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9500 SW MURDOCK STREET-6 i d T r ra 1 �l I s .. I 4CTYpV> ' ,p . - .+. ,k�t y "'�i77 q �-gip }• � � 44 4r, V r ;t 4-' r. k • 167 �t k � ' ;V•F S WRQ M1 N' conditioning ,rill be requ��ed to achieve adequate compaction. We recommend using imported granular material for structural fill if the on-site material cannot be properly moisture conditioned. When used as structural fill, the on-site material should be placed in lifts with a ma-imum uncompacted thickness of 6 tc 8 inches and compacted to not less than 92 percent of the maximum dry density, as determined by American Society for Testing and Materials e (ASTM) D 1 SS7. 4.6.3 Imported Granular Material ' ImportPd granular material for structural fill should be pit or quarry-run rock, crushed rock, or crushed gravel and sand. It should be fairly well graded between coarse and fine material arid ' have less than S percent by weight passing the U.S. Standard No. 200 Sieve. The material should be placed in lif a maximum uncompacted thickness of 12 inches and compacted to not less than 95 toer% . of the maximum dry density as determined by ASTM D 1557. During the wet season or v, n wet subgrade conditions exist, the initial lift should be approximately 18 inches in uncompacted thickness and should be compacted by rolling with a smooth drum roller without use of a drum vibrator. ' 4.6.4 Trench Backfill Trench backfill for the utility pipe base and pipe zone should consist of well-graded granular ' material with a maximum particle size of% inch and less than 8 percent by weight passing the U.S. Standard No. 200 Sieve. The material should be free of roots, organic matter, and other unsuitable materials. Backfill for the pipe base and pipe zone should be compacted to at least ' 90 percent of the maximum dry density, as determined by ASTM D 1 557, or as recommended by the pipe manufacturer. Within building and pavement areas, trench backfill placed above the pipe zone should be compacted to at least 92 percent of ASTM D 1 557 at depths greater than 2 feet below the finished subgrade acrd as recommended for structural fill within 2 feet of finished subgrade. In all other areas, trench ! 3ckfill above the pipe zone should be compacted to at least 90 percent of the maximum dry density, as determined by ASTM D 1557. 4.7 SHALLOW FOUNDATIONS 4.7.1 A;,uwable Bearing Pressure CL Based on the results of our subsurface explorations and analyses, it is our opinion that the p� proposed structure, with the anticipated design foundation loads as previously described, can be supported on shallow foundations. Footings should be founded on undisturbed, medium stiff native silt, medium dense silty sand, or approved structural fill placed on this material. We _J recommend an allowable bearing pressure of 2,500 psf. This is a net bearing pressure; the weight of the footing and overlying backfill can be ignored in calculating footing sizes. The W 1 recommended allowable bearing pressure may be increased by up to one-third for short-term —i loads such as those resulting from wind or seismic forces. Spread footings should be at least ' 24 inches wide founded at least 18 inches below the lowest adjacent final grade. Wo DFSIGW F 1igardrual 13 01:091703 Foundations should not be supported on soft soils If soft soil or fill material is encountered at the base of footing excavations, it will be necessary to overexcavate to firm native soil and support the footings on structural fill. We recommend that a member of our geotechnical staff observe the prepared footing subgrades. 4.7.2 Resistatic a to Sliding Lateral loads on footings can be resisted by pas,, earth pressure on the sic, f the footing ' and by friction at the base of the footing. Our analysis indicates that the available passive earth pressure for footings confined by structural fill or for footings constructed in direct contact with the undisturbed native silt soil is 350 pcf. Typically, the movement required to develop the ' available passive resistance may be relatively large. Therefore, we recommend using a reduced passive pressure of 250 pcf. Adjacent pavements, sidewalks, or the upper 12-inch depth of adjacent unpaved areas should not be considered when calculating passive resistance. A coefficient of friction equal to 0.35 may be used when calculating resistance to sliding. ' 4.7.3 Settlement Total settlement of footings founded as recommended is anticipated to be less than 1 inch. ' Differential settlements should not exceed ''2 inch. 48 FLOOR SLABS ' Satisfactory subgrade support for building floor slabs supporting up to 150-psf area loading can be obtained on the existing undisturbed native medium stiff to stiff silts or on structural fill. A minimum 6-inch-thick layer of base rock (imported granular material)should be placed and 1 compacted over the prepared subgrade to assist as a capillary break. The base rock should be crushed rock or crushed gravel and sand that is fairly well graded ' between coarse and fine, contain no deleterious materials, have a maximum particle size of 1%Z inches, and have less than 5 percent by weight passing the U.S. Standard No. 200 Sieve. The imported granular material should be placed in one lift and compacted to not less than 95 percent of the maximum dry density as determined by ASTM D 1557. Settlement of floor slabs supporting the anticipated design loads and constructed as recommended is not expected to exceed about % inch. 4. Flooring manufacturers often require vapor barriers to protect Flooring and flooring adhesives. NeMany flooring manufacturers will warrant their product only if a vapor barrier is installed according to their recommendations. Selection and design of an appropriate vapor barrier, if W needed, should be based on discussions among members of the design team. We can provide 0 additional information to assist you with your decision. W 4.9 RETAINING STRUCTURES Our retaining wall desigr. recommendations are based on the following assumptions: (1)the walls consist of conventional, cantilevered retaining walls or embedded building walls, ®DFSIGNy , _ Tigarffuai 13-01 091703 SEEN t �p00 �y. ND �. B�lSTIBti.E GYPSUM WALLBOARD,STEEL STUDS Base layer 3/4"proprietary type X gypsum wallboard applied parallel to each side of 1e/e" steel studs 24"o.c.with 11/4"Type S drywall screws 24'o.c. Face layer 2/4"proprietary " type X gypsum wallboard applied parallel or at right angles to each side with 21/4'long Type S drywall screws 12"o.c. and 11/2"Type G screws midway between studs along horizontal joints. Joints staggered 24"each layer and side (NLB) Thickness: 4e/e' PROPRIETARY GYPSUM BOARD United States Gypsum Company 2/4'SHEETROCKe Brand Gypsum AppLimiting Height Refer to manufacturer Panels,ULTRACODE4 Core Fire Te.Weight: 11 psi Fire Test: UL R1319,92NK18757, 17 L Design 435 .�On sTa�A 4#r �± c.c�.►�crt4� o��i aa� �N�rPucri 6 ETNoo Yo v •; 4. OFFICE: COPY Form 2a Project Name i t"it r"70-4 CS R ;_c Page r --- ----- --- -- SUMMARY 1 Project 1. Project Name ,— c•-� �S 2Project Address .;00 S r 3. City/Town v 7- 'vof_,> 5. County 4. Building, Gross Area (ft2) _ 6. N000f Floors I Attached Chapter Type® ID Description Attach Forms and No Bul/drng Envelope Form 3a Building Envelope- General 3b Prescriptive Path All Climate Zones Worksheets Li 3a Wall U-factor Li Check box is to 3b Roof U-factor indicate attached 3c Floor U-factor ❑ forms and Systems Form 4a Systems—General worksheets Y U 4b Complex Systems Worksheet 4a Unitary Air Conditioners -Air Cooled r 4b Unitary Air Cond. -Water a Evap. :•ooled U 4c Unitary Heat Pump-Aii Cooled ❑ 4d Unitary Heat Pump-Water Cooled U 4e Packaged Terminal A.C. -Air Cooled ❑ 4f Packaged Terminal Heat Purnp-Air CooledLJ 4g Water Chilling Pkgs. -Water&Air Cooled U 4h Boiler - Gas-Fired and Oil-Fired U 4i Furnace & Unit Heaters-Gas& Oil-Fired ❑ 4j Simultaneous Heating and Cooling C1 4k Natural Ventilation ❑ 41 Fan Motor Energy U Lighting Form 5a Lighting - General U 5b Interior Lighting Power- Tenant Method U 5c Int, Ling. Power- Space-hy-Space Method U Worksheet 5a Lighting Schedule U 5b Interior Lighting Power ❑ 10. Telephone �. Applicant 7. Name J 8. Company 11_ Date 9. Signature _ — Attached No. of Pages Description of Documentation _ Document- �� ✓�, — yr �. : ation - -— ---- _ _._ FER2.UO04 CITY OF TIGARD -- —--- ---- �— all 11 nttir rnvlctnN i Form 3a _ '— Protect Name. T-N-P4 rv.� Paye: , y _ XING Ily LOP -- enecM all no.os In*! I.Exceptions(Section 1312) Apply U No Envelope Components. The building plans do not call for new or altered building envelope components,e g,walls,floors or root/ceilings C) A Non-conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions ❑ Exception.All new or altered building envelope components do not comply EaCens El the requirements, Section 1312, but qualify for Exception 1 2 ❑ 3 El ❑ 5 ❑ r)IK cen Or(1-0141`109ns @aepbonym orl.W Mionf Portions of the building thatuali sert•on C __ _.. -- The plans/specs show cempliD in the following locations- 2.Air Leakage(S 7tion 1312.1.1) Plans/specs ■ Complies flans require that penetrations in the building envelope art sealed and that Snow compMncr by windows and doors are caulked,gasketed or weatherstripDed indudlng a drwm,,g The plans/specs show compliance in the following locations; Wheel,defol numbs+. ^ 1 epeullcatrnn Perim C/LN /��fi �nNrx subp�rogreph 3.Suspended Ceiling(Section 1312.1.2.1) Complies. Building plans do not stow suspended ceilings used to separate conditioned space from unconditioned apace No exceptions permitted 4. Recessed Light Vxtures(Suction 1312.1.2.2) it Complies The building plans do riot show recesreO Ilght fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. ❑ Exception. The huilding plans require that fixtures installed in direct contact with insulation be insulation ccrya IC rated. The ans/specs show con Iia re in the following locations: NOUN onswumm s.Moisture Control(Section 1312.1.4) w Complies. A.one-perm vapor retarder Is installed on the warm side(in winter;of all exteli�r floors,walls and ceilings,and a ground cover is installed in the crawl space for both new and -existing buildings where insulation i3 installed The plans/specs show compliance in the following locations_ �-;' s with the va ❑ Except,pt on. new or altered wilding envelope components o not comply Por retarder requirements of the code,but qualify for an exception. Note applirable exception. Section 1312.1.4, Exception 1 ❑ 2 ❑ Portions of the buildin that corn 1 Climate 6.Climate Zones Zones M Zone 1 -A building site is in Climate Zone 1 if its eleva!ion i5 less than 3300 feet above sea level and it is in one of the following counties Benton, Columbia,Clackamas, Clstsop, r;oos,Curr,, Douglas, Jackson, Josephine, Lade, Lincoln, Linn, Marion, Multnomah,Polk. ` Tillamook, Yamhill, or Washington El Zone 2-Building sites not in Zone 1,or where construction site elevation is 3000 feet or higher in Zone 1, are In Zone 2. 3-1 d Proi1?Ct Name, . ry., •^ gra - Pa9� Form 3b �--� Part 1 Of 4 PRESCRIPTIVE PATH Glazingfondlfionod --- Fj T r ' /�Q�,,_ X 100■ �?, Percent Space n Calculation Semi- X100■ Conditioned F Sea rnfeuciron vreen $Date pot A drsarsiNon d EJ glazing nxrnt Conditioned (� X 1011■ cac..ANon f 4 Mechanical Penthouse I n t r• =EXIvkKW84 AMO (Irrlei rrxigh (glove I'afflis a, Windows Window i ShadingC.oefHclents rmm woM.hom ad. VftdOW ThertrlN Pstformanca («en ■so place the taghog (0011 rbMfhM sap i c"C-V" Overall vVMdow U. /,ti .- „t�,_�.yr<./1"_ f If Wtor And MghfM S. �� . C� G -- Camof Of(11Aaa SC HOLEa L From yyelMshaN 3d.place the highest Overall VMndow U laclrx a write in MA(Mk*vn m Assembly) Sew-Wndinw nstrreerrlents"in table ext 1 e lolitrvring peg@ for specific MA requrremenis gee"Window rrom Worbsheel ad,place the In "corned d-gists"shading cneRlttenl(�oeftirirgin(SC)can be celAcu As"rilb SPAMiHoot Gain Cnetnciern neglNremenis"in Me roilr»vinq'"10 la speclec MA requimmenpf Shedhq usinq the wgnsth)n SC'SHOC-0 aT Manulachaers AatA may Mso be used Io document 9C Ir»,dMiorL Of* ' _ 11-Fscto►� Walls �__. �--- / �rs.trtu er s- See instruction ,Y section fore requoemeais ---- — __ - a ue U-Factor' Below-Grade Below-Grade Walls Insotsgon Only (Mas 0 11) Walls (Minn.n-7 5 Set instucilon Muton 1 �..