., which included costs for improving Highway 99W along the frontage of the site. Briefly, we arrived at the TIF credit as follows: I. Highway 99W is not eligible for x I`- credit. Therefore, the $ 216,306 allocated to 99W improvements was not consider;d. 2. Since 99W is not eligible, only 50% of the traffic signal :ost is'.:igible, per Section IV.A(1)(c)(6) of the Traffic Impact Fee Procedures Manual. Therefoie, the eligible cost of the signal is $ 8:,689. 3. Private drive,vays are no;eligible for credit per Section IV.A(1)(c)(3)of the Procedures Manual. 4. Based on 41 through #3 above, the remiiining $ 313,418 ofconstruction costs is eiigible for credit. Since the TIF for this project is calculated at$ 269,98 1, the credit is Iirlited to that amount ^_5 SW Hail Tigard, OR 97:'23 (503) 639-4171 TDD (503) 684-2772 CITY OF TIGARD March 22 , 1996 OREGON We^tern Planning 4621 SW Kelly Portland, OR. 97201 Attn : Gary Va-,-, Dyke Re : VALVOLINE 15410 SW Pacific highway PC2-60C RUP96 -0086 r have completed additional research on those items of my March 8 , 19D6 , plan review letter that you have taken excepti,.,i :.o . Submit four (4) sets of revised plans with the following corrections o-: information : Energy 1 . OSSC, )action 1312 , Exception 2 , can be applied if the entire building' s interior is maintained under 55 degrees fahrenheit . The code requires that the roof/ceiling assembly meet the prescriptive path for the zone and the heating system be controlled b« a thermostat h,--ring a maximum setpoint of. 55 degroes fahrenheit , Provide these requirements within the revised plans . Accessiblity 1 . OSSC, Section 3109 (j ) 2 is specific . Doors shall not swing into the clear floor space of any fixture . Provide the cc,rrect detail within the revised plans . 'Fire and Life Safety have had discussion with Greg Griffith, an ICRn engineer at `he Seattle office , and he concurs with my findings on each of Lhe three issues you have presented . 1 . Two e•.lts aie recY,ldred from the basement and ladders are not an approved means of exiting in this case . 13125 Hall Blvd., Tigard, OR 97223 (.503) 639-d.?1 TDD (503) 684-2772 Western Planning Ma--ch 22 , 1996 pg . 2 2 . In order to utilize the exception to Section 1703 , the vehicle service pits would be required to be separated from the Lasement by walls constructed in accordance with that section and the ceiling of the basement protected accordingly. 3 . Section 3802 (b) , the requirement for sprinklers in a basement exceeding 1500 square Leet , is made more clear in the Handbook . It is the basement walls that must have exterior openings from the adj dining ground floor level , not the walls of the fist story. Ple&,se include these requiz ments in any revised plans you submit . If you wish to discuss any of these items , please give me a call . Sincerely, James Funk Plans Examiner ',up96-0086\pc2-60ca WESTERN Pj,, . \1 fNG ASSOCIATES, INC. 4621 S.W. KELLY, PORTLAND; OR 97201 riem0 DATE: March 14, 1996 TO: James Funk, flans Examiner City of Tigard 1312.5 SW Hall Blvd. Tigard, OR 9722.1 FROM: Gary Van Dyke PHONE: (503) 294-02.22 FAX: (503) 294-0223 RE: Plan Review Letter 3/8/96 VALVOLINE - 15410 SW Pacific Hwy PC2-60C BUP96-0086 We have received your Review Comments of March 8 for the above reference3 permit application and, in general, we understand the comments and will revise the plans accordingly. A number of items, however, are not clear to us and we respectfully request additional information or a reconsideration. Energy Items 1 through 3. The 1996 Oregon Energy Code is scheL.aled to be adopted April Ist. 1n the new code, exceptions are provided for automobile service facilities, recognizing that overhead doors are left open most of the time and normal envelope requirements needn't apply. Also, the requirements for foundation insulation have been deleted from the '96 code. Since the State grants wide latitude to the Building Official in these situations, we request that the new code provisions apply to this hermit. Accessibility 2. The inward swinging rest room door does not intrude into the required 60" clear floor space (see attached detail.) We would prefer that the door swing inward to provide more usable space in the waiting room. [ Fire and Life Safety III" I. The basement area is normally occupied by only two employees at any time. The working position for these employees i.; inside of the IUbe pits on e'evated, fixed platforms. From these positions, egress is most convenient straight up thro,.+gh the open pit. When cars are in position for service, they only cover the front or rear part of the pit depending on the engine location in the car. Oil lube facilities without two exits are common in Tigard and other cities nearby . We are .;u.rcntly building one in the City of i ualatin with the same exiting arrangement. We request that you reconsider your requirement for a second exit. 2 Sec 1703 excepts;"vehicle service pits" rom the requirements of this section. Ael A i11-I Ll.) It1l e .Nc/,.-je ✓ c. 11 fi�P 3 3802. (b) 1. requires sprinkler systems in basements greater than 1500 sf only where there is not at least 20 sq ft of opening per 501f of adjoining ground floor level exterior wall. We believe that we have met that exception. Thank You, Western Planning Associates Gary Van Dyke, ?.F. enclosure I i i i March 8 , 1996 CITY OF TIG ARD OREGON Western Plannincr 4621. SW Kelly Avenue Portland, OR 97201 Re : VALVOLINE 15410 SW Pacific Highway PC2-60C BU1196-0� 86 I T e plans and sr.ecificat.ions have been reviewed for conformity to pplicable cedes . Please suh~:it four (4) sets o` revised plans and I � pecifications inc -___Lng the following requirements : Enemy l/ Submit a completed Form 2a (Summary sheet) from as Energy Code Compliance M<Anual. (Revised January 1993) . Include r=_levant m lccplianc= farms and documentation. i tl 4dmple!ted Forms 5a, 5b, 5c, and 5d from an Energy Code f� axice Menual (Revised January 1993) . These forms must be p ide: d prior to occupancy. For slab-on -grade floors, the perimet,.r cf the floor shall be I insulated with a thermal resistant material , no less than R-4 . The insulation shall extend downward form the top to the bottom of th,? thickened slab (foo ' ng) (Section 5303 (d) 4] . Accessibility the one employee restroom and the accessible dressing room shall have unisex si.anage mcu11,.ed on the wall adjacent to the latch side of the door 60" above finish floor . Finish, color, braille characters and pictorial symbol signage shall comply with accessible r=quirements of Sectio.(i 31C9 (o) . The restroom doo : cannot swing into the clear floor space required for the lavatory IOSSC, Section 31C9 (j ) ] . Swing the door out . Where drinking fol..intain s are provided, one shall be mounted at. standard height and one mounted to be access _ble for persons with di sabilit-' er (Sect-ion 3108 (d) and Table 5-71 . 1 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 68,1-2772 ---- i Western Planning March 8, 1996 P9• 2 Pi e & Life Safety Two exits are required from the basement [OSSC, Section 3303 (a) ] . The ladder specified cannot be used as the second means of egress . Provide an additional exitway. 2 'lsable space under the first story shall be enclosed. The enclosure shall be protected on the side of the usable space If4 as required for one-hour_ fire-resistive construe tion [OSSC, -S � Section ] 703] . This means enclosing the ceiling of the basement and protection of openings . I would recommend ynu request an alternate, under OS�C, SE-ction 105, utilizing the provisions of the 1994 OSSC, Section 712 . A basement, with a floor area exk:eedir.g 1.500 square feet and without exterior openings for fire department access, shall be protected by an automatic sprinkler system [OSSC, Section 3802 (b) ] . The air compressor installation and operation requires a permit Dbtainahle from the SLate if oregon, Boiler and P.ressi,.re Vessel Division [ORS 480 . 525 (f) ] . Maximum capacity of tank not requiring a permit is 77 gallons with an operations pressure not to exce_'d 150 psi . Provide Type 2-A 2.0 BC fire extinguishers located not more than 75 feet from any pump, dispenser, or fill-pipe opening [TJFC, Section 79 . 9081 . ructural r Every page or sheet of a set of plans containing drawings and specifications required to be prepared by a State of Oregon licensed engineer must be stamped, signed, and must have the ex..niration date of that engineer' s license by his signature . OAR 820-10-620 and ORS 672 . 030 (2) . Complete the encloseC. Special Inspection form and return to this offirE� prior �o c,xr issuance of the building permit . Copies of all inspection. reports shall be filed with this office continually dur.in, construction. A final signed report must be on file before cccupancy w_ ll be permitted [OSSC, Secticn 306 (c) ] . G Tr?re are many details without specification and engineering . Exa!iiples are : r /A4 - ledger attachment and strap at top of mansard. Western rlanning March G , 1996 pg. 3 �.�3/A5 /A4 - similar. - engineering for L 3 " x 3" x 1/4 " and anchorage for slab floor loads . R Calculations for determining reinforcement in all footings . r,E. Calc-ilatlons for WF2 and WF3 footings . ►F'. Where is 3/A5 referenced? Where are the CMU/FDN wall calculations applicable? Specify what reinforcement is to be used. H` Engineering for. thr: 2' 8" pier shown in Detail 3/5-2 . What steel are you specifying for the 40" pier? Provide a detail . &: Provide in-plane shear analysis for the east and west walls (relative pier rigidity) . Include over-turning analysis for kk jamb steel . 1� The soil classification in and around he City of Tigard is designated as Class 4 [OSSC, Table 29-B] All structures are to be designed using an a-llc.,wanle foundation and lateral pressure of 1, 500 psf increased as permitted by Footnote 3 . Submit a geologist' s report substantiating the soil bearing capacity of 2 , 500 psf used in your engineering calculations . Mechanical We have been informed that there will be a separate application and plan review for mechanical . Therefore, Sheets M-1 , M-2 , and M-3 have not yet been reviewed. If you wish to discuss any of these items, please give me a call . Sincerely, 77 :1.-y„ . fames Funk Plans Examiner enclosure bup96-0086\pc2-60c CITY OF TICIA RD OREGON March 7, 1996 Western Planning 4621 SW Kelly Avenue Portland, OR 97201 Re : VALVOLINE 15410 SW Pacific Highway PC2-59C SIT96-0005 The plans an(: specifications ti,+ve been rt, iew-?d for confocn;ity to applicable codes . Please submit: three (3) sets of revised plans, including Sheets T-1, C-1, C-2, and L-2 E.nd spe.cifica!io:is orporating the following requirements : The location of erusion contr,-)l measures shall be illustrated l on Sheet C-2 . If you wish to discuss any of these items, please give me a call . Sincerely, 7 James Funk / Plans Examiner sit96-0005\pc2-59c 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TCDD (503) 684-2772 -- -- P'in Review tf Date CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B & D of this form and then return r to the Building Division for approval prior to issuance of a building permit. (Please note that a separate soils special inspect on form may be required and additional special inspections may be required for