—_�—.-------- lot a dbcusteon of below qrAt;^won requlremenis I Submit Wnrtsheel 9a l01 ewch calculated assembly U lads NOLE6 i` az m W J Wall Protect Name Form 3b ------- art 2 0 4 PRESCRIPTIVE PATH Code f—•irements - Zone 1 UiscusLon 4uuei,renls'n the msir'"on sectio^ ulnrmonts Window R ulrernents VNall I insulation Type U. Max.Shading R-Value Max.U-Factor Coefficient _F Max.Glazing Factor Fraction __ insutsam 0n CMU�Masoe�,wCnt rel loose fit—nsulaUon WA 0.300 0 540r 0 57' Up t0 1691r — -3'--- -- 1 4 °r 0.300 Mason or concrete wlcrmi exterior insulation WA 0.210 CMU Masonry w/integral rigid fill insulation 11 �r 0.130 Mason or concrete,w/interior insulation —or q.210 0 y40' 057 Up to 30Ye Mason or concrete ,w/cont.exterior insulation 2 8 -- r 0.13 0 Frame wood or metal(rami _ 1! Plhet Mvt e snort esplp fon 0.130 CMU Maa^nry w/integral rigid fill lnsul_atlnn_ WA 0.•10 —-s'-- 11 or 0.170 Mason or concretes wfinterlor Insulation °r 0.210 0.31010 0 35t0 Up to 40% Mason ory r concrete w1cont._exterior insulation 2.3 °r 0.130 Frame wood or metal framin _ 1 J — ei rnvT(Fo s n scn fon 0.130 Code Requirements - Zone Z STswsucxh°I lie^se reduxenhenls in the Instritmian section —^" -- -- Wiradow ReGuiriernents Max.Shading Wall I Inafdatlon Type Max.Glazing R-Value Factor Max.U-Factor Coefficient Fra¢tloa it4.3 iaaon on - -- 0.300 0 500' o 57r GMU'Mason w/inleepprat loose fill Insulation or 0.170 Up to t!S'K Mason or concrete�nl.exterior insulation 0.160 CMU Masonry ,wlinte rat r Id fill insulation 0.G90 Mason or concretti!/interior insulation °' r Up to 30% Masonr�r or concrete ,wlcont.exterior insulation �r 0.0go 0 500' 0.57 or 0.090 Frame wood or metal hemi ____ (ither(provide 311CM, scn ion 19 or 0.090 _ 0.160 CMU Mason wlntegraI ri ig d fill Msulation wA r o.090 Masonryor concrete,whriterior insulation ,° Up to 40Y. Masonry or concrete w_ 1,exterior insulation 2.11 nr o.160 0 370'0 0 43 N'_— nr 0.090 Frame wood or metal/ramie Other rovr e_S11011 scn Ion 13 nr 0.090 Notes s the Simplified trndeoff Approach must be used d owing tinction exceeds rulo—Ne percentages s Minimum weighl of masonry and concede WRNS-45ItIM2 of well face area e AN cores to be filled A,lens,So%of cores must be ailed with vermiculite or equivalent fiN InsulRllon f r-rescnpuve MIM iminimum rsssamorvl is a aoume gr"i"n wrnoow vein au o incrh ax specs,row-e coating ie<=awl+inn ammanen name rwr+ N shading coefficient description is a tinted outboard pane of gisss s AN cores except brand heams must contain rigid 4sssslntion inserts approved for use in reinforced masonry walls s pati Insulation Installed In metal or wood(remr"v alis shall be insulated to the full depth of thl cavity,up to a Inches in depth laz on ting )and thermal 1"• M 1°RameripMA M ding'eiMMc ens,desedptiorbly)is �h R 0 25 inch th�k glass dow Nwith low a ogling is— te 0 DS)aZone 1 Includes a R<tMIMSourAoor pan»meek LU t11'iaia�aNl — Pmject ---- Form Part 3 of PRESCKIP'TIVEPATH Roots/ Roo/l CORD" maulabon Orth (Mas o ow) Ceillogs Min.R•t See instruction sert+nn r nr fm a Mr.,ss.on of ftV�47• V" v.+ , I r Inti✓L rods/nuh+ps _ �� Notes ii Writ&Ina shod description If'assembly with ate fewest instJaeon R value or the highest assem"U fsdor. I?Submit yyorkshaet Jb for each cMcutaled roolke&ng assembly U-farkK Skylights Conditioned X 100 xludae glared L� h �._-_-- smoke+,enls Spice T - See mRtnrchan Seml•Condltioned r l + �— � )t 100: section for a Space I J �J durssion of akytrphU Conditioned I X 100 a �1 Mechanical PPnthnUlA E ll Skylight Area RooliCe,iing MOkas Nigh1 (total rough (BMs a2) Perriatlis frame 112) Skylights —� Shading CoeffleNrttf From W-*Iheet td. Thsmial PerfomlanCe,a Skylight place the highest Skyllght tlrom ybikab.t era OverallVerkcet Isom w.rk.hem]dl "ndow U-factor and highest Center of — Glass SC r-r--�s —Tl.ermr a orme a Ski dngWoeNk Writ Code CompHsnce Option r Owen VerYcal U Faclue Can r o sC Requirements a orinance 1 230 or overall assem Iin overlies laneLC.0+47 center-o n mum aem NIA L!_ J — Double_glazed 0.5-inch airspace — +t Skylight p.rmentege area is based on total skylight and smoke veM rough game area divided by nkat conditioned roof aroa. Percentruge roust not Notes exceed a percent of foie)rooflr$W#ng area m rnnddtnried btnlding space The Sknpetlfed Trade off Approach roust be used.1 glaring l ncann exceeds allowable percettleges. +.F rom Worksheet Jct.place the highest Oyeftra Vertical U-lector or w+ne-M MF+(Mlnhnum Assembly) See"Skylight P.equlramenls'M table above for specific MA revilfemenh is From YYorksheel Jd,plata the hlgheal"centerol-glass'shading coefacienl(SC)la glass See'Skysghl nj list g the e'in the IolkrwMg table for specific MA requhemunts Shading Coefficient(SC)can be calculated Coni Me Solar Heel Gain Coelerlenl using the equation SC=SH6C•0 a7 Manufacturers data may also be used to document SC a a W — ,J 3.4 Form 3b Proiec1 t Name. 7- . �_ c-1vr e�S Page: L PRESCRIPTIVE PATH _ part 4 of 4 Floors Floors over Unconditioned Spaces R•Value U-Factor See rnslnretion —_— _ Insulation pot section for• �- v'�r�—•�--- --- dicussron of Boas / Heated Conciwte Slab Edge R-Value Insul_^-OOnnf Heatod slab--oonGrade(Sectlott 1312.1.2.4) U Complies. Building plans chow insulation extending downward from Yee top of the slab a minimum distance of 24 inches or downward and under the slab for a combined minimum distance of 24 inches or;o the bottom of the thickened edge of the of slabs used as a foundation. Thome plans/specs show compliance in the following Iccations Notes i 1e,1e in a shone dsscWton for assembty with the lowest insulation R value or the highest assembly U factor 17 Submil worksheet:k for Pacts calculatnd hoar assembly U-faclor IN Widein or%hon description for Rested 51st,which has heat,integrated Into slab such as hydronk heat If more than one 110nr lypa. enter the lowest lnsulalrnn R vatue or the highest romporiont U factM of any now �^--__-- Comnllance O na —- Code component In.. -Va see - - Require- - Q�- n7Pnt'a -oorove/ nconafflone pacsa °` 0'070 �—--- Component Comte tone t Climate Zone t vaIs& ooncreeTaF>rTe� n. - >Fsue 10.0 ------ - -- U-Factor Doors Doone R-Value Cenler-net-penes See insiruchon with leaf width gfeaW Ihm 4' Insulatlon Only (Mas.0.20) section for s Mtn.R 5 dreussion of doors Notes 19 Wdte in a short description for Doors. It more than rhre door type,enter the lowest insulation R value or the highest centerofPanel U-Wrior of any door. Glaring M these doors is exempt from U-factor and SC requirements Doors with s foal width 4-h of less and overhears coil doors are exempt 13 m 3-S W Wotksheel3d Window/Sk li ht SchedulQ use additional a es if necessa - --`—� Window Properties-Litt All Window Types In Protect tel (til (d) (e) frl (91 i !nl, (a) — overall Thk* Other(triple parte.air Glass wirldcer Glese DOG/WalWatart Margdacitaers npki*Mjowls mi Frame tsa TWO trialf _ aroan.luwE J-/.Clot D-fukour. SC_ vn . SA r:'• t.cts nr. -- Skylight Properties-List All Skylight Types in Project (b) (q __ d1 ovarsl l ' (el /hidr- Othm(t Pana$,as Class MLtdov GMas Documentation Martufsdure s skyNgttt rr.m. IowE U-1 U_! BC con S-- -Name 1�. was Tin" - Column Inetructlena lr¢lt ProductN ra recommended OWym rdoe 1se a rvtme That coreapmndt wAh that used on prgeri Plans and sper'�fcstwrn (a) Enter he name nl the windrow or sky (b) provds documentation saume Write-in"NFRC"d window is rated through NFRC 100-97 Prncedure fm Delemmnng rernredratior Product Thermal Perfamencs Enter aM cn�untns orcepl i Vkile in"ASHRAE OMaulf WMWg COG'if Conlon-ol-Glass U.factor and Shading Coefkuertt to available from gless mon ufaclum F.roar AN columns Cofrmrn$(i)soil(k)from m"iscturoYs data Sheol WMe"n"ASHRAE Default"d only descriptive parameters of window are known Enter all(damns Columns(1),(l).and(k)from ASHRAE del UM telt. (c) W Dormant Source is either"NFRC"or"ASHRAE Default WIMg COG:'entar she mam decluels model number (d) is wed!iws,choices era F•.s Opersbla,or Curtain Was Far Skyk".cfirkces re Manufactured or Silo Built (e) Choices fro wood,vinyl.ramk ad Vinyl.ahrmnum clad insulaled l"rgisss.Aluminum slsnmium wllhemmsl beat(sea dernCicis for thwmnl hroeY,rnq'mremwds 1 (f) Enter glass Int VWda"clear"d there is no lint (g) Enter gkus thickness ens.etc (h) Include window prOWAls such as argon fill Iowa coaling,msulatng spec Q) COG Ufactor from manu'acture's data or ASHRAE 2001 Fundamentals Handbook.Chapter 70,Tads 4 For NFRC rated products leave blank (,) position Overall U.factor from NFF�rating orASHRAE 2001 Fundamentals Herdbook,Chapter J0,table 4 For skylightsTable value must IC rated hd products s S"GC (k) COG Shading Coef cterd from manufactures data or ASHRAE 2001 Fundamrinids Handbook.Chapter 30 Table 4 For NF FIC rated pedutts SHGC is pravidod To convert SHGC to SC SC=SHGCrtd 87 A -- ]11 Form 5a ProLct Name LIGHTING - GENERAL 1. Interior Exceptions (Section 1313.1) Exceptions ❑ No Interior Lighting. The building plans and specifications do not call for new or b-act,suon or quasfymg altered interior lighting Skip to item 5, Exterior building Lighting-General,below e.cWidns in ineu[ btoru 1iExceptions. '. The building or part of the building qualifies for an exce tion from seC°on code lighting requirements. Applicable code exception is number. 2 Lighting equipment that qualifies for an exception-in addition to general f hting and is separately controlled. Applicable code exception is number: Areas of the building and equipment that qualify for any w-ceptions: Plano/Specs i Show compknce by 2. Local Shut-off controls (Section 1313.3.1.1) 'nd fin9 ad,fw N q Compiles. At least one local shut-off lighting control for every 2,000 square feet of Aha,.detail number sndlor speciacdbn lighted floor area and for all spaces enclosed by walls or ceiling height partitions. .—tim jralParepad+ This control(s)Is detailed in the buildii..,a plans on drawing number: , C3 Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3 1 1, Exception' Portions of the building that quality: 3. Automatic Shutoff Controls (Section 1313.3.1.2) 11 Not Applicable. Office floor area is not over 2,000 square feet of contiguous office floor area or permitted space is not over 5,000 square feet No offices less than 300 square feet, meeting or conference rooms, or school classrooms. �Q Complies. All interior lighting systems are equipped with a separate automatic control to shut off the lighting during unoccupied periods Offices lass than 300 square feet, meeting and conference roonis,and school classrooms shall be equipped with occupancy sensors that comply with Section 1313.3.1.2.1 Compliance details in planslspecs 17 Exception. The building or part of the building qualifies for an exception. The applir.Able code w.ception is Section 1313.3.1,2,Exception: Portions of the building that qualify C�— 4. Daylighting Control. (1313.3.1.3) X No classrooms or atriums with skylights or window to wall ratio greater than 60%. 