contractor design items.) Project Address: Project Name: Architect of Record (Firm): Phone No: Engineer of Record (Firm): Phone No: The following special inspections and structural )bservations shall be performed according to this State Building Code and the City of Tigard's Municipal Coda Chapter 14.06.010 - 14.06.040 unless a sc;,_—jultr inspection s submitted by the Engineer of Record and approved by the Building Division. A. Reinforced Concrete ❑ P es;ressed Concret ❑ Structural Steel Stnictural Masonry, f'ri rZ Field Welding ❑ Fireproofing ❑ Shop Fahricn.kion �_Other B. Indicate ?he special inspector or app,oved testing agency to perform the special inspections note in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the �ecial inspectors assigned to the p oject. The spec;al inspector or inspection agency shall submit a final signed rept to the Builoing Division stating that all items reqs ging special inspection and testing w .3 fulfilled and reported and,to U best of hisiher knowledge, in conformarce with the approved design drawings, specifications, approved change cyders and the applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., m ssad inspt,-:tions, periodic inspectic.ns when continuous was required, etc.) shall be spec;fically itemized in this report. C ❑ Structural Site Cbservation by Engineer of Record D. The owner hereby agrees to employ the special inspector, approved testing agency and or engineer for the above-noted special inseecticns anther structural observaaen. Signature of Owner Print Name— Phone No. Firm _ Date _ Structural Plans Examiner signature 13125 SW Hell Blvd., Tiac-d, CR 97223 (503) 639-4171 TDD (503) 681-2772 �J IIF WF, `44 )1 , IF 1- I u 11- 1.1 VI i t Jj-,j I f.-I I I I I C O N L E E ,30tSBertha � E► ortland,Oregon 97219 Bus.(503)2440579 ENGINEERS, INC. FAX(503)244.7023 TRANSMITTAL DATE: February 19, 1996 TO: WPA ATTN: Gary VanDyke RE: Tigard IOC CUPIES DATE ITEM 1 2/19/96 Files for Drawings S1 & S2. 1 2/19/96 Structural Calculations (12). NOTES: Per your request for printing and permit submittal. FIRUM: Charles J. Cunlee, PE Clnlee Engineers, Inc. Cc: y��( L C Client �— 7� Sheet, OE VONLGE Project ,��/ � __ .. Date ENGINEERS INC. � -�/vt� �c i By G✓C-. Sub cct -�aC I i CALCULATION INDEX SUBJECT PAGE FOOTINGS F1 UPPER LEVEL FRAMING U1 STORAGE DECK D1 FOUNDATION WALLS FW1 TRASH ENCLOSURE T1 MANSARD M1 WALLS W1-W4 LATEW'd. LOAD,', L1 I � nPaF I N 4 f D � 1 0 ON y�9tfs J. I Client Sheet �cE C4 N LE E project �'✓' _-_. Date ENGINEERS INC. Subject — _ B Qr— :✓/Z < 1 I I CC ProjectClient — A __ _ Sheety/� _ C O N L G E �vt/r�iC7�.3 Date_ f —' .._ ENGINEERS INC. Subject �oo� =� �"'> By_. '�/ry z r, w�'�✓k/4 %yw W Bxi� 9 ��i�� _ v"r _ a . '76 X/Z - ��J i i � Client __ Sheet CD CON LEE Project �' ' hate ENGINEERS INC. Subject ��'�'�!� ' '�-- HY C`�L � w j < i �;'7-4.ar.�p o�/`-`�� ' /`rte•;;�7J C�_/E'O-� -- C Client SbcetZ/r/� C ICON LLEE Proct._ w/��;r5/fa�3 /,s, �� Date_. ENGINEERS INC. �� V�.�i C d C✓� Subject y ��3'C s,>✓ �-r'Z �./'' � .�= ,�4, Fri ,� -��.�.s�, ,,v = O Gr�9d 1 1 l !il//iC..J�BJ �-�-�:/(f x' .S.7f'�J �L�,/ �- /lam �, �� e�- •=� /"yam � C''J,� � =- C/ •/Cd '��"" ��V ��'t] %� ^ "Z'�� 1- Client __ Sheet. 7-7',!_� C CONLEE Project Date 1) ENGINEERS INC. By Subject i Client Sheet UCON LEE Projcct _ _ Date <s ENGINEERS INC. Subject _ _ By GJC- i I UF Client _. _-- __ Sheet COQLEE Project �`'/' ''7 Date ENGINEERS INC. G'iy�✓ y,giG� By Subject Zr eV 0 , 4�- - od /'✓S v• OCA Z C�?D� S'�2�5'�_ Com'4//•"! <,, f'� oy� CA _W10 vJ r� Wc: G JL WPA05 PIERS WALL GEOME-RY HEIGHT OF WATT TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 . 30 HEIGHT OF THi PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 33 MASONRY UNITS : UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. HEAVYWEIGHT CML' GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'm : FULLY GROUTED (PSI) . . . . . 150 SPECIAL INSPECTION REQUIREDES VERTICAL, REINFORCEMENT STEEL GKADE (KSI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '-6 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '5 BAR SPACING (IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH OF STEEL FROM COMPRESSION FACE (IN) x__13 LOADING CONDITIONS : WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 00 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 .30 'VERTICAL LIVE LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500 VERTICAL DE_►D LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 900 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL (IN) . . . . . . . . . . . . 0 .00 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75 (1 .4D i' 1 . 7L -;- 1 . 87E) 12561 .75 63365 . 16 OK .75 (1 .4D + 1 . 7L + 1 .70W) 2.2995 . 69 63365 . 16 OK .9D + 1 .43E 8592 . 22 56386 .61 OK . 9D + 1 . 30W 18730 . 50 56386 .61 OK ** SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS (IN) SiJMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKF 0 . 04 1 . 12 Gil DEAD + LIVE + WIND 0 . 18 1 .12 OK ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT 'vALUE SUMMARY 2411 (x) 0 .40E-01 N/A 0 .2.2E-01 OK 2411 (b) 0 .32E-02 0 . 70E-03 0 .25E-02 OK 2409 (e) 1 0 .60E+01 N/A 0 .11E+01 OK W3 �✓G Client Sheet �/✓Q CON LEE Date U ENGINEERS INC. Subject "X702 By •mob y �g ) l.�.c:►iv to t � q 1'3 ,cam •�{xi�_ .�� _ g o,-/, Client _ Sbeet rr COIF LEE Ptoject_ /'�� U ENGINEERS INC. Subject By •�G' ..:off .�)//_ �� Gn � o 6. - 11 L+� ��Gt7� -�• G� � �'-�..." Gut /C7 1 1 j°� R WC� West Coast Geotech, ItIc. GEOTECHNICAL. CONSULTANTS W-1217 November 6. 1995 r' F;D Lube 1354 Skve Parkway COMGiur,�i, E West L:nr. Oregon 97068 Attn: Mr. Bruce ha,.en/.Mr. Davc; Ll_od Owners GEOTECIWICAL INVESTIGATION VALV )LINE OIL CHANGE SHOP-TIGARD PROMENADE TIGARD, OREGON Gentlemen: in general accordance with our proposal of October 23 and your authorization of October 26, Wert Coast Geotech, Inc., has completed a geotechnical investigation for the }proposed shop located east of Highway 99 in the Tigard Promenade Development in Tigard/king City. This report provides a summary of our field and laboratory testing programs and presents our recommendations for foundation and pavement designs and grading operations. This report was prepay:d for your use in the design of the subject facility and shoald be made available to potential contractors for information on factual data only, i.e., field test pit log and samples, if any are Laken. This report should not be used for contractual purposes as a warranty of interpreted subsurface conditions such as those indicated by the formal test pit iog and/or discussion of subsurface conditions contained herein. PROJECT AND SITE DESCRIPTIONS This project will consist of a 57-foot ]on- by 35-foot wide by 13.3-foot high CMU-block wall type building with a full concrete basement (that is approximately 9.1 feet deep). The structure will nave a raised concrete deck for the main floor which is supported by a line of isolated column footings along the center line of the basement (at an -pproximate 6-foot spacing) and the outer perimeter ba3errient wall footings. The basement floor will consist of a concrete slab-on-cirade. P.U. Box 388 West Linn, Oregon 97068 503/655-2347 FAX .503;'655-0642 BU Lube November 6, 1995 Page 2 Based on our experience with your other projects, we assume that stri—tural loads may vary from 20 to 27 kips for the isolated columns and may approach 6 kips per lineal icor for the nerimeter basement wall. A topographic map of the property is not yet available for our use sn the following site description should be treated as preliminary. The building site is located on a relatively level building site. According to our conversar_n with the foreman of the Excavator of the Tigard Promenade Project on November 1, the building site is not scheduled fo: the placement of any additional fill; although, about 12 inches of fill was initially placed Lin the property because a similar amount of subgrade material was borrowed fro► this area for another part of the project. Based on our conversation with you, we and stand that all fill material will be compacted to required specifications by the Excavator of the Tigard Promenade Project. We advise that a copy of the field aensity tests be provided for our review and comment. :FIELD EXPLORATIONS The field exploration program consisted of one test pit as shown on the Test Pit Location Sketch, Figure 1, which was taken from a preliminary site plan provided for our use. The test pit, designated TP-1, was excavated on November 1, 1995, using a trackhoe provided by a local contractor. As per your instruction, the test pit was purposely located inside the proposed building area so that compaction of the backfill would not be required; however, d,►ring the building's excavation, we recommend that we be allowed to examine the subgrade area to determine if any loose backfill (that rlay still be present beneath the slab/footing) should be removed and backfilled with engineered fill. The test pi', was excavated to a depth of 11 fret below current ground surface. A West Coast Geotech, .`nc., Engincer was present throughout the exploration to prepare a descriptive log of the test pit. After the log was completed, the trackhoe operator backfilled the test pit. No compaction was conducted on the backfill. A summary test pit log is presented in Figure 2. Soil descriptions and interfaces un the log are interpretive, and a,.-.tual changes may be gradual. The location of the test pit shown on Figure I is approximate and based on our measured approximation made from nearby references during the field exploration using a cloth-tape. No elevation w--, taken at the test pit. SUBSURFACE INTERPRETATION The analyses, conclusions and recommendations contaired in this report are Lased on site conditions as they presently exist and assume the exploratory test pit is representative of the subsurface conditions throughout the site. If, during construction, subsurface conditions aifferent from those encountered in the exploratory test pit ate observed or appear to be present beneath excavations, we should be advised at once so that we may review these conditions and reconsider our recommendations where necessary. BD Luhe November 6, 1995 Page 3 Exiging Fill.. As evidenced h� Test Pi`. TP-1, 12 to 13 inches of recent till is present on the building site. The existing till consists of brown, clayey silt that appears to be medium stiff in consistency. In our opinion, the existing fill should be classified as non-compacted until such time that field density test reports indicate otherwise. Although such Ful is not anticipated to seriously impact the design of the structure . .,iat has a full basement), the life and stability of pavements may be significantly affected by the existing fill layer, if not satisfactorily compacted. Na ive S��G . Beneath the topsoil and the existing fill, the field exploration at the building site disclosed the presence of a medium dense, moist, brown silt of low plasticity containing a trace of fine sand to an approximate depth of 9 feet below current ground surface. Beneath the silt layer, the subsurface soil consists of a loose to inedium dense, brown, saturated silty fine sand of low plasticity to the bottom of the test pit. Groundwater_ Grounawater seepage was observed on November 1, 1995, at an approximate depth of 10 feet below current ground surface. It is our opinion that groundwater flows throughout the year in this area. Groundwater will fluctuate with time and season and should be anticipated to be at the highest level in winter or early spring (within 4 to 5 feet of ground surface) :nd at the lowest level in summer or early fall. Groundwater is anticipated to be a significant design consideration for this prpi::ct because of the planned basement. Further recommendations will be presented later in this report. GEOTECHNICAL DESIGN RECOMMENDATIONS Foundation Desian Footings. Based on our exploration program and our understanding of the proposed project, it is our opinion that the structure can be satisfactorily supported by shallow foundatio.