11 Complies. All classrooms and atriums with window to wall ratio greater than 50%and/or Exterior skylights are equipped with automatic daylight sensing controls, as required by Section Building 1313.3.1.3.1 and Section 1313.3 1.3.2. The daylight sensors specified comply with Lighting Section 1313.3.1.3.3. _ lighlm°dircrled In nl' —nale the e.tenM Compliance details in plans/specs! of Iho bulding and adjacent walkways and tnadrng areas with S. Exterior Lighting (flection 1313.5) M w"out Campos 2 � Complies. The plans do not call for incandescent or mercury vapor lamps for use Non building exterior r7 Exception. The building plans indicate luminaires with incandescent or mercury vapor EClock lamps,but they are specified for use in or around swimming pools,water features, or other J Switches halt � be e asdrromk. locations subject to the requirements of Article 680 of the 2002 National Electrical Code is*asonal co"clr,g) type with separate W programs for each day 6. Exterior and Canopy Lighting Controls (Section 1313.3.:1) J of the week and shall store energy Io Complies. The building plans and specifications include photoelectric and/or clock maintain timel,eaping switches on all exterior lighting systems which are designed and programmed to during power oUlAgef extinguish lights when daylight is present, as required bV Section 1313,3 2, 7. Interior Connected Lighting Power (Section 1313.4) Complies The interior lighting power does not exceed the interior power allowance established in either the Tenant Space Method(Form 5b)or the Space-by-Space Method(Form 50 orm 5b Project Name�� r2,�� SG�QUL ___—Page_ INTERI®R LIG'rHTING POWER - Tenant Space Method. Lighting -(a) (b) (c) -,-- (d) Budget Lighting Tenant or G*01ding Type Floor Area Max Power Power (Table-13G) (Sq ft) Density Budget (W/ft W occuraucyl Use Types See instructions for description of occupancy types w Lighting Power 1• Total Interior Lighting Power Budget(Watts)for Building(sum of column(d)) /3 Budget ----- 2. Total length of if tick lighting(ft) —' Track 3. Line 2 multiplies by 37.5 WattsNt Lighting 4. Total amperage of circuit breaker(s)serving itack lighting(amps) Power 5. Voltage of circuit breakef serving track lighting(volts) 6. Maximum wattage of track lighting(multiply line 4 by line 5) L7:Erack:Llghting Power(lesser value of line 3 or line 6) Building's 8, Track Lighting Power(line 7) Lighting 9. Total Interior Lighting Power from Worksheet 5b(Sum of Column(m)) +/'3 Power 10.Total Adjusted Lighting Power (line P+line 9) Does design most budget? Line 10 must be no greater than line 1. NIJ a 5.2 ___ �r s�nr7� D A► _ Worksheet Wroiect Name__r ,jIGHTING SCHEDULE ID is the identiricatkxl (al Ballasts L UfSlinalfe number or letter used lamp Power From In your plans or Lum. Table 5b? spaAicatlon No. Description lwz+tls) ID Luminaire Description No. Description Enter the number and type or lamps and ballasts In the — luminalre See Table 5b -- for typical lamp and ballasts desalptlnn SLS= Pl ahbMwations User Defined Fixtures- �I — Cut Sheets must be / i - included to 2 , wattage d compornp NM luminake _ ❑ a 0 -- ❑ FJ IL OD __ D w �- — ❑ ,6, �, ❑ 54 Worksheet 5b Project Name: -- INTERIOR LIGHTING POWER Wcxksheet No tib, Page.-of w IF YOU DO NOT HAVE ENOUGH SPACE FOR ALL YOUR Fl;.TURES,PRINT ADDITIONAL Space-by.Space Method Only r Ski to column if using the Tenant Space (a) (b) (c) (d) (e) (f) (g) (h) (i) U) Room Space Type Space Lighting Luminaire Lighting total Area (Table 13- Type Power Budget Lumieaire Quantity of Power Exempt Power 1_19 Room ID ftp H LPD b`x d ID _ Luminaire_!! Watt! 7 x Power Each room ❑ must be ��' 3 ❑— Identified. Describe — - - - luminaires for ❑each f7 individual ❑ room in - - plans. :4 ❑ 3l ❑ For heck lighting _ anter lineal feet in _ ❑ ookerat ookam(g) end onto,NIA In mkxnn(h) Track [] ligh"power Is — secouMed Ibr on ❑ _ __ Form 5b or Form — 5c ❑ Column(k),enter — [] sum of calurm(I) for each room only ❑ axe at tlnsi entry — - El the room See — _ example in ❑ instructions. ._. —_� --- - ❑ ` Cl El UJ rl]Worksheet 5b-_Total Budget _ Worksheet 5b-- Total Lighting Power (;A rCJ Other aps• -a (p - grit List thethe edrtitwnal Worksheet Number Lighting power Budget SpacebyProposed Aukl6ng Lighting worksheels Space only(Tnlat of column(e) Power (Teref of cdunxl(k) necessaryto - ) Ley catalog all 5b_-1 irk Iwninalres in - --- V bmIrfing 5b-2 W — ._il 5b-3 5b-4 or sum of additional worksheets 00 9 /3 6 01 ysi�� (of all workstte!ets - 5920 NE GLISAN-PORTLAND,OREGON 97213-(603)234.6443•FAX(503)2U-06M RECEIVED JUL 21 2004 Imperial Mfg. 7-20-04 CITY OF TIGARD 2271 NE 194th Job: Templeton% Portland,OR 97230 9500 SW Murdock Street Attn: Paul Nastari Tigard,OR 97224 Ph:503-665-5539 Fx: 503-665-2929 Quote: 03-PN-25107•,Ol We will install refrigeration for the walk-ins as follows: Item# R-1 Walk-in Cooler 2'10" x 97' 35° Model# MOH-008-X68 Heatcraft condensing unit 208/10 Model# 'TAK-30 Heatcraft evaporator coil 115 v Model# TAK-43 Heatcraft evaporator coil 11.5 v Item# R-2 Walk-in Freezer 6'0" x 11'0" -10° Model# MOH-025-L63 Heatcraft condensing unit 208/10 Model# LSF-090-B Heatcraft evaporator coil 208/10 The air-cooled condensing units to set on the roof above the walk-in freezer. Includes labor to install the refrigeration, tubing (up to 25 foot runs), refrigerant, drains, heat tape,crane,one-year parts and labor warranty,and a mechanical permit. Walk-ins,refrigeration equipment,electrical,roof pad,and penetrations by others. CCB#065271 IL a m W SINCE 1949 THIN PROFILE REACH-IN UNIT COOLER MODEL TA' Medium temperature, Air Defrost Model TA is a thin profile�unniit ' t`whichmounts in the top of a refrigerator and makes the entire top shelf area usable. The attractive low silhouette makes this unit cooler particularly desirable for display type refrigerators. It can also be used in ��IN back bars,under counter caoinets or wherever space is at a premium. MA�... For 35°to 45°F fixtures at 100 to 150 TD applications with 16 hours maximum compressor run time per day. • Textured aluminum cabinet. FEATURES • Molded Lexan•fan guards and tan blades. : Convenient,moistureproof motor plug. • Drain fitting mounted at 45-degree angle so drain can be r nt • All ermodels are Unal junction�sted for thex forcal Uni ed States and Canada. through pack or bottom of refripArator. • Stainless steel screws. • UL classified to NSF standards. • Motors are thermally protected and permanently lubricated. • optimum tlonal pro ection in rotectiveicorrrros ctina available envi onm�ents el TAK)for — _ Performance Data TO DTA j _ E$L, APPROX. MODEL 87UH _ 116/1I00 20e-230/1/S0 �.�_ CTIhN E ON8 LNG --- _ TA 10°F TD CFM OTY TOTAL FLA TOTAL FLA INLET SUCTION 3HIP 1IYr. 10 1000 1 / 0 e!D DRA9N LOS. -13 1300 170 — —__ Y'%:� 17 1700 2 1.8_ _ 0.8 '/2FN _.�il�lb_ 2300 0 3 1.8 —0�_— '/af= '/•fD`— 17 30 3000 380 21 3 2.4 .2 _'/eFl� 4'd __ '/zOU_ 28.- 300 4 — 3.2 1.2 V:FN zID '/sQD -93 � — D t Models 43 and 55#me Oxtemal equalized expeltslon valve. Physical Data MODEL — I SlENM�"ONS INCES --`� TA D ---V_ -8---- --c --6-- --r- --F- __W_ --- -- - ---�� e _ _ e /� �]— -fie p _ t � e = e — _ 2 s e z 293/4 15 16/16 14'/e 13_ 20'%T_ 4 iU/� 10'fi Is ' 4'a 31% 3 15 /te 4'2 13 2 e 'die 4% 4p. -- - �� s .. e 55 51"2 15 1 to 1 '/: 13 49 36/4 1_4 1 - 1 to 4 e w REIIANQEq¢ PACE ! --A UAR NIT C FnROaMe ALL F—_ L— l9C MN' 6VOTION LN1E ti� 11 RUCTION ene i LINE tete! 'J 1.126 Q) AIR IN I O.D.f;_'�_ E W DRAIN ELECT. ELECTRICAL CONNECTION CONNECTION lip - site, r t• TA-Thin Profile Vintage KEYHOLEE BLOT Unit Cooler A=t t5/1j60 K=Optional Coil- Coating oil g=�q r'11/11ti0 Coating —�Size S `i LSF/LFF Electric Defrost Models 60 Hz. with Shaded Pole Motors LSF 035 3.500 1 700 1.189 1 1 15 1.0 900 3.9 2.3 2.0 LSF 040 4,000 1,179 700 11189 1 1/15 1.0 122 900 3.9 2.3 2.0 LSF 047 4,700 1,M 650 1.104 1 1/15 Y 1.0 _ 900 3.9 2.3 2.0 LSF 035 6,500 ow 1,400 3 2 1/15 2.0 1800 7.8 4.5 3.9 7,500 ?200 1,300 2 2 1/15 2.0 94/ 1800 7.8 _ 4.5 - 3.9 �- - -.� SF 090 91000 264 1,300 2 1/15 2.0 1800 7.8 4.5 3.9 12,000 5. 2,100 3. 3 1/15 3.0- 2700 11.7 6.8 5.9 LSF 140 14,000 1,950 s•31 3 1/15 3.0 2700 11.7 6.8 5.9 LSF 160 16,000 AWL 2,600 4 1/15 4.0 3600 15.7 9.0_ 7.8 LSF 180 18,000 5,280 2,600 418 4 1/15 4.0 4W 3600 15.7 9.0 7.8 LSF 200 20,000 m 3,250 60 5 1/15 5.0 610 4500 19.6 11.3 9.8 LSF 240 24,000 7,030 3,900 627 6 1/15 6.0 732 5400 23.5 13.6 11.7 L 00 SF 280 28,000 3,9 8 1 1/15 6.0 5400 23.5 1 13.6 11.7 F 041 4,100 1em 1,172 1 15 1.0 122 900 3.9 2.3 2.0 LFF 068 6,800600 1,380 m 2 1/15 2.0 2" 1800 7.8 4.5 3.9 LFF 080 8,000 2340 1,380_868 2 1/15 2�0 244 1800 7.8 4.5 3.9 LFF 102 10,200 2M 2,170 5687 3 1/15 3.0 866 2700 11.7 6.8 5.9 LFF 136 13,600 3 990 2,760 690 4 1/15 4.0 688 3600 15.7 9.0 7.8 LFF 170 17,000 '880 3,450 6 5 1/15 5.0�610 `4.00 19.6 11.3 9.8 LFF 204 20,400 -two 4,140 7,035 6 1/15 8.0 732 5400 -L-!23, .5 3.5 13.8 11.7 LFF 235 23,500 6,880 4,140 7,0316 6 1/15 6.0 732 5400 13.6 11.7 Capacity Correction Factors For Electric and Hot Gas Defrost Units Saturated Suction Temperature OF +20 -10 -20 -30 Saturated Suction Temperature °C -7 -23 -29 -34 Multiply Capacity By 1.15 .04 1.00 0.90 A. o'c m c� W - 6 - Electrical Data - Hermetic Compressors Evap. Defrost Model Part Power Supply Compressor Fan Motor Number Number�- • . • ty. HP FLA Air Elec. Air Llec.I Amps Anips MOH005D72 AV ART82C1-C208-230 1 60 5.9 30 1 1/15 0.5 15 20 15 20 8 15 MO1-10 8D72 RS64C2-CAV 208-230 1 60 6.9 37 1 1/15 0.5 15 20 15 20 8 15 MOH01OD72 RS70C1-PFV 208-230 1 60 6.3 34.2 1 1/15 0.5 15 20 15 20 7 15 MOH01OD73 RS70C1=TFC 208_230 3 60 4.2 31 1 1/15 0.5 15 20 15 20 8.6 15 MOH015D72 CR18KQ-PFV 208-230 1 60 8.1 41 2 1/15 1 15 24 15 25 6 19 MOHOI3D_%3 CR18KQ-TF5 08-230 3 60 4.9 40 2 1115 1 15 24 15 VE 19 M011015D74 CR18KQ-TFD 460 3 60 2.8 23 2 1/15 1 15 20 15 MOH02OD72 CR24K -PFV 208_230 1 60 12.2 70.5 2 1/15 1 20 29 25 23 MOH0201373 _CR24KQ-TF5 208-230 3 60 6.7 40 2 1/15 1 15 241 9 19 5 25 MOH020D74 CR24�-TFD 460 3 60 3.6 28 2 1/15 1 15 20 i5 20 MOH029M22 CR37KQ PFV 208-230 1 60 16.7 100.3 2 1/15 1 21.8 38 35 50 12 30 MOH029M23 CR37KQ-TF5 208-230 3 60 _9.9 85 2 1/15 1 15 38 20 40 12 30 MOH029M24 CR37KQ-TFD 460 3 60 5.0 39 2 1/15 1 15 15 15 25 MOH030D72 CR37K -PFV 208-230 1 60 16.7 100.3 1 1/3 3.5 24.3 38 40 50 12 30 MOH03OD73 CR37KQ-TF5 208-230 3 60 9.9 85 1 1/3 3.5 20 38 25 40 12 30 MOH03OD74 CR37KQ-TFD 460 3 60 5.0 39 1 1/3 1.9 15 24 15 25 MOH04OD72 CR53KQ-PFV 208-230 1 60 26.0 140 1 1/3 3.5 36.0 48.0 50 60 12 35 MOH04OU7 CCR53K -FFV 208-•230 3 60 16.3 107 1 1/3 3.5 23.9 38 40 50 12 30 MOH040D74 CR53K PFV 460 3 60 8.1 55 1 1/3 1.9 15 29 15 30 11 23 MOH05OD72 CR 45-0500-PFV 208-230 1 60 30.8 142.0 1 1/3 3.5 42 59 50 60 12 47 MOH05OD73 CRN5-0500-TF5 208-230 3 60 19.2 130.0 1 1/3 3.5 28 40 45750 12 30 MOH050Lt74CRN5-0500-TFD 460 3 60 8.7 65.0 1 f/3 1.9 15 29 20 30 10 23 543C2E-CAV 20P-230 1 60 4.8 24.1 1 1/15 0.5 15 20 15 20 8 15 MM- -2 55CH-CAV 2 ,8-230 1 60 5.4 40 1 1/15 0 5 15 20 15 20 8 15 RS64C2.E-CAV 208-230 1 60 6.9 37 1 1/15 0.5 15 20 15 20 7 15 MOH010X62 RS70ClE-PFV ZO8-23 1 60 6.3 34.2 1 1/15 0.5 15 20 15 20_ 7 15 IIv10H010X63 RS70C1 E-TFC 208-230 3 60 4.2 31 _1 1/15 0.5 15 20 15 20 8.6 15 MOH015X62 C510K6E-PFV 208-230 1 60 9.8 56 2 1/15 1 f5 24 20 7.5 6 19 MOH015X63 CS10K6E-TF 208-230 3 60 6.7 51 2 1/15 1 15 20 15 20 7 15 MOIi020X62 C512K6E-PFV 208-230 1 60 98 _ 56_ 2 1/15 1 15 24 20 25 6 19 MOH02OX63 C512K6E-TF5 208-230 3 60 6.7 51 2 1/15 1 15 24 15 25 9 19 MOH025X62 CS14K6E-PFV 208-230 1 60 11.2 61 2 1/15 __L 15 29 25 30 6 23 MOH025X63 CS14K6E-TF5 208-230 3 60 8.2 55 2 1/15 1 15 24 15 25 9 19_ MOH025X64 CS14K6E-TFD 460_3 60 4.2 28 2 1/15 1 15 20 15 20 MOH03OX62 CS18K6E•-PFV 208-230 1 60 14 4 82.0 1 1/3 3.5 21 38 35 45 12 30 MOH030X63 CSf8K5E-TF5 208-230 3 60 9.4 65.5 1 1/3_3` 15 29 20 30 7 23 MOH030X64 C518K6E-TFD 460 3 60 3.9 33.0 1 113 1.y 15 24 15 25 MOH032X62 CS20K6E-PFV 208-230 f 60 16.7 96.0 1 1/3 3.524 38 40 50 12 _ 30 MOH032X63 CS20K6E-TF5 208-230 3 60 10.3 75.0 1 1/3 3.5 20 29 25 30 7 23 MOH032X64 C520 E-TFD 460 3 60 4.6 40.0 1 1/3 1.9 15 24 15 25 MOH040X62 C527K6E-PFV 208-230 1 6Q 21.5 121 1 1/3 3.5 30.E44 50 60-� MOH04IX63 CS27K6E-TF5 208-230 3 60 13.712 35 105 1 1/3 3.5 20.7 38 30 45 12 30 MOH04OX64 CS27K6E-TFD_ 460 3 60 7.6 52 1 1/3 1.9 15 29 15 30 11 23 MOH05OX62 C533K6E-PFV 208-230 1 60 27.6 125.0 1 1/3 3.5 38.0 59 50 60 12 47 L MOH050X63 C533K6E-TF5 208-230 3 60-_j6.8 102 1 1/3 3.5 24.5 38 40 50 12 30 MOH05OX64 C533K6E-TFD 460 3 60 8.8 48 1 1/3 1.9 15 29 20 30 10 23 n >- MOH011 L62 CF04K6E-PFV 208-230 1 60 8 6 i 2 1 1/15 0.5 15.0 20.0 _5 25 __ MOH011 L63 CF04K6E-TF5 200-230 3 60 _ 5.7 52.0 1 1/15 0.5 15.0 20.0 15 20 8 15 -� MOH014L62 CF06K6E-PFV 208-230 1 60 10.3 59.2 1 1/15 0.5 15.0 20.0 20 25 4 15 � MOH014L63 CF06K6E-TF5 200-230 3 60 6.3 52.0 1 1/15 0.5 15.0 24.0 5 2ri 9 9 L11MOH019L62 CF06K6E-PFV 208-230 1 60 10.3 59.2 2 1/15 1 15.0 24.0 20 30 6 19 ,J MOH019L63 CF06K6E-TF5 208-230 3 60 6.3 52.0 2 1/15 1 15 0 24 0 15 2_ �1•yl@i�# CFU9K6E-PFV 208-230 1 60 15 87.0 2 1/15 1 20.0_29.0 30 40 6 23 _MH�H002""55L63 - F09 19 9KU-TF5 200-230 3 60 9.2 72.2 2 1/15 1 15 0 21 20 25 7- 15 fv1OM031L 2 CF12K6E-PFV 208-230 1 60 17 105.0 2 1/15 1 22.3 37.5 35 50 12 30 MOH031L63 Lf12K6E-TF5 _200-230 3 60 10.7 85.0 2 1/15 1 15.0 28.8 25 30 7 23. MOH031L64 CF12K6E-TFD 460 3 60 5.3 42.0 2 1/15 1 15.0 238 15 25 Per UL and NEC,RLA values have been calculated by dividing the Maximum Continuous Current(MCC. by t.56. 0 Power supplied by customer. 'Consult factory for 50 HZ applications. 10 Ida&-M-1. a Performance Data - Low Temp. Models - Hermetic Comp. - R-404A , /, . sl . . . Tem'peritute J. Model _-CEO E 7484 6524-_ MOH014L6 _ CF06K6E_ 10610 946_0 _ 8340 6220 5250 4340__ MOH012U_-CF06Kff 12100 107Q4 9350 � 6870 5570 4720 -SFQK6E 1790 15.414 14050 10400 8700 7130 MOH031L6 CF12K6E 20793 18889 16931 12938 10952 9009 0 MOHO11L6 CF04K6E 6930 6109 5289 361 2919 21961 _ MOH014L6 CF06K6E 9980.�� 8870 7T1Q 5740 4810 CF06K6E 11370 10010 8710 6310 5070 MOH025L CF09K6E 16870 14990 - 13150! 9650 8040 L.6 CF12K6E 19598v 17787. 15909 12070 10152 R-404A C a city : 00"T Ambient . Temperat'Llre 'F. MOHO11L6 CF04K6E _ 6379 5597 _ 4814 3281 2549 1856 OH0141.6 _CF(?%5j __ 93 Q_ 0280 7230 5270 4370 355Q- - M0140191-6 CF06K6E 10650 _ 9330 8070 5760 4580 3810 MOH025L6 CF09K6E -15�- 14000 12240 1 90 6600- MQH031 L6_ CF12K6E 1841Q 16681 14892 11206 9354 Z530 414• Capacity BTUH Ca, 110 F. Ambient / Suttion Temperature Model6mpressot 1 1 1 1 F. MQEt011L6----CEQ4KEE------5288-,- 4581 3872 2477 1809 --ala MOH0141-6 CF06K6E 8130 7110 _ 6130 __ 4310 3500 _ 2770 O --CF06K6E -- 2210..__ 7970 _ 6800 4670 � 3600 29? K101-10251._6 CF09KGE 1368012050 10440 7440 6080 4850 M01-1031B CF12K6E 16056 14500 12875 9490 7770 6061 Unit Specifications - Hermetic Compressors • MO 005D7 A ART82C1 __3/8 ._112 6 1 28.25 2 .75 17.25 1 6 MOH008D64C2 3/8 112 6 1 28.25 .x17.25 141 6 MOH01OD7 A R570C1 3/8 5/8 6 1 28.25 23.75 17.25 136 66 MOH015D7 B CR18KQ 3/8 5/8 10 2 28.25 37.75 17.25 189 _ 69 MOH02OD7 B CR24K 3/8 7/8 10 2 28.25 37.75 17.25 193 69 029M2 C QB7KQ_.__ 1/2 7/8 16 2 78.25 37.75 A9,75 214 MOH03OD7 D CR37KQ 1/2 7/8 22 1 30.25 42.5 29.75 281 70 MOH040D7 D _ CR53�_ 1/2_ 1-1/8 22 1 30.25 42.5 29.75 299 70 MOH05OD7 D CRN-0500 112 1-1/8 22 1 30.25 42.5 29.75 310 70 W665�E� A� R543C1 E 3/8 1/7. _5.5 1 28.25 23.75 17.25 135 66 OHOOBX6 .` A RS55C I E 3/8 1R 5.5 1 28.25 23.75 17.25 135 66 113. MOH009X65 A RS64CIF 3/8 5/8 5.5 1 28.25 23.75 17.25 144 66 p� MOH01OX6 A R570ClE 3/8 5/8 5.5 1 28.25 23.75 17.25 138 66 N MOH015X6 B CS1OK6E__ 313 _ 2 28.25 ?. 5 17.25 193 69 C MOH020X6_B C512K6E 3/8 7/8 9 2 28.25 37.75 17.25 203 69 MOH025X6 B C514K6E 3/8 7/8 9 2 28.25 3.7.75 17.25 208 69 J MOH03OX6 D C518K6E 1/2 7/8 20 1 30.25 42.5 29.75 290 69 MOH032X6 D CS20K6E 112 7/8 _20 1-730.23-- 42.5 29.75 275 70 MOH04OX6 D C527K6E 112 1-1/8 20 _ 1 30.2 42.5 29.75 281 70 W MOH05OX6 D C533K6E 1/2 1-1/8 20 _1 30.25 42.5 29.75 313 70 MOH0111.6 A _ CF04K6E 3/8 5/8 5.5 1 28.25 23.75 17.25_ 139 66 MOH014L6 A CF06K6E 3/8 5/8 5.5 1 28.25 23.75 17.25 170 66 B CF06K6E 3/8 5/8 9 _2 28.25_ 37.75 17.25 200 69- MOHOT5L6 ACF09K6E 3/8 7/8 9 _2 28.25 _37.75 17.25 222 _ 69 MOH031t,6 C CF12K6E 1/2 7/8 14 2 28.25 37.75 19.75 223 69 ++=See back page for details '.Estimated sound pressure values are 10 feet from the unit.For•timating sound pressure from the unit at different distances,dedsct the following from the unit values:20 feet,deduct 6 dba.....for 40 feet,deduct t2 dba........for 80 feet,deduct 18 dba.This data Is typ"of-free field'conditions for horizontal air cooled condensing units at the outlet of the discharge air.The actual sound measurements may vary depending on the condenslog.mit l,stallation. Factors such as reflecting walls,background noise and mounting conditions may have a significant Influence on this data. 9 wt . • • • : e ® • • • ® .Q � Performance Data - Extended Temp. Models - Hermetic Comp. - R-404A Capacity BTU/HR @� '0' . r. . perature J. Model Compressor1 1 1 1 1 M OH005X6_ RS43C2E _ 5890 5410 4850 3260 2130 _ 1810____ 1380_ MOH008X6 RS55C2E 8490 8050 7480 4260 2350 175 1130 MOH009X6 RS64C2E 9710 9090 8310 5220 4130 3240 2400 MOH01OX6 RS70C1E 10360 9660 9160 5640 _4160 2970 1870 MOH015X6 CS10K6E 15940 14660 13330 7700 490_0 3610 2330 MOH02OX6 C512K6E 18050 16680 15150 89406170 4410 2640 M011025X6 CS14K6E 19830 18220 16770 10810_ 7840 _ 6360 4470 MOH03OX6 CS18K6E _ 31240 28630 25980 15400 _ 10260 8110 5950 M011032X6 MOM 34200 31310 28580 16910 11960 9440 6930 MOH04OX6 CS27K6E43970 39510 35150 20560 14980 11830 8690 MOH05OX6 CS33K6E— 49470 45010 40420 24860 18110 14300 10500 RS43C2E 5560 5100 4580 3080 2010 1710 1300 MOH008X6 _R555C2E 8010 7590 7060 4020 2220 1650 1070 R564C2E 9170 8580 7850 4920 3900 3060 2260 MOHOIOX6 R570ClE 9770 9110 8640 _ 5320 3920 2800_ 1760 MOH015X6 CS10K6E 15040 13830 12580 7260 4620 3410 _ 2200 MOH02OX6 _C512K6E 17030 15740_ 14290 8430 5820 4160 2490 MOH02SX6 CS14K6E 18710 17190 15820 10200 7400 6000 4220 MOH03OX6 V C518K6E 29470 27010 24510 14530 9680 7650 v 5610 MOH032X6 MOM 32260 29540 26960 15950 11280 8910 6540 MOH04OX6 CS27K6E 41480 37270 33160 19400 _ 14130 11160 8200 MOH05OX6 CS33K6E 46670 42460 38130 23450 17080 13490 9900 Capacity11 "T Ainbient ,0, . Suction Terhperatur?� MOH005X6 RS43C2E 5230 4790 4310 2900 1890 1610 1220 MOH008X6 RS55C2E 7530 7130 6640 3780 2090 1550 1010 MOH009X6 RS64C2E 8620 8060 7380 4630 3660 2870 2130 MOH01OX6 RS70C1E 9180 8560 _ 8120 _ 5000 3680 2630 1650 MOH015X6 C51OK6E 14140 _13000 11830_ _ 6820 4340 3210 2070 MOH02OX6 C512K6E 16010 14800 13430 7920 5470 3910 _ 2340 MOH025X6 CS14K6E 17590 16160 14870 9590 6960 5640 3970 MOH03OX6 C518K6E 27700 _ 25390 23040 13660 9100 7190 5270 MOH032X6 MOM 30320 27770 25340 14990 10600 8380 6150 MOH04OX6 CS27K6E 38980 35030 3118_0 18240 13290 10500 7700 CL MOH05OX6 CS33K6E 43860 39910 35840 22050 16050 12690 9310 aCapacity BTU/HR C-1 110T Ambient .0, . Suction Ternperahlr(' -r. Model • . • 1 0T 1 1 1 -J M011005M RS43C2E 5380 4830 4300 2480 1860 1470 1080 m MOH008X6 RS55C2E 6150 5900 5520 2730 2050 1620 1190 0 M011009X6 R564C2E 6840 6300 4070 3000 2380 1750 - W MOH01OX6 RS70C1E 7610 7130 6600 4080 2710 2140 1570 MOH015X6 C51OK6E 12780 11700 7110 5690 , 3220 2540 1870 MOH02OX6 CS12K6E 14870 13540 12180 6820 4400 3480 2550 M011025X6 CS14K6E_ 16280 15050 13780 8600 6170 4870 _ 3580 MOH03OX6 CS18K6E _ 24270 22160 20020 11590_ 7660 6050 4440 MOH032X6 _CS20K6E 26320 24040 21590 12250_ 8020 ^6340 4650 MOH04OX6 CS27K6E 35150 31240 27520 15210 11290 8920 6550 MOH05OX6 CS33K6E 39870 35920 32070 18230 12840 10150 7450 8 • Jul ,20. 2004 10:47AM No.2571=—P. 2. SPECI F=Z�AT�QNt4 Indoor freezer NSF Foe: Oaaket Ce:-lock Layout 02 (same es HO) 26 go. Stucco material (MONO) SPECIAL INSTRIJCTjj#S Use tamperproof fasteners BALL PANELS Construction: 3 1/2' high density urethane Exterior Finish! 22 go stainless steal 304 14 / 26 go stucco gals Interior Finish: .040 Stucco white aluminus Connections, Cem lock / Cam-lock CEILING PANE Construction: 3 1/2' hlph density urethane Exterior Finish, 26 ga. stu:co gSly. Interior Finish- .040 stucco war„_ eluLlnum Calling Caps: Fantory :ountod IL j Live Load- 10 pet FL0011 PA LS Model: special (NSF) Construction: 3 1/2' high density urethane W/ .090 aluminum dimand tread 0 interior over 1/2' plywood Q W/ Metal S exterior Sleepers- 3/4' Crdsr 0 18' 0/C (lay perpendicular to floor panels) (lamps- (1) 36' deep model 06001 E� JAI! 30* x 78' self-closing flush model 2000 freezer door Frame: 3 1/2' high density urethane w/ 22 ga. stainless steel 301 04 (ext. & int w/ 4-91ded heat cable in from (FL-4-17601) (23' - G' of 3.6 ohm wire 0 7.6 watts/ft) w/ 3/4' concealed metal conduit ` Plug: 3-olds lap„ 3 1/2' thick w/ 22 ga. n'elnlass steel 304 04 (ext. 6 int.) w/ Magnetic VSskot (2) Kasen 11248 spr1i.7 Restated hinges (1) Kasen 1K-1229CV cylinder locking handle w/ inside release (1) Kasen 01098 door closer w/ doorstop (1) Kasen 0944 deodbolt (1) Single polo push Sutton switch w/ pilot light 0 ext Ix I (1) Kason DT-7 flush mount digital thermomoter (1) Hosted air vent U L1J (1) 14' x 14' Norfab heated window Li $61 high .10 aluminum diamond tread (plug, ext. A int,) LU Z Us* tamperproof fasteners PMTS Z U ill (1) ea 2' x 4' x 98' x 22 go. stainless Steal 304 04 vertical closure so (1) ee. 2' x 4• x 48• x 22 ga. stainless steel 6114 04 vertical closure ( ) sa. ;7• x 1') x 88' x 22 go. stainless steel 304 04 ceiling closure (ship at -1- d d r later date E (1) es. 4' fluorescent fixture for freezer application X a 2 IIEFRIoE11ATI0N oil (1) ea. Heatcraft Split-System (-10'F holding temperature) A•�— - (1) MGH02SL63CF coed. unit and (1) LOF0908 evep 200.230/3/60 P4040 2 HP hermetic outdoor cond. unt.t r w/ defrost timer, thermostat A liquid line solenoid •� p pill ' 37.73w x 26.23D x 17 2SH "� MCA7 21 MOP0-26 208.290/1/60 electric defrost evap w/ TIN ! x 46.61V x x 14.ps0 861be. AbtorAmps-2 "e HeaterAsps-7.8 .� E N 8EALNSV LABEL MOE N,S.F LISTED (STD 07) RBV/ DATB BY N.S.F. GASKET 0 ALL PANEL JOINTS _m F3 W J � r. DO NOT 3G1L6 TNf3 DRAII)NG 3CAl E 3115'-1'4' DATE DRAWN: 6/19/20W DATE PRINTED: 711117M DRAWN By DANNY WCLIAMS C►0I'17 BY: DS 07-01.2004 tNtWsOA-FlN-33061-OT SOX: 1 OF 2 SNEeT 1 of 2 Ja1 .20. 2004 10:49AM No-2571==P , 5==— I—ONS .__IONS Indoor cooler NSF foam gasket Cam Layout 02 (seen as IM1) 26 go stucco material (MOND) HALL PANELS Construction: 4' high density urethan* Exterior Flnieh: .040 stucco white aluminum Interior Finish: .040 stucco aluminum Connections: Cann-lock / Can-lock CEILING 111AE_LS Construction: 4' high density urethane -- . �- --- Exterior Finish: 26 go, storcco goly. - -"— Interior Finish: .040 stuero aluminum I Ceiling Caps: Factory mounted Live Load: 10 pet FLOOR PANELS Modal: 3110N (NSF1 Q Construction: 4' high density urethane b w/ .090 smooth aluminum ! Interior w/ Metal ! exterior Bleepers- 3/1' Cedar ! 16' 0/C le (lay perpendicular to floor panels) b FV <Z DOORS IA): (4) 26 3/4' x 75' Anthony model 1001 cooler door w/ cylinder lcr.ks complete with lights and shelving (Smooth Silver) PAf1T9 t) to. 2' x 4' x 96' x .040 whits stucco aluminum vartl.esl closure (1) on, 2' x 4' x 46' x .040 white ttucc:o slumin0w vertical closure (2j ea. 17" x 1') x 69 114" x 040whit• stucco aluminum ceiling closure (Ship • later date) REfRi(iERATION � � -t (1) es. Hoatcraft Split-System (35•F holding temperature) (1) MOH006X62Cr coed. unit and (1) TAK308 evsp 206 23011/60 R404n 314 NP hermetic outdoor conA. unit LL w/ drlrost timer, thermostat 6 liquid line solenoid Z MCA-15 MOPO-15 — (iJ 206-230(1/60 air defrost evsp w/ TxV 40W x 14.5D x 4.5N ! 371bs MotorAmpsel.2 Z (J Uj w/ I to OTAK43AF evaporator coil; 115V; I phase SPECIAL_PANEL9 U O VI-A: w/ (1) ea. Kason MDT-7 2' x 4' flush nount digital thermom*ter w/ capillary OREGON SEAL NSF LABEL — N.S.F. LISTED (STD /7; N.6 r. OASKV a ALL PANEL JOINTS *pw- ow 5 —� 1 Y pC MSI Na.r.. fD REV/ DA?F 11Y UJ DO NOT 9CAIX 1N19 DRAWING SCALE: DATE DRAWN• Srt9/2004 DATE IMtINTED: DRAWN BY DANNY WR1 IAMR C(#!D BY: OB 07-(19-2041 DMO: 04-PN-33051-02 SOX: 2 OF 2 t OF 1-� • Ju1 .20. 2004 10:49AM No-2571 P. 4 V 41 -YEAR SLWACE S - 3/4' PLYYWD IRNDERLAYNENI u; "-3/4' FLYYDDD w -, - __7 J 7t X SSS 1 INTERIOR RAMP SECTION FLUSH 2000 DOOR FLDDR PANEL a. 11A1 2!7A � h _ 1,A .� 2 EQUAL Faux N501UL 2 b ,- '��" .....crTE'TER9rpR eeNe_......�.._..._._._.... ...........Q Ll DRILL i COWTRRSIDF THRESHOLD �,,� 12� WNS (4) RACRIU x I/2" FHW, dALUYINur �� N ��e• REV/ DATR BY DO NOT SCALE THIS DRAWING 9CALE: wir.r4* DATE DRAWN: 6/H/2w" DATE PRKMD' 7112/2004 DRAWNDANNY WLlUW ��BY:: DS 074W20044 ORWI 04-PN-33081-01 DCX: I OF 2 SH4RCT• 2 of 2 Jul -20. 2004 1010AM No-2571 P. 6 • N 4 O tl • ^ h ^ ^ O N it N O A A O N N 12 3M r--------------1 12 3/4 13 3/16 1 - I C, 1 13 3/16 eL---------- --- Vodka --------- ---Vodka cimu a (bV• 2) v v c� CEILING PANELS ra x p ro>r,� 47 x COOLEPBF 001V 11116 !-01wnabUQ 4y11 WALL PANELS 1 ^ N ^ e ^ N O n N N O 11 12 3/4 — 12 $16 13 3/10 F1 13 3110 —e e tl tl ^ H N N ^ tl tl FLOOR PANELS DT-7 b+wmome w I g _ 761/ - b � 3 A ELEVATION 0 f. PMIS return Q Mtetkr WALLS 130 7 CEILING 27 1 FLOOR 27 1 TOTAL -1841 e • Jul •20. 2004 10:48AM No•2571 P. 3 Ion 21 47 47 47 ---- r 14 13/16 r- -----_ .--__- --"'-- l Mane 20 I 17 6/18 lei 62 q G Co 22 1/18 20 7/6 I I I I 10 6/16 L-- ------ ----- - J la 13/16 ti Valkm,p CEILING PANELS _ 47 47 10 n '+ x 3- 3 mg g Ir 91 FREEZER 3 s --Wit w+l wl In 4 I 171116 47 47 WALL PANELS 21% 47 47 10 316 1 14 1!/16 13 a/le S F1 P2 PI F 1 22 1/16 10 6/16 • �. 