-s. We recom�;:end that the footings be designed usi�arl.allo�arable bearing pres�ura_ of 2,500 pouted per square foot provided the footings are founded on the firm. native, inorganic brown silt/fine silty sand soil layers below the existing sur-ficial organic topsoil/rnon-engineered existing fill layers if any are found to be present at the building site after grading. When sizing footings for seismic considerations, the allowable bearing pressure may be increased by 30 percent. Based on our review of the 1994 Uniform Building Code, the building site is currently in Zone 3. The Site Coefficient should be assumed to be S3. Continuous wall footings should have a minimum width of 18 inches, in our opinioji,_ard column footings should_have_.a minimum width of 24 inches. All perimeter Wafl footings and isolated column footings should be founded at least 18 inches below the lowest adjacent grade which should he taken as the finished basement floor elevation or exterior grade, whichever is lower. BD Lube November 6, 1995 Page 4 Each footing excavation mould h: evaluated, in our opinion, to confirm suitable bearing conditions and to determine ;!lat all topsoil, loose materials, organics and unsuitable soil/existing non-engine:cred fid: r • been removed. If such unsuitable materials are encountered at footing locations, we recommend that the unsuitable materia: be removed. If y.iu desire to raise the footing grade after excavation, the engineered fill should be placed according to our recommendations shown by Figure 3. Footiag Settlement Based on our knowledge of the project and our settlement analysis, total footing settlement is estimated to be, approximately, 1 inch, but probably less. Our settlement estimate assumes that no disturbs -e to the foundation soils will be permitted during excavation and construction. We recommend that the footing excavations be conducted using a smooth-bucket trackhoe. All loose subgrade soils should be removed. Alternatively, the exposed subgrade beneath footings should be compacted to a dry density of at least 95 percent of the stnndwd Proctor maximum dry density (ASTM D698) or as approved by the Geotechnical Engineer. To evaluate differential settlements accurately, additional information is equired such as footing loca':.,n, footing size and a more precise breakdown of loading. However, differential �ett!ements for similar projects are typically on the order of 1/2 to ?/4-inch as long as all the footings beat on the same soil stratum near the same elevation. If the structure is considered to be relatively intolerable to total or differential settlements, then we recommend that we be allowed to review our settlement estim!.tes when more precise information is Mailable. Our settlement estimates also assume that minimal cut and fill are anticipated at the building site. Structural fills used to raise the site grade wili also consolidate the underlying soils and cause the footings to settle even more they what is caused by the structural load alone. If the building is moved to another area of the property that will hay.':. %w fill, we recommend that v.e be all ved to evaluate the settlement caused by large area fills. Floor Sla All baL hent floor slabs-on-garde should be founded on a minimum 6-inch laver of free-draining, well-graded sand and gravel, drainrock or crushed rock with a maximum particle size of 1-1/2 inches and containing not more than 2 percent passing the No. 200 sieve (based on a wet sieve analysis). All underslab granular materials should be compacted to a dry density of at least 95 percent of the standard Proctor maximum dry density (ASTM D698). A moisture-vapor barrier is also recommended as addition,! protection beneath the slab. Concrete slabs should be designed assuming an effective modulus of subgmde reaction, , of 100 pounds per square inch per inch for the medium stiff tine-grained till soils typical to the surface of the site. This recommendation also assumes that a 6-inch laver of compacted a-gregate base be placed beneath the concrete slab. We also recommend that a concrete slab be used for areas designated for garbage/waste containers/bins. BD Lube Nove -her 6, 1995 ',ige 5 Drainage. Because of the potential for high perched groundwater seepage (especially during the winter during prolonged periods of rain), we recommend that basement floor slabs-on- gr ade labs-on-grade be founded on a minimum 6-inch layer cf free-draining, sand and gravel or crushed rock wl"i the following gradations, based on a wet sieve analysis: Sieve Size Percentage Passing (By Weight') 2" 100 3/8" 40-80 No 40 0-35 No. 100 0-10 No. 200 0-2 In addition, the plasticity index for the fraction passing the No. 40 .should be no higher than 6. W,� also recommend that underslab drains be installed beneath the basement slab. The spacing of the underslab drainlines should be no greater than 15 feet. A typical underslab detail is provided on Figure 4. A sump pump with the capabilities of turning itself on and off, intermittently, appears necessary for .his building dur io the grades cf the stormwater drainage :;ystem. Retaining Walis. Small cantilever retaining walls, if any, or basement walls should be designed to resist lateral pressures. The lateral pressure will depend on the ability of the w?.11s to yield. Small retaining walls should be designed using an equivalent fluid weighi,ig 35 pounds per cubic foot for the active condition. Non-yielding walls (such as basement walls) should be designed using an equivalent fluid weighing 45 pounds per cubic foot. These recommendations assume that the walls are designed according to Figure 5. These values also assume that the wall is properly drained to prevent the buildup of hydrostatic pressures and a level backfill. Higher lateral pressures may be anticipated for up-slope backfill. Sliding, overturning and maximum toe pressure should be checked for the wails. The lateral pressure may be resisted, in par*., from the passi-,e resistance of the soil in front of the wall footing. Ultimate passive resi Cance may be competed on the basis of 300 pounds per cubic foot equivalent fluid where horizontal ground surfaces prevail provided that the backAl in .ront of the footing is thoroughly compacted. Additional ultimate resistance to lateral earth pressure may be obtained from sliding resistance of the base of the wall footing. We recommend a friction factor of 0.3 for tine-grained subgrades up to a maximum sliding resistance of 1,500 pounds per square foot to determine the sliding resistance at the Kase. The minimum factor of safety to resist sliding and overturning should be 1.5, in our opinion. Drainage )s considered necessar— to protect against saturation of the backfill due ;o lei age from 5roken wat,2r or sewer lines or shallow subsurface seepage. Recommendations BD Lube November 6, 1995 Page 6 concerning backfill and drainage requirements behind srn 1i candiever retaining walls are also shown on Figure 5. The perimeter drain lines should be adequately sloped to allow the water to drain under gravity. Failure to adequately dispose of the water behind a wall could lead to significantly higher lateral pressures than anticipated. Additional lateral pressure on —mall czntilever/basement waiis can be caused :Iom. ,nearby footings or heavy elevated floor loads. We recommend that we be allowed to evaluate this additional late,,-al pressure for these situations on any new below-grade walls if any are planned for this project especially if the closest edge of the footing to the bottom of the wall is on a slope steeper than 1H (Horizontal):IV (Vertical). Nvernent Design Design Assumptions. A study was conducted for the pavement sections for the new pavement areas. Our pavement design recommendations are based on the follow; design assumptions: o Design vehicle for the pavement shall be assumed to consist of cars and light pickup trucks and an occasional 3-axle fire trick, o Asphalt/Crushed Rock pavements with a traffic design period of 20 yearn, o The top 12 inches of the subgrade is compacted to a minimum of 95 percent of the Standard Proctor maximum dry density (ASTNI D698), If these assumptions are substantially incorrect, new pavement thicknesses should be determined. Pavement Section Recommendations. Based on our design analyses and the assumptions outlined above, we recommend an asphalt pavement section that consists of 3 inches of asphalt concrete over 8 inches of aggregate base. Pavement Materials. We recommend that class C asphaltic concrete be used for the pavement section for a better appearance. Pa, ment sections shoulr' conform to the Standard Specifications for Highway Construction (Ore, .n State Departme-, of Transportation - 1991). T`te aggregate base material should consist of a dean, well-gra,,ed crushed rock conforming to the Oregon Department of Transportation Standard Specifications (Section 02630) except that not more than 5 percent should pass the No. 2,00 sieve (based on a wet sieve analysis). The base material should be graded from 1-1/2"-0" except for the top 2 inches which should be a l(.veligg course graded from 3/4"-0" The CBR (California Bearing Ratio) value of the material should not be less than 50, and preferably greater, and have a sand equivalent not less than 3,0. The base material should be compacted to a dry density of at least 100 percent of the standard Proctor maxim+,m dry density (ASTM D698). BD Lube November 6, 1995 Page, 7 grading Operations Subgrade Preparation. The subgrade pri:pa.ration within the building area (or for any other areas that have footings, such as at proposed retaining walls) should inciude the stripping and removal of all surficial organic soil (sod/topsoil) and other unsuitable soil previously describers in this report ksuch as the non-engineered till observed at Test Pit TP-1 unless field density tests indicate satisfactory compaction levels), as determined by a qualified representative of the Owner (preferably, the Geotechnical Engineer). After ex:avation to reasonably level, required subgrade elevation, the building and pavement areas should be proof-rolled with a loaded dump truck or similar vehicle in the presence of a qualified representative of the Client (preferably the Geotechnical Engineer). Any soft or disturbed areas that are detecteri by to proof-rolling should he removed and backfilled with engineered fill (even if field density tests indicate sa;'sfactory compaction levels were achieved at one time). The actual amount of material to