10 6/16 13 _ 16 13/16 -- — --�- ---- - wt o m er FLOOR PANELS �LEVATION __- t J 1 90.FT. PHLS WALLS 287 13 CEILING e1 a FLOOR P4 6 TOTAL 455 13 L � , o�J g AWASHINGTON COUNTY OREGON February 26, 2004 Nick Harris 5410 SW Macadam 11250 Portland,OR 97239 RE: Twality Middle School 14650 SW 97'h Avenue Tigard,OR 97223 Dear Mr. Hams: The Washington County Department of Health and Human Services has obtained the plans for the proposed remodel of Twality Middle School located at 14650 SW 97'h Avenue in Tigard, Oregon. It is our understanding that community water and community sewer are utilized at this school. The following is understood to be planned with necessary changes and conditions for approval noted: STRUCTURAL REQUIREMENTS 1) The plans show a commercial high temperature sanitizing type of dishwasher. Machine or water line mounted thermometers must be provided to indicate the water temperature of the wash and rinse cycles. These thermometers must be accurate to +3°F. The dishwasher must be capable of reaching proper wash and rinse temperatures, and must waste indirectly into a floor sink. 2) The plans also show a three-compartment sink for washing, rinsing and sanitizing utensils. Each compartment of the three-compartment sink unit must be large enough to totally submerse your largest multi-tlse utensil. The plans show one drainboard on each side of the three- compartment sink. One drainboard must be designated for soiled utensils and the other for a clean utensils. An accurate test kit is required to test sanitizer concentration in the third compartment of your sink. These sinks are not to be used for handwashing. 3) "The plans show a utility mop sink. Please supply a mop-hanging device so mops and similar =� floor cleaning equipment can be cleaned and hung between uses. m J 4) If you plan to install an automatic chemical dispensing system at your three-compartment sink or mop sink, please contact the local plumbing authority for information on the proper back flow device needed to ensure that the fresh water supply is protected from chemical b,--kflow. Department of Health k Human Setrvlces 155 N First Avenue, MS 5, Hillsboro, OR 97124-3072 WIC Nutrition Plan:(5031848.3555 Administration A Planning:1503)848-4402 TTY:1503)8464MI Health Services:15031848-8881 Fhx:Conic(503)848-4522/Administration(503)848-4490 Environmental Health:ISM)848-8722 Page 2 5) A handsink must be designated in each of the food or drink preparation and food or drink dispensing areas. Handsinks are shown in the scullery,preparation and service areas. 6) All handwashing sinks including the restroom handsinks must be equipped with dispensed soap and dispensed sanitary tary towels or approved hand-drying devices. The handwashmg smk,4 must be equipped with hot and cold tempered water. The hot water must be at least 110°F. If self-closing, slow-closing, or metered faucets will be used, they must be designed to provide a flow of water for at least 15 seconds without the need to reactivate the faucet. 7) Be advised your hot water heater must he of sufficient capacity to meet the peak hot water demands of your facility. If hot water availability is found to be problematic, additional hot water generating equipment will be required. 8) The dishwasher, hot wells, w_ K-ins, food preparation sink, and any other piece ofeq P ui ment utilized to hold food or ice in that is equipped with a drain must was4e indirectly into a fl-Vr sink or floor drain. Where air gaps are required, the distance between the bottom of the waste pipe and the top of the floor sink or drain must be at least one inch or two waste pipe diameters, whichever is greater. 9) Any refrigeration unit which does not come equipped with an evaporator pan for its liquid wastes must have its liquid wastes drain indirectly to a floor drain or floor sink. IO)Floor sinks and floor drains must be located so they are accessible for cleaning and maintenance. I 1 All floor, wall and ceiling surfaces must be smooth, durable, sealed and easily cleanable. An � Y areas that are worn or damaged must be repaired. Where walls and ceilings are painted, high gloss paint is recommended. It is also highly recommended that walls behind cooking equipment, dishwashing equipment, and the mop sink be covered with durable, washable backsplash. 12)If acoustical ceiling tiles are utilized and they become soiled and can not be cleaned, then replacement will be required. A washable ceiling surface is recommended for food preparation and cooking areas. i 13)Self-service areas must have a smooth, nonabsorbent floor covering such as vinyl, the or the 1 equivalent extending out 30 inches on each side to which the public has access. 1 14)Base coving at least four inches in height will be needed on all wall/floor junctures that require wet mopping. Page 3 15)Any gaps in floors, walls, or ceiling around plumbing or electrical work must be filed in to prevent rodent and insect access and entrance. Exposed utility lines and pipes can not be installed horizontally on the floor. 16)All lamps over or within food storage, food preparation, and fool display facilities and facilities where utensils and equipment are cleaned and shred shall be shielded, coated or otherwise shatter resistant. 17)Each refrigeration unit not equipped with an accurate built-in thermometer, must have a thermometer located on the top shelf or door. 1 E)All equipment must be installed so as to be moveable or properly sealed to facilitate proper cleaning. 19)Storage shelves must be smooth, impervious, and easily cleanable. Unfinished wood is not acceptable. 20)All floor mounted equipment,unless readily movable,must he sealed to the floor, installed on a concrete or otherwise smooth base at least four inches high, or elevated on legs to provide at least a six inch clearance between the floor and equipment. i 2 1)Be aware that all food or food items in the service area which are within shident reach and are not prepackaged, must be protected from contamination by a sneeze shield or other approved jmeans. Please see the NSF pamphlet that is enclosed for information on sneeze shield requirements. 22)Outside garbage storage areas or enclosures must be large enough to store the garbage and refuse containers and must be kept clean. Garbage and refuse containers, dumpsters and compactor systems located outside must be stored on or above a hard, nonabsorbent surface such as cement or machine-laid asphalt that is kept clean and maintained in good repair. 23)The local plumbing authority may require a grease trap or interceptor be installed. If a grease trap or interceptor is required, it must be located and installed so that it is effective. A p� P eP q N maintenance schedule must be developed and followed to prevent grease from going down the sanitary sewer. ap 24)All plumbing roust meet the requirements the City of Tigard and the Oregon Uniform Plumbing W Code. J OPERATIONAL RF,QUIREMENTS 25)If you plan to deliver foods to other schools, please submit your transportation plans to this department. Page 4 26)If food delivery is planned then deliveries must be made with approved equipment that will keep products at correct temperatures. We highly recommend a temperature log be kept of foods being transported. 27)Common (cloth) towels cannot be used to dry hands. If disposable towels are used, easily cleanable waste receptacles must be conveniently located near the handwashing facilities. 28)The plans do not indicate which sink will be designated for food preparatic i. Any sink used for food preparation (washing, thawing, cooling, etc.) mjist drain indirectly to a floor sink. If existing sinks used for other purposes will be used for food preparation, they must have compatible use. Neither handwashing sinks nor mop sinks may be used for food preparation. The third compartment of the three-compartment sink may be utilized for food preparation if it wastes indirectly to a floor sink. 29)A metal probe thermometer accurate to +2°F must be provided to assure attainment and maintenance of proper internal food temperatures of potentially hazardous foods after cooking foods,during hot holding,cold holding,and during cooling and reheating processes. 30)If potentially hazardous foods will be cooled, then a method to rapidly cool this food must be provided. Commercial air cooled refrigerators or ice baths are recommended for cooling foods. When foods are cooled in the refrigerator,they must be cooled in uncovered containers. Liquid foods may not be cooled at a depth of greater than four inches and soil thick foods may not be cooled at depth greater than two inches in air-cooled refrigerators. Large portions of meat should be portioned so that each portion weighs no more than 4 pounds. Potentially hazardous foods must be cooled from 140"F (60°C) to 70"F (21°C) within two hours and from 70"F (21"C) to 45"F(7"C) or a recommended 417(5"C)within 4 hours. 'The total cooling time may not exceed 6 hours. 31)Potentially hazardous foods may not be thawed at room '.emperature. Food may be thawed by one of the following methods: • Under refrigeration that maintains the food temperature at 41'F(5°C)or 45°F(7"C)or less; a * Completely submerged under running water at a temperature of ArF (21°(:) or below, with N sufficient velocity to agitate and float off loose particles in the overflow, for a period of time that does not allow thawed portions of ready-to-eat food to rise above 43°F (7°C), or for a period of J time that da--s not allow raw animal food to be above 45°F (7°C)for more than four hours. It is aef recommenced that food not be allowed to thaw to a temperature above 41"F(5"C); W A • In a microwave oven only when the food will be immediately transferred to conventional .;ooking facilities as part of a continuous cooling prowess, or when the ;-ntire, uninterrupted cooking process takes place in the microwave oven only when the food will be immediately transferred to conventional cooking facilities as part of a continuous cooking process, or when the entire, uninteinipted cooking process takes place in the microwave oven:or 1 Page 5 • As part of the conventional cooking process. 32)Raw meats must be stored separately from other cooked or ready to eat foods in refrigeration units. Raw meats should be stored below ready to cat foods. 33)A method must be used to clean and sanitize all food contact surfaces of equipment that is designed for in place cleaning. 34)Potentially hazardous food that has been cooked, cooled and reheated for hot holding must be reheated within two hours to a temperature of at least 165°F (74°C) for 15 seconds. Potentially hazardous food reheated in a microwave for hot holding must be reheated so that all parts of the food reach a temperature of at least 165°F (74°C) and allowed to stand covered for 2 minutes. Ready-to-eat food from a commercially processed package must be reheated to at least 140° F (60°C). 35)Refrigerated ready-to-eat potentially hazardous food that is prepared in the establishment and held for more than 24 hours must be marked with the date of preparation or consumption. This food must be consumed within 7 days if stored at 41'F(5°C)or less and within 4 days if stored at 45°F (7°C) or less. 'I'he date of preparation is included as the first day of the dating system. Food prepared on-site and then frozen must be date marked to indicate how long the food may be kept once the product is thawed. I 36)'The temperature of potentially hazardous food must be monitored when they are delivered from purveyors. Potentially hazardous cold foods must be received at a temperature of 45°F(7°C)or below and hot foods at 14(°F (60°C) or above, and frozen food must be received in a solid frozen form. 37)To minimize manual contact of foods, please provide and utilize handled scoops and other appropriate utensils. 