be excavated may need to be determined in the fi,-�ld, and the specifications, if any are written, should include a unit cost bid item for such o,.,,c: cx_-2vation. Construction operations may need to be modified to minimize site disturbance especially during wet weather conditions when soil moistures are %rove optimum moisture content such that pumping or rutting of the subgrade is obsen-d by the Owner's representative. Any disturbed soil shall either be compacted to acceptable standards or removed and replaced with engineered fill. D,re to the nature of the underlying soils, we recommend that the site work be conducted during the normal summer/fall construction season when subgrade and fill moisture contents are typicaiiy at their lowest and extended periods of dry, warm weather are usually common. If construction can,�ot be conducted during the normal summer/fall construction season and if pumping/rutting due to construction traffic begins to occur as observed by the Owner's representative, th subgrade should be protected and additional costs mould be anticipated. The Contractor shall be responsible for developing an adequate workpad for construction access roads and major staging areas for construction traffic. Engineered FILL Any reasonably well-graded, on-site soil that is free of organic or other deleterious matter or oversized material (larger than 4 to 6 inches) would be suitable as engineered f tt in building and pavement areas if the ill is piaced during dry warm weather on a dry subgrade surface and it is properly moisture-conditioned to within 2 percent of optimum moisture (i,e. aerated to lower the moisture content or moistened to raise the moisture content depending upon exis 'ng field: moisture and optimum me stil-e content) before and during placement. Excavated on-site silt/fine silty sand soils should not be used for engineered fill in building and pavement areas during wet weather/winter construction. We recommend that a clean (not more than 5 percent passing the No. 200 sieve based on a wet sieve analysis) reasonably well-graded granular material such as a sand and gravel or crushed rock be used for engineered till for the following situations: BD Lube November 6, 1995 Page 8 o during the wet periods when there is insufficient time or dry hot weather to dry the soil moisture to optimum moisture content, o when excess moisture that is present in the subgrade is observed to be migrating to the fill layer during compaction such that pumping is observed or specified compaction levels cannot be achie.ed using on-site soils. The gradation of,.,ny granular import material selectet' by the Contractor should be checked to determine its compatibility for use adjacent to on-site soils. The maximum particle size of the granular engineered fill should not exceed 1-1/2 inches for testing purposes. We also recommend that the Contractor submit, for approval, samples of fill material intended for use as engineered till prior to earthwork construction. Engineered fills should be placed in about 9 to 12-inch loose lifts for areas that are compacted with large self-propelled rollers, and should generally be compacted to a dry density of at least 98 percent of the standard Proctor maximum dry density (ASTM D698) or as approved by the Geotechnical Engineer. Lift sizes for small vibrating plates typically used in trenches vary from 4 to 6 inches. rhe size of the lifts and the number of oasses of the compactor may need to be modified by the Grading Contractor to achieve the desired results using the equipment selected. The engineered fill should be placed in horizontal lifts commencing on a re!advely level subgrade surtace.. Slopes. Al:. permanent cut and fill slopes, if any, should he groomed to slopes no steeper than 2 Horizonte (H): 1 Vertical (V) for stability purposes. Flatter slopes may �e necessary for ground cover and maintenance operations. Because of saft ry considerations and the nature of temporary excavations, the Grading Contractor should be respon.,,ble for maintaining safe cut excavations and supports. We recommend that the Grading Contractor incorporate all pertinent safety codes during construction including the latest edition of the OR-OSHA Standards for Construction Industry (Type C Soil). This classification should be verified during excavation by a "competent person" as defined by OR-OSHA. Dewaterim, The Grading Contractor should also control any water, if any, in a manner that will not affect excavation or fill construction. The Grading C:mtractor should excavate in such a manner that nearby footings, slabs, utilities, existing permanent slopes and existing pavements designated to remain are not undermined by potential sloughing. Water should not be allowed to pond in the bottoms of the footings for prolonged periods of time. Exposed subgrade or fill softened by ponded water should,be removed and replaced with engineered fill. The silt/fir,e silty sand soils are anticipated to slough off into excavatiolis especially when %vet or saturated (below the groundwater seepage zone). The use of pumps in open sumps in the excavated site may need to he evaluated during excavation especially if the excavations are carried down to the silty fine sand layer. If, in the opinion of the Geotechnical Engineer, the pumping 1'rom oven sumps V causing liquefaction of the subgrade soils at footing/slab BD Lubi November 6, 1995 Page 9 location: or is causing the fine-grained soil to migrate to the pump thereby causing footings/slabs to be undermined, then the Contractor will need to discontinue the use of pumps in open sump pits and switch to a more sophisticated dewatering system such as wellpoints. We recommend that r_ cost for installing, pumping, maintaining and decommissioning wellpoints be included in t!te bid documents as an alternate. The Contractor shall select a sufficient number of wellpoints such that the groundwater level z at least 3 to 4 feet below the bottom of the deepest excavation. LIMITATIONS It is recommended that close quality control be exercised during the preparation and construction of fill and pavemeit sections. Fills and new asphalt pavement and base sections should he monitored and tested by a qualified representative of the Owner. In addition, we also advise that the subgrade preparation and the footing excavations be inspected by the Geotechnical Engineer. If there is a substantial lapse of time between the submission of this report and the start of pork at the site, if conditions have changed due to natural causes of construction operations at or adjacFnt to the site, or if the basic project scheme is significantly modified from that assumed, it is recommended that chis report be reviewed to determine the applicability of the conclusions ae,d recommendations considering the changed conditions and time lapse. Unanticipated soil conditions are commonly encountered and cannot be fully determined by merely taking soil samples or excavating test pits. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. Therefore, a contingency fund is recommended to accommodate such potential extra cost. Very truly yours. WEST COAST GEOTECH, INC. 5fio � �, By 4 1427l *P Michael F. Schrii&er, P.E. Geotechnical Enzmeer ;y ceM ?� President B:W1217.DOC w sT�Y.'Y 8 i r I , .h -- —� LEGEND TP-1 -rEST PIT NUMBER AND --- APPROXIMATE LOCATION VALVOLINr OIL CHANGE-TILLIARD PROMENADE 80 feet Tigc.—J, Oregon TEST r)!T I.GCATION SKETCH Nov., 1995 W-1217 4 an n i o cI — -- —T----- 'ed for WEST COAST GUOTECH,INC. Geotechnical Conru' ema FIG. 1 West Inn oregG 1�3� III I-,1d37 LU Of a 6 Z � _ n cl (o CL 4 a a F- o ° Lu z c LU a i M z T2 LL W a O Q O o > W O v c CVC J a .0 LLI (M Oco a Z r V p 03 0 N O Z ` LU w LU m p Lu 't O T U- a N Z w w Q F— (D ). Q NZ Z Z > Z Q Q r OAU u- Q F- Q J � CL i w p [Cwcn t > zcr- w < U A p Q w } V ; u N JLU Wp hzC) p C R !a ° c� �. Ozz � Q = Z a i+ �+ .8 q 0 (n Q 3 U) Q 0 E � m Q 3 'o m Z C-i v a E y L m « ] N E O ai ro 'o o m O C C E a an d 3w m o Q N O d " meo m o a cu 2 a a - N E o N J (U C w LL u C z n a m ca a .�.., C N W d, J Df J Lq ca CIL C rEo O Cl) LU (D Q) rJ LU -i 133 I 11 HldI-J i COMPACTED COMPACTED FILL FILL 1 1 z 2 COMPACTED FILL NATIVE SOIL VALVOLINE OIL CHANGE•TIGARD PROMENADE Tigard, Oregon LIMITS OF COMPACTED FILL UNDER FOOTINGS Nov., 1995 W-1217 WEST COAST GEOTECH. INC. Gantachnical Canaultanti FIG Went Linn. Orngor V J 3 FLOOR SLAB VINYL MEMBRANE .a a 3" MIN ' 6 �• '�• �Q. .�.� �•�,-� ,o. .�°, ,.�• .01`s .'Q�a••die•—r+..� �• 3" MIN SUBGR,ADE 1.-or slab underdrains,the drainage blanket should consist of clean,wash-ed sand and gravel or crushed rock with the following gradations(based on wash sieve: Sieve Size Passing Percentage (By Weight) 2 100 3/8" 40-80 No.40 0 11s No. Ion 0-10 No.200 0-2 2.A non-woven ge textile is recommended to separate the drainage blanket from the subgrade in order to keep the drainage blanket clean. As an altemative,a 4-inch sand layer consisting of clean (not more than 2 percent passing the No.200 sieve,based on a wet sieve analysis)fine to medium sand may be used in lieu of a gecdextile. J.Four inch diameter drain pipe Is recommended(which should be reviewed after the conceptual grading plan has been prepared). Pipe perforations should not be larger than 3/84nch. The size of the perforations should be rhecked with the Gradation Curve of the selected base material to confirm compatibility. Not to Scale VALVOLINE OIL CHANGE-TIGARD PROMENADE Tigard, Oregon SLAB UNDERDRAIN DETAILS Nov.., 1995 1V-1217 ,VEST COAST GEOTECH, INC. 3critechnical Consultants FIG. Went Linn. Oregon Nonwoven Geotextile-Mirafi 140N or equal SURFACE LAYER. (1) (4) BASEMENT WALL OR SMALL CANTILEVER RETAINING WALL Drainage Layer (See Note 5) RANDOM BACKFILL (1) 12 FT. MIN. / FLOOR SLAB OR PAVEMENT A-4N. DIAMETER ADS CRUSHED ROCK (DRAIN GUARD) OR \ SIMILAR FILTER PIPE (2) L_ S:tBGRADE NC rES: 1. COMPACT RANDOM BACKFILL. CLEAN SAND, AND SURFACE LAYER TO 92 PE=CE4T OF STANDARD PROCTOR MAXIMUM DRY DENSITY. ALL FILL MATERIALS SHALL BE PROPERLY MOISTURE CONDITIONED SUCH THAT MOISTURE CONTENT IS WITHIN 2 PERCENT OF" OPTIMUM MOISTURE CONTENT. PERFORATED PIPE SURROUNDED BY A S-INCH NVELOPE OF 1-1/2 INCH MINUS CRUSHED ROCK MAY 9E USED IN LIEU OF FILTER PIPE. :. RANDOM 9ACKFILL SHALL CONSIST OF; CLEAN (NOT MORE THAN 2 PERCENT PASSING NO. 200 SIEVE BASED ON WET SIEVE ANALYSIS) FINE TO MEDIUM SAND BENEATH CONCRETE SLABS :--<C.AVATED ON-SITE MATERIAL FREE OF ORGANIC AND DELETERIOUS MATERIAL, AND OVERSIZED FRACTION LARGER THAN 2 INCHF! BENEATH LANDSCAPE AND PAVEMENT AREAS. 4. SURFACE LAYER SHALL CONSIST OF: CLEAN (NOT MORE THAN 2 PERCENT PASSING "40. 2130 SIEVE BASED CN WET S;E"t ANALYSIS) FINE TO MEDIUM SAND 9ENEATH CONCRETE SLABS AND PAVEMENT ARrAS. IMPERVIOUS FINE-GRAINED SILT5 AND CLAYS FOR LANDSCAPE AREAS. For Basement Walls of a Building-See Note 5 5. For basement walls of a building,if any,the drainage VALVOLINE OIL CHANGE•TIGARD PROMENADE blanket should consist of clean,washed sand and gravel or crushed rock with the following gradaticios(based on%vash Tigard, Oregon sieve): Sieve Size Par-sing Percentage BACKFILL AND SUBDRAIN (By Weight) DETAILS 2 100 318" 40-80 No.40 0-35 Nov., 1995 vi-1217 N0. 100 0-10 - �- No.200 0.2 WEST COAST GEOTECH, INC. Geotechnical Consunents FIG. 51 West Linn. Oregon