38)rood may not be stored under exposed or unprotected sewer lines or water lines, except ti,here automatic fire protection sprinkler heads may be required by law. a 39)All storage of food, food containers, and single service utensils must be on shelves at least six inches above the floor except where storage is on wheeled platforms or four inch high sealed �. bases. Metal presenrized containers need not be elevated. �f 40)This facility and its operation must meet all the Oregon School Sanitation Rules and Statutes. W J 41)A preopening inspection must be conducted by our Department prior to license approval and operation. Please contact Robert Reardon at 503-846-3667 at least one week prior to operation to schedule this inspection. Page 6 42)All employees must have current Washington County Food Handler's Cards. For information call 503-846-3460. The plans you have submitted have been approved subject to stated conditions. If any fidure changes are necessary, it will be required that those changes be,approved by this Department. Sincerely, DEPARTMENT OF HEALTH AND HUMAN SERVICES T by Hams,R.S.,M.P.H.,Supervisor Environmental Heath and Sanitation TH:eoc Enc: 1 cc: Robert Reardon, E.H.S. Brian Blalock,City of Tigard Janet Beer,Tigard School District Ray Soucie a tY m v U1 April 5, 2004 CITY (OF TIGARD r OREGON • Brian Greenwood Dull Olson Weekes Architects 319 SW Washington Street, #200 Portland, OR 97204 RE: SITE WORK FOR ADDITION TO ELEMENTARY SCHOOL Project Information Site Permit: SIT2004-00006 Construction Type: V-N Tenant Name: Templeton Elementary School Occupancy Type: El/A2.1 Address: 9500 SW Murdock Street Occupant Load: NA Area: 8,286 New Sq Ft Stories: I The plan review was performed under the State of Oregon Structural Specialty Code(OSSC) 1998 edition; and the Tualatin Valley Fire.&Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved subject to the following. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE • The private fire service main shall be at least 30 inches below grade. • The private fire service main shall be flushed thoroughly before connection to the system riser in order to remove foreign materials that might have entered the main during the course the installation. The flow rate shall not be less than the water Q, demand rate of the system. • All piping shall be inspected prior to backfill. -�+ ACCESSIBILITY m J • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking-paces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC 13125 SW Will Blvd., Tigard, OR 97723(5W)63941171 TDD(500)6842772 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 10-6,4 2 OSSC American with Disabilities Act(ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter I 1 of the OSSC which may not include all of the requirnments of the ADA. Premises Identification: Approved riumbers or addresses shall ire provided for all new buildings in mrch a position as to be p.ainly visible and legible from the street or road fronting Lhe propcoy. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and pr ing the documents. Respect , ri k, Senio tans Examiner IL oZ t— m W J April 6, 2004 CITY OF TIGARD► OREGON • Keith Johnson DULL OLSON WEEKES ARCHITECTS 319 SW Washington Street, #200 Portland, OR 97204 RE: ADDITION TO EXISTING ELEMENTARY SCHOOL Building Permit: BUP2004-00072 Occupancy Type: E1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code(OSSC) 1998 edition; and the Tualatin Valley Fire&Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The following information is require prior to issuance of the Building Permit. FIR&& LIFE-SAFETY 1. Clarify the listed assembly for 1 hour rated wall construction. 2. Clarify corridor wall framing to roof or provide details for rated ceiling construction. 3. Several double walls will exist. Revise or provide details to indicate Fire Blocking as required by section 708.2 OSSC. 4. Provide"Composite Fiber Reinforcement' product listing. STRUCTURAL a 5. Clarify the depth of embedment for Anchor Bolts indicated on detail 5/S4.1. 6. Clarify nailing of plywood indicated on detail 5/S5.1 connecting glulam to 2 x 10. 7. There are 2 cross sec.ion notes on sheet S2.1 referencilig 3/S5.0&4/S5.0. The ap reference does not appear to be related to the foundation.F�he structirre? -1 8. Please clarify expansion anchor embedment depth. A few examples are 6,10& 15/S5.1. Provide a general minimum depth or identify depths on all details. Does note 9 on S 1.0 apply to expansion Rnchors? Please provide an item by item response. 13125 SW Hall Blvd., Tigard, OR 97223(50.1)639-,4171 TDD(503)684-2772 fOR / VX G✓94-1_1 ® N V r-A i r y Ai L s j o n- jA by G v 7 S ,c( .40frf r i4 L 0 �l d l IAZ /r y Go R i pop rocArli ic. 7 o Ro�iF 7 Vi- f' l -Nice 0 OPCN/NG /O 6/� PCS t'Ac�c�"9Y N0 D/G t247*lc— icA 4/et.►.vY E i uJ �UC l T S L F 9 aF ANc N0 DoT S,sti I oo lit/N/�T 15 C©r'1 pas l T,� r /f1 Com-- /2 Ci x O. 57- 1 z w O T rC w �wrT tAjHc4c- 00094-C, G��1 c GS O CC&IX OAOV/P / Pc. ��roo� �4/�.�✓ G To tzc ,¢ �w,•.drt W/1- ' l�- � � Q y/ 3Ko .S Z . / a rU) J m 0 ud D U L L O L S O N W E E K E S acchileco pe April 8, 2004 R E C E IV ED APR U 9 2004 CITY OF TIGAHD BUILDING DIVISION Brian Blaylock Senior Plans Examiner City of Tigard 13125 SW Hall Boulevard Tigard, OR 37223 Re: SUP2004-00072 Templeton Elementary School Addition & Remodel Plan Review Comments dated April 6, 2004 Dear Brian, Thanks for faxing the copy of your review. Following is the itemized reply as requested. Supplementary information is enclosed as noted in our reply to the comments. Also enclosed is a copy of Addendum 4 which will be issued to bidders this week. We have modified several details based on your comments and have Included them in this Addendum. Fire & Life Safety 1. The portion of 1-hour rated wall construction will be modified as shown on Addendum Drawings RA4.1 and RA4.2 enclosed. The ,hange involves adding one layer of 5/8-inch Type X exterior gypsum sheathing to the outside face of the plywood as shown. We also show the extent of the rated wall on the revised Wall Types Plan for this area of the building. Note that the entire length of this wall does not have to rate due to the N change of direction of the assumed property line, but we kept the wall type oconstruction the same for detailing purposes. =' 2. Corridor and other wall framing extends to the roof deck y � ) 9 typically. Set- General emGeneral Sheet Note "F" on Sheet A2.1A. W o J Q M o a 3. We have added notes to the contractor to install and fire tape two layers of 5.8-inch Type X gyp board to the portion of two-hour wall which will be located against the existing masonry wall prior to erecting the wall in 4 place. In addition, we have added fire blocking to the portions of wall = o itN P t o Q 3 ,'''„ ttFle2ktpc>Iec1yt03011 Templeton FS 200411-Profed FiletWonl ProoettntQ113 Cod*-PamtftetBleylo. 04(1x104 Plan Review Ryply doc N N1 o. O n "' ANCNITICTYN[ • INTLNIO&S �IANilIN� D U L L 0 L S 0 N W E E K E S ar•chflecla P- where roof framing is ledgered off the wall (this modifies detail 3/S5.1). The wall assembly extends up above th� roof deck in excess of the required 30-inches. See Details RS 41 1 and RS 12 for the added fire blocking which were issued by Addendum#4. Typical requirements for fire blocking can be found in Section 06122 paragraph 3.04.E. 4. We issued the Specifications for the Composite f=iber Reinforcement in Addendum#5, a copy of this is enclosed. If you wish, we will furnish a copy of the bid product data as a deferred submittal once to'- contractor is selected. Structural 5. The required depth of embedment is 9-inches. This text has been Incorporated to the detail by Addendum #4. 6. The required nailing is 10d nails aQ 6-inches o.c. at the top and bottom edges of the 1/2-inch plywood. This text has been incorporated into the detail by Addendum #4. . The detail callouts were incorrect. At Grid Y5, the callout has been revised from 3/S5.0 to read "3/S4.0". At grid D, the callout has been revised from 4/S5.0 to read "4/S4.0". 8. Expansion anchor embedment is specified as 8 diameters on sheet S1.0, under Structural Steel Item a�14. Thanks for your review of this project. If you have any questions about our reply or need further information, please give me a call. Sincerely, IL Dull Olson Weekes Architews Inc. o , K Cp 9 M O ca a s Keith Johnson AIA w� a Associate Principal/Project Manager � a C, ry 4 � M N O 2 � O V = O S .n N A < .O 3 h 3 n Ilfd�+':Mtpu>�orw'��7?021 Ternwelon FS 2"( l-Prc*ecf Fdemord ProoessmpN3 Code.Pem1116M1ay1eek 010561 Plmn R909w Rerty do; N P p M M ANtNITI�TYN! a �NTERIOEt . �tAMillflo F C GARD N April 8, 2004 Dull Olson Weekes Architects Keith Johnson 319 SW Washington St. S. 200 Phone: (503) 226-6950 Portland, OR 97204 Fax: (503) 273-9192 RE: ELECTRICAL PLANS REVIEW Dear Mr. Johnson: Pro'ect laformation Permit: ELC 2004-00091 Tenant: Templeton Elementary School Remodel Address: 9500 S.W. Murdock Street. This plans review is bas is on the 2002 edition of the National Electrical Code(NEC). The plans received on February 25, 2004 for this project have been reviewed and are not approved as submitted. The following items shall be revised (revisions clouded)on the plans and addressed in a • response letter. Two complete sets of the revised plans and the response letter shall be submitted to this i office for review and approval prior to issuance of the electrical permit. Please note: Loose pages are not acceptable. 1. On what criteria is the existing load for panel "MDIP" based? Please furnish the documentation. 2. What is the location of the transformer"T13"? Please indicate on the floor plan to scale to verify 3. What is the available fault current at the line side of the disconnect "EDS" and the transfer switch "ATS"? 4. The panels " 1 EA" and "1 C' require protection by an overcurrent device. See Art. 408.16 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(.503)684-2772 w Keith Johnson April 8, 2004 Page 2 5. The rebar in the generator footing is to be used for the generator grounding. See Art. 250.50 6. What is are the grounding electrode(s) for the transformer"TE" and "TB"? 7. Identify the size and location of the bonding conductor from the transformer(s)to the local water pipe. b ea- 1 S 0- /0 4 C 4) Provide a grounding diagram showing tho items 4-6 requested above If I can be of any additional assistance,please feel free to contact me at(503) 718-2446. Sincerely, Herb Stabenow Plans Reviewer HS c: file a a F- CO 0 W D U L L O L S O N WE E K E S ITECTURE . INTERIOR$ . PLANNING a r`" `►e( ►A ►n ARCHOFFICE COPY DATE: April 15,2004 RECEIVED TO: Brian Blaylock City of Tigard il`'R 19 M4 FROM: Keith Johnson � cI ry OF TIGARD 1" "1I fit r)ING DIVISIUN COPY: Nick Harris Cornerstone Construction Management • Scott Miller, Robert Russell MFIA Consulting Engineers PROJECT: MEC2004-00080 Templeton Elementary School Addition& Remodel RE: Mechanical Review Comments-Your Letter of April 9,2004. Following is the additional information you requested in the review. 1. Seismic calculations from out consultants are enclosed as an attachment to this letter. 2. We will instruct the mechanical subcontractor, once one is selected, to provide equipment cut sheets for the actual items to be installed as a deferred submittal. 3. Specifications Section 15880 the last sentence of Subparagrapti ?.03.A will be modified as follows: 'Attach hangers to available building structure .vith two 1112--inch sheet metal screw." This revision will be issued to the Genetal Contractor by Architect's Supplementary Instructions (ASI) once a contractor has been selected. 4. The underground gas piping is to be polyethylene. There is a note near the top right hand comer of She%t M2.1 calling for this and also giving the embedment depth and clearances. 5. Attached is a clarification drawing noting the requirement to install the new kitchen rooftop equipment a minimum of 10-feet from the roof edge. We will also make this information available to the contractor by issuing an ASI. Attachments include the following: • City of Tigard Letter of Transmittal. > • Seismic calculations for rooftop units: RTU 04-3, RTU 04-4, RTU 04-5, and RTU-04-6 (16 pages total). • Clarification Drawing RM3.1. 1 - If you have questions about this reply,please feel free to give me a callat 503-226-6950. Thanks for your review of this portion of the project. MEMORANDUM 719 SW WASHINGTON ST. 1200 1 PORTLAND, ON 97204 t: S03 226 6990 J: 503 273 9192 1 mrw.dorn.rom OF dnpklprolncta+ 3021 Templeton ES-20041-Proleca FilelWnrd Prooessing113 Code-PermllskSlaylock 0I150A Merfuniral Review Corranenu dor ARCHITECT'S Owner SUPPLEMENTAL INSTRUCTIONS Architect Consultant 1L Contractor ]S Field �{ Other This document is identical to AIA DOCUMENT G710 PROJECT: Templeton Elementary School ARCHITECTS SUPPLEMENTAL Addition&Remodel 2004 INSTRUCTION NO: 01 OWNER: Tigard-Tualatin School District 23J DATE OF ISSUANCE: 05-03-04 TO: Triplett Wellman Construction ARCHITECT: Dull Olson Weekes Architects,PC C/O Nick Hams-Cornerstone Managemet Group 5331 SW Macadam Suite 377 -Portland 97201 CONTRACT FOR: General Construction ARCHITECTS PROJECT NO: 03021 The Work shall be carried cut in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. Description: Provide all material and labor to perform the following: Per City of Tigard review comment for the mechanical permit,ipeorporate the attached subparagraphs to Section I5060 as follows: 2.01 Piping Materials: Add nt w subparagraph"E". 3.01 Excavating: Add new subparagraphs"C","D","E","F","G",and"H". 3.06 Preparation: Add new subparagraphs"C","D",and "E". 3.09 Test: Add new subparagraphs"F"."G","H",and "I". Attachments: Memo dated April 28,2004 from MFIA with Rhe above referenced subparagrai he(2 pages). a ac v>, ISSUED: Dull Olso .Weekes Architects,PC ACCEPTED: 00,J m BY: BY: (a Archite Keith o nson AIA Contractor: Date LU \\FileMproject9\03021 Templeton ES-20(4\2-Construction File\Word Processins\I B ASI's\TF.S 050304 ASI NI.doc April 28,2004 M FI AMEMO TO: Keith Johnson INC. DOwA SUBJECT: Templeton ES Remodel r Plan Review Response#2 O In regards to the mechanical plan review comment#4 by City of Tigard,we have the N following response. S 1) In specification 15060,please add the following sections: 11 2.01 Piping Materials L E. All pipe and fittings shall be polyethylene(PE)2406 meeting T ASTM D2513. Fittings and joining procedures shall be compatible with the piping material specified. Curb cocks shall be I polyethylene. N 3.01 Excavating G C. Install PE gas lines in size and location indicated on Drawings D. PE pipe shall be snaked on the trench bottom and allowed to stabilize to ground temperature(approximately 30 minutes)prior E to final tie-in. N E. Fusion procedures used shall be in accordance with the manufacturer's recommended procedures and meet the G specification as set forth in the"Minimum Federal Safety Standards," Paragraph 192.283. See Section "REFERENCES." 1 F. Protection of Material and Components: Pipe and tube openings aN shall be closed with caps or plugs dura. -, �-tstallation. Equipment shall be protected from dirt, water, and chemical or mechanical F injury. At the completion of all work,the entire system shall be thoroughly cleaned. m F, G. Liquid odorant shall not be introduced into PE pipelines. t� W x cAdecumenh and sefting0eith)ohnsonUocal settlngsVemporary Internet 1Mn%dk147%7104d1-m-apr2804-meth-pNn-w-2.doe H. Trench compaction is required under paved areas. Compaction M shall be by hand-held compactors. Hydrahammers shall not be used. Wheel rolling for trench compaction can be used only after FI the trench has received its final lift. Care must be taken when compacting around joints and valves to insure well-compacted A support and to protect the pipe and valves from excessive torsional INC. and shearing loads. 3.06 Preparation: C. Excavation: PE Pipe: Minimum bury 30". Trench size as required for installation, inspection and backfill compaction. See Section C 02200, Earthwork. O D. Backfill bottom 12" of the trench with sand for bedding so as to provide continuous support for the pipe. Rocks, gravel, and other N di-bris shall not be used. S E. All PE pile shall be field inspected for damage prior to installation. Any pipe found to have a cut, gouge,or dent with a U depth exceeding 10%of the wall thickness shall be rejected. L 3.09 Test T F. PE pipe test pressure shall not exceed 3 times the maximum design I pressure of the pipe nor shall the temperature of the PE exceed 100 degrees Fahrenheit during testing. N G G. Testing shall not start until temperature and pres.qure stabilization occurs(approximately 30 minutes after the pipe has been placed in trench). E H. Test line for 100 psig test pressure for a duration of 5 minutes per 100 feet of length but not less than 30 minutes. N I. Repair piping sections which fail testing by disassembly and G reinstallation, using rcw materials as required to prevent leakage. Do not use solder,m istics, or other temporary repair methods. I L N H J E MFIA, INC. 0o E 0 J R Robert Russell C Odocuments and sefBng0elth Johnsmoocal set8ngsVemporary Inbsmet 1MosW4717104d1-rn-spr2ep4-mace-Qhn-my-2.dm 7 RECEIVED ro)ect: TEMPLETON ES 2004 REMODEL Date: 4-12 04 )(1 MFIA Inc. consultingEngineers. Portland, OR Sheet: of 3 Af k 1 C9 i ffi SEISMIC OVERTURNING CALCULNrfONS • Bated on seismic loads applied at a critical an la Mark RJU-04- Description: 4 TON RTU Q CURB - CITY OF TIGARD Seismic Horizontal Force - Fpn (11 = (((Ap•Ca•Ip)11.IRp)•(1+3•(Nx(Hr))IWO BUILDING DIVISION But not lase than - Fpn (2) = 0.7•Ca•Ip•Wp But not more than - Fpn (3) = 4•Ca•fp•Wp Wind Horizontal Force Fpw = Ce•Cq•gs•lw*Ul•Uh Ap = Horizontal Force Factor F— Ce = solsmic Coefftc.ont' O.QO 1p v Importance factor L__J Rp • Msponse factor 3 Hx Component Elevation 27.5 Hr = Roof Elevation 25 HxIHr = 1.1 Wp operating weight' 7Q5 lb. Co dust facto) 1.1/ Cq Pressure Coefficient 1.1 Wlnd Stepnetion Pressure e -nr1u� Ul Unit to to a.?a fir Cly ro Uh Unit Height 1 ft Fpn (1) • DIQ.p21 r". Fpn (2) 353.13 �ry w ""un Fpn I31 2014.Q e . Fpw • 9B0.911 �.by Fpn • Q//./21 1111-J1e 00Y111, Fp(max normal force) • 900.041 Fpr - Vert. Uplift F. • 112 CeIPWp l92.IQ b, • Mex. length (between anchors) Q4 In. b1 • Mex. width (between anchors) 11 In. h Center of Gravity helght fe in. N • Number of anchors points [� 1., INl11N•2)1fb,'L 17Q1 (12)•(N-2) Irr (NI•tbs11 fa3Q 4 Tq maximize the rale s: jp-t - 0 A gp>< 0 Will yield a condition d0 d0 Ter, 0 • if,r•D,II(I..•b1) O.Q37BB 0 = Ten I((I,,-b,)I(1„•ba)l O.SQ 7Q7 Consider lead applied In any horizontal direction: Transverse component • TC • (Fpn)*(cos 0) 827.088 CL Longitudinal component LC • (Fpn)•(sin al 327.1/8 The not uplift tons on loader anchor 2: Pt w-Fpv - (rpn)•(c as 0)•(h)•(b'12) - (Fpn)•is In 0)•(h)•(b,12) N I,, I.. J Pt - 128.1375 169.177048 88.79371203 m Pt •f0'/.IJ (; TAo not comorosslon load on anchor 4: PC - W Fpv - (Fpn)•(cos 0)*(h)•(b X12) - (rpm)•(sin 0)•(h)•(b,/2) N 1.. I.. Pc ?51.3Q25 - 88.793712 - Q8.79371203 Pc t1/.775 See Chaper 16 of the Uniform Building Code ' See Choper 16 or the Uniform Building Code and page 1 (Continue on next sheet no. ?) 1.12.01 Project: TEMPLETON ES 2004 REMODEL Date: 4-12-04 MFIA Inc., Consulting Engineers. Portland, OR Sheet: al 3 SEISMIC OVERTURNING CALCULATIONS-Based on seismic loads applied at a critical angle UNIT: Mark RTU-04-3 Description' 4 TON RTU& CURB Maximum shear per anchor: - Ps FpnM 215.2352 To combine anchor loads: Based on maximum Pt and maximum r s. Pt= Tension on location Pt Ps= Shear on location n= No.of anchors per location C� V bol t Ps T= Tension per anchor V_ Shear per anchor T bolt Anniyi1s of bolt. T bolt s Ptin F109.83331 V bolt a Pain 215.235? Manufacturer& Type: Sell drying la screw(7116'x 3) Tension = T allowable F1060 Shear = V allowable 192.5 Combining thy load for the unity check: 1 > _T bolt + V bolt _ < 0.02377858 T allowable V allowable ommments: IL oc dl - t9 W 4.12.04 Project: TEMPLETON ES 2004 REMODEL 44-2-04 M_FIA Inc., Consulting Engineers. Portland OR 3 of 3 ;SEISMIC OVERTURNZNO CALCULATIONS - Based on 1997 UBC, chapter 16. T ical Horizontal Force Factors - C Table 18.0 Elements of structures 6 nonstructural components 8 E ui men; JCp Value 11. Nonstructural Componebts 2. Chimneys, Stacks, Trussed Towers and tanks on legs a. Supported on or projecting as an unbreced cantilever abovf the roof more than one half their total height. 2.00 b. All others, including those supported below the roof witl unbraced projection above the roof less than one half it: height, or braced or guyed to the structural frame at o: above their centers of mass. 0.75 6. Anchorage for suspended ceilings and light fixture: 0.75 177. Equipment' 1. Tanks and vessels (including contents), including support systems and anchorage. 0.75 2. Electrical, mechanical and plumbing equipment ani associated conduit, ductwork and piping, and mach+nery. 0.75 Equipment includes but not limited to boiler, chiller, heat exchanger, pump, air-handling unit,cooling tower, control panel, motor, switch gear, transforme and life safety equipment. It includes major conduit, ducting and piping servin such machinery anu equipment and fire sprinkler systems. See Section 1630.02 fo additional requirements for determining Cp for nonrigid or flexibly mounted equip (ie. For nonrigid or flexibly supported equipment shall ... in the abserce of an analysis or empirical data, the value of Cp ... be twice the value listed but nee, not exceed 2.0.) SelsAric Zone Factors Ore on Fig. 18-2& Table 18-I Ione Western Counties: Benton, Clackmas, Ciatsop, Columbia, Coos, Curry Douglas, Jackson, Josephine, Klamath, Lane, Lincoln, Linn, Marian Polk, Tillamook, Washington and Yamhill. 3 Sei"I c Zone 3 Factor - 2 0,3 Eastern Counties: Counties not .listed Above 28 Seismic Zone 2B Factor � 2 0,2 m Seismic Occypency IA ortance Factors (Table 16-K WFactor I J I. Essential Facilities: 1,25 11. Hazardous facilities 1.25 III.Specia.l Occuparr.y Strutures: 1.00 IV. Standard Occupancy Structures: 1.00 I IV. Miscellaneous Structures: 1.00 CL a m w 1 RECEIVED Project: TEMPLETON ES 2004 nEU00EL Date: 4-12 04 �� oo UFIA Inc. Consultin Engineers. Portland OR Sheet: ]_of 3 '9 SEISMIC OVERTURNIMO CALCULATIONS - Basad on seismic lnads applied at a critical an la Mark RTU-04-4 Description: a TON RTU B CURB CITY OF TIGAIRD Seismic Horizontal Force - Fpn (1) _ (((Ap•Ca•lp)11.4Rp)•(1s3•(Hz/Nr)))Np BUILDING DIVISION But not leas than Fpn (2) - 0.7•Ca•Ip•Mp But not more than Fpn (3) - 4•Ca•InwNp Wind Horizontal Force Fpw = Ce•Cq•gaxlw•Ul•Uh Ap = Horltontal Force rector CJ Ce Seismic Coefficient s 0.08 Ip = Importance factor lJ no Response factor _3 HN = Component Elevation 27.b Hr Roof Elevation 23 Hx/Hr - 1.1 wp + Operating Weight' 1305 lb. --• Co + Oust Factor 1.19 Cq Pressure Coefficient 1./ qs Wind Stagnation Pressure 25.0 •—"--T ,.situ U1 • Unit Length 7.0 ft rLax mi.'s Uh • Unit Helght 4.5 ft Fpn (1) • BB 1.807 h• r/x rpn (2) . 002.P1 /•.m Fpn (3) • 3115.2 • • row • 1430.42 —sr—.-�{ �+•{ Fpn • ut.ao7 ttattlft Mtitt Fp(mss normal force) • 1430.42 fpr • Vert. Uplift F. • 112 Ce1pWp 430.10 b, Max. length (between anchors) BB in. bs = Max. width (between anchors) 51 In. h = Center of Gravity height 1B in. N = Number of anchors points =1 I„ _ (N)•(N•2)•(D,21 _ 7744 (12)•(N 2) 1 p) lRMINIse the Values: dpi - 0 6 dpi. - 0 Will yield a condition d0 dB Tan 0 (f„•b,)I(I„'b,) 0.611301 0 = Tan '((I„•D,)I(1„•D,)) O.S50J9 Consider load applied in any horizontal direction: IL Transverse component TC = (Fpn)*(cos 0) 1220.85 rX Longitudinal component LC (Fpn)•(sln 0) 752.812 NThe net uplift (tension load on anehor 2; Pt W-Fpv _ - (Fpn)•(cos 0)•(h)'(b,l2) _ - (Fpn)'(sin 0)'(h)•(b,12) J Pt 76.9952/47 m Pt = -/2.813 WThe net coaprsgl/on load on anehor 4: -J or W Fpv - (Fpn)-(cos 0)•(h)'(b s12) (Fpn)-(sin B)-(h)-(b,/2) N Pc - 13J.DI25 76.9952117 - 7.9952147 Pc = 279.922 See Chaper 16 of the Uniform Building Code ' See Chaper ie of the Uniform Building Code and page 4 (Continue on next sheet no. 2! 1.12.04 Project: TEMPLETON ES 2004 REMODEL Date: 4-12-04 MFIA Inc. Consulting Engineers. Portland, OR Sheet: L of 3 SEISMIC OVERTURNING CALCULATICNS-Based on"ISMIc loads iNd at s critical• le UNIT: Mark RTU-04-4 Description. 6 TON RTU& CURB Maxlmum thearg#L anchor; • Ps = Fpn/N To combina encllor to da: Based on maximum Pt and maximum Ps. Pt= Tension on location `Pt IlT Ps= Shearon location n= No.of anchors per location V bolt Pa T= Tension per anchor Fbolt V= Shear per anchor Anal"Is gf bQ/L T bolt s Pt/n 82.66337 V bolt a Pa/n F 389.886 Manufacturer& Type: Sell drilinUlag screw(7116'x 3) Tension = T allowable 1060 Shear = V allowable C 1925 Com¢�Ina the load f r t e tv chock; 1 > T bolt + V bolt 5 0.12T6f127 T allowable V allowable oMMMIDI; ac — vi — W 4.12.04 Project: TEMPLETON ES 2004 REMODEL 4-12-04 MFIA Inc. Consulting Engineers. Portland, OR 3 of 3 SEISMIC OVERTURNZNC CALCULATIONS - Based on 1997 UBC chs ter 16. Typical Horizontal Force Factors - Cp (Table 16.0, Elements of structures 8 nonstructural components d Equi men. C Value 11. Nonstructural Componebts 2. Chimneys, Stacks, Trussed Towers and tanks on leg: a. Supported on or projecting as an unbraced cantilever above the roof more than one half their total height. 2.00 b. All others, including those supported below the roof witl unbraced projection above the roof less than one half it: height, or braced or guyed to the structural frame :it o: above their centers of mass. 0.75 6. Anchorage for suspended ceilings and light fixture: 0.75 111.Equipment 1. Tanks and vessels (including contents), including support systems and anchorage. 0.75 2. Electrical, mechanical and plumbing equipment on( associated conduit, ductwork and piping, and machinery. 0.75 Equipment includes but not limited to boiler, chiller, heat exchanger, pump, air-handling unit,cooling tower, control panel, motor, switch gear, tranforme. and life-safety equipment. It includes major conduit, ducting and piping servin, such machinery and equipment and fire sprinkler systems. See Section 1630.02 fo additional requirements for determining Cp for nonrigid or flexibly mounted equip (ie. For nonrigid or flexi:,ly supported equipment shall ... in the absence of an analysis or empirical data, the value of Cp ... be twice the value listed but nee. not exceed 2.0.) Seismic Zone Factors (Oregon Fig. 16-26 Table 16-Z, _ Zone Western Counties: Benton, Clackmes, Clatsop, Columbia, Coos, Curry Douglas, Jackson, Josephine, Klamath, Lane, Lincoln, Linn, Marian Polk, Tillamook, Washington and Yamhill. 3 Seismic Zone 3 Factor, - Z 0.3 Eastern Counties: Counties not listed Above. 2B Seismic Zone 2e Factor 1 0.2 M J m Seisn►ic occupancy Importance Factors (Table 18•K) _ Factor I W1. Essential Facilities: 1.25 J I1. Hazardous facilities 1.25 III. Special Occupancy Strutures: 1.00 IV, Standard Occupancy Structures: 1.00 Y IV. Miscellaneous Structures: 1.00 7 1 i i - i RECEIVED Pro Iect: TEMPLETON ES 2004 REMODEL Date: 4.12.04 MFIA Inc., Consulting Englneers. Portland, OR Sheet: of 3 �O O SEISMIC OVERTURNING CALCULATIONS - Mooed on aelawlc loado applied at a critical 807210 APR 1171 Mark RTU 04 Description: 3 TON RTU b CURB Seismic Horlrontal Force . Fpn (1) • (((Ap•Ca•Ip)11.4Rp)•{t•a•(NsIHr))IWA CITY O F 71G 111i U But not 1e.. than Fpn (z) - 0.7•ca•Ip•11p BUILDING DIVISION But not more than Fpn (J) • 4•Ca•lp•Np Mind Horizontal Force Fw • Ce•cq•gs•Iw•Ul•Un Ap Horizontal Force Factor Cop - Sel.tmic Coef lent' o.ee 1p • Importance .actor L_J Rp - Response factor J Hx • Component Elevation 27.5 Hr • Roof Elevation 2S Hx/Hr - 1.1 Wp Operating Weight' 703 lb. Ce = Oust Factor 1.10 Cq Pressure Coefficient 1.4 qt = wind Stagnation Pressure 26.0 r— rvnrcu U1 Unit Length 9.75 ft =1.M' "two Uh Unit /eight 4 ft Fpn (1) - SIe.D?1 rn Fpn (2) n 363.43 I ryn o 1 Fpn (3) - 201D.0 • • Fpw • G80.941 Fpn 6fa.1rr1 PJA zit• b4 YLUN FP(aar normal force) 000.041 fpr • Vert. Uplift F. 112 CSIpWp 25Y.15 h, " Max. length (between anchors) eD In. b, Max. width (between anchors) 44 in. h = Center of Oray.ty height 18 in. N Number- of anchors points I„ • IN1_•1tl-21'tb21 47e1 (12)•(N-2) I rr ll(1-=Il<4i_1, 1030 4 Tpftxiaite the ralMea: Qel > 0 A 0 Will yield a condition d0 dO Tan 0 (l,.r•b,ll(I„-b') 0.83700 0 = Tan -'((Irr•D,lIl7„•Dtl) 0..0707 Consider load applied in any horizontal direction: Transverse component TC (Fpn)*(cos 0) 827.008 Longitudinal component 1C (Fpn)•(sin 0) 527.41a rho oft Moll/t ibnalon load on aneAor Y: • rt - W-Fpw (Fpn)-(cos B)•(h)•(b,12) (Fpn)-(sin 0)•(h)•(b,12) N I rr 1., Pt - 128.1376 - f0D.117089 68.rD371203 Pt =rTT0j.IJ The net coaorosslon load-kn_11102Ll6 Pc -- W Fpv (Fpn)-(cos 0)-(h)-(b t/2) - (Fpn)-(stn 0)•(h)•(b,12) N Pr, - 264.36?5 OB.7D3712 C_ f08.1037120 Pe 110.775 ' See Chaper 16 of ,to Uniform Bu,lding Code .See Cheper 16 of the Uniform Building Code and page 4 (Continue on next sheet no. 2) 4.12.04 Project: TEMPLETON ES 2004 REMODEL Date: 4-12-04 MFIA Inc., Consulting Engineers. Portland, OR Sheet: _Z of 3 SEISMIC OVERTURNING CALCULATIONS-Based on seismic loads applied at a crltica/angle UNIT: Mark RTU-04-5 Description: 3 TON RTU& CURB Maximum sheer per anchor; P5 - FpnM2�a?352 To combine anchor loads: Based on maximum Pf and maximum Ps. Pt= Tension on location Pt Ps= Shear on location n= No.of anchors per location V bolt Ps T= Tension per anchor V= Shear per anchor T bolt Analysis of bolt: T bolt = Pt/n -109.83331 V bolt s Pain 245.2352 Manufacturer& Type: Sell driling lag screw(7116'x Y) Tension = T allowable _1060 Shear = V allowable F1925 .qombinLW the load for the unity 9PIC ;r 1 > T to(L_ + `V 1?plf 0.02377858 T allowable V allowable Commments: a oc — N !_ ED --- - 0 W 4.12.04 Project: TEMPLETON E5 2004 REMODEL _ 4-12-04 MFIA Inc. , Consulting Engineers. Portland, OR 3 of 3 SEISMIC OVERTURNING CALCULATIONS - Basad on 1997 UBC chs tar 16. Typical Horizontal Force Factors - Cp (Table 10.0, Elements of structures d nonstructural components d Equipmeni Cp Value If Nonstructural Componebts 2. Chimneys, Stacks, Trussed Towers and tanks on leg., a. Suppor,ed on or projecting as an unbraced cantilever abo w the roof more then one half their total height. 2.00 b. All others, including those supported below the roof witl unbraced projection above the roof less than one half it: height, or braced or guyed to the structural frame at or above their centers of mass. 0.75 6. Anchorage for suspended ceilings and light fixture,, 0.75 III.F-quipment 1. Tanks and vessels (including contents), including support systems and Anchorage. 0.75 2. Electrical, mechanic6' and plumbing equipment an( associated conduit, ductwork and piping, and machinery. 0.75 Equipment includes but not limited to boiler, chiller, heat exchanger, pump, air-handling unit,cooling tower, control panel, 2 `or, switch gear, transforme and life-safety equipment. It includes major co.l4jit, ducting and piping servin, such machinery and equipment and fire sprinkler systems. See Section 1630.02 fo additional requirements for determining Cp for nonrigid or flexibly mounted equip (ie. "or nonrigid or flexibly supported equipment shall ... in the absence of an analysis or empirical data, the value of Cp ... be twice the value listed but nee. not exceed 2.0.) Seismic Zone Factors (Oregon Fig. 16-2& Table 16.1, Zone Western Counties: Benton, Clackmas, Clatsop, Columbia, Coos, Curry Douglas, Jackson, Josephine, Klamath, Lane, Lincoln, Linn, Varian Polk, Tillamook, Washington and Yamhill. 3 Seismic Zone 3 Factor - 1 0.3 Eastern Counties: Counties not listed Ahove. 28 Seismic Zone 28 Factor - 1 0.2 Seismic Occupancy Importance Factors (Table 16-K _ Factor 1 I. E.-sential Facilities: 1.25 II. Hazardous facilities 1.25 III. Specia.l Occupancy Strutures: 1.00 IV. Standard Occupancy Structures: 1.00 It'. Miscellaneous Structures: 1.00 I RECEIVED ro)ect. TEMPLETON ES 2001 REMODEL Date: 1-12-01 APR 1 y 2U 04 MFIA Inc., Consulting Engineers. Portland, OR _ Sheet: 1-of 3 SEISNrC OVERTUNN/NO CALCULATIONS • Based on seismic loads • lied at a critical angle mmeeWee CITY U F TIG Aid D Mark RTU-04 J2 Description: 6 TON RTU 6 CURB _ SeIonic Horizontal Force • Fpn (1) _ (((Ap-Ca•Ip)11.INp)•(143•(Hx1Nr)))/p BUILDING DIVISION But not lea.) than Fpn (2) = 0.7'Ca•Ip•Mp but not more than - Fpn (3) - i•Ca•Ip-fp Wind Morliontal Force Fpw w Ce•Cg-gs-Iw•U1•Uh Ap = Horizontal Force Factor Ca Seismic Coe-fflcient v 0.66 Ip Importance factor F_J Rp Response factor 3 Hx Component Elevation 27.5 Nr Roof Elevation 25 Hx1Hr - 1.1 wp - Operating weight' 1305 lb. r "� rr".=•e G • Oust Factor 1.19 Cq - Pressure Coefficient 1.1 qs Wind Stagnation Pressure 25.0 --- Fnicm U1 Unit Length T.5 ft tYm, ro Uh Unit Height 4.3 ft Fpn (1) - ee1.e07 rr. q" Fpn (2) - 602.91 rr= e+e r"��" I• ".ji -�— Fpn (3) - 3115.2 Flow - 1139.12 Fpn trot vin Fp(•ax normal force) • 113/.12 fpv • Vert. Uplift F. - 112 Ce Ipllp b, Mzx. length (between anchors) ee in. by - Max. width (between anchors) SI in. h Center of Gravity height le In. N Number of anchors points L_ J IN1•(N-2), &21 7711 (12)•(N-2) tvv - (N►•Ibvr_1 2910 I To maxim:e the values: gU = 0 a QPy 0 Will yield a condition dB dB ren B (1,,.•b,)I(I.,1bv) 0.61361 B - Tan -'((I,,*b,)/(I„•bv)) 0.5:039 Consider load applied in any horizontal direction: Q. Transverse component - TC - (Fpn)*(cos B) 1220.03 a Longitudinal component LC - (rpn)•(sin B) 732.e12 Ibtt not Y•11ft (tenalon load on anchor ZL • Pt W-Fpv (Fpn)•(cos 0)*(h)'(b v12) - (Fpn)•(sin 0)•(h)•(b,12) NI rr I,. Ft 710.3875 - ?01.173632 � 78.9952117 _ Pt -/2.813 WThe not coaoroulon Joe on-jacw j•- Pc w•Fpv - (Fpn)•(cos 0)1(h)•(b v/2) (Fpnj'(sIc B)•(h)•(b,/2) Pc - 133.9123 70.9952117 _70.9932111 Pe 279.922 ' See Chaper ie of the Uniform Building Code ° See Choner 16 cf the Uniform Building Code end page 1 (Cof,tinue on next sheet no. 2) I.12.01 Project: TEMPLETON ES 2004 REMODEL Date: 4-12-04 MFIA Inc., Consulting Engineers. Portland, OR Sheet: Z of 3 SEISMIC OVERTURNING CALCULATIONS-Based on seismic loads applled at a critical angle UNIT: Mark RTU-04-6 Description: 6 TON RTU& CURB Maximum shear per anchor; Ps - Fpn1N 359.858 To cgmbin anchor loadL- Based on maximum Pt and maximum Ps. Pt- Tension on location Pt Ps= Shear on location n= No.of anchors per location V bol t Ps 7 - Tension per anchor �- -- % - V= Shear per anchor T bol t Analysis of bolt: T bolt = PVn B?.8A33�7 V bolt P" 359.858 Manufacturer& Type: Self driling lag screw(7116"x 3") Tension = T allowable F— �1060 Shear = V allowable =--19-2 5 Combining thenad for the unity check: 1 > 7 boll____ . V Olt T allowable V allowable Commments: a _ a _ m _ Uj _ a 4.12.04 Project: TEMPLETON ES 2004 REMODEL 4-12-04 MFIA Inc. Cutisulting Engineers. Portland, OR 3 of 3 SEISMIC OVEPTURNINO CALCULATIONS - 4ased on 1997 UBC chanter 16. _ Typical Horizontal Force Factors - Cp (Table 16-0 Elements of structures 3 nonstructural com:cnents d E ui men; Cp value I1. Nonstructural Componebts 2. Chimneys, Stacks, Trussed Towers and tanks on leg: a. Supported on or projecting as an unbraced cantilever above the roof more than one half *lreir total height. 2.00 b. All others, including those supported below the roof witl unbraced projection above the roof lass than one half it: height, o- braced or guyed to the structural frame at of above their centers of mass. 0.75 6. Anchorage for suspended ceilings and light fixture: 0.75 III.Equipment' 1. Tanks and vessels (including contents), including support systems and anchorage. 0.75 2. Electrical, mechanical and plumbing equipment an( associated conduit, ductwork and piping, and machinery. 0.75 Equipment includes but not limited to boiler, chiller, heat e),change.-, pump, air-handling unit,cooling tower, control panel, motor, switch gear, transforme. and life-safety equipment. It includes major conduit, ducting and tiping servin such machinery and equipment and fire sprinkler sys.ems. See Secti m 1630.02 fn additional requirements for determining Gp for nonrigid or flexibly mounted equip (ie. For nonrigid or flexibly supported equipment shall ... in the abs,n,:., of an analysis or empirical data, the value of Cp ... be twice the value listed but nee. not exceed 2.0.) Seismic Zone Factors (Oregon Fig. 16.2& Table 164, Zone Western Counties: Benton. Clackmas, Clatsop, Columbia, Coos, Curry Douglas, Jackson, Josephine, Klamath, Lane, Lincoln, Linn, Marian Polr, Tillamook; Washington ane Yamhill. 3 Seismic Zone 3 Factor - 2 0.3 p, Eastern Counties: Countips not listed Ahove. 2B Seismic Zone 28 Factor - 2 0.2 U) Seismic Occupancy Iat ortance Factors Table '16.10 0 _ Factor I J I. Essential Facilities: 1.25 11. Hazardous facilities 1.25 III.Spocial Occupancy Strutures: 1.00 I IV. Standard Occupancy Structures: 00 Iv. Miscellaneous Structures: 1.00 IL W 1-1/2" GAS - 1-1/4" 6A5 C � T 10'-0" MIN I" GAS 3 FOR L. M (TYPIGAI_ T EXHAIJ5T RELIEF HEAD; GONTROL FAN WITH RTU-04- 6 a oc ENLARGED HVAC ROOF PLAN J M2.2 5GALE: 1/8"=1'-O" t0 W J DULL o L ! 0 M WEEK E s°-- TEMPLETON ELEMENTARY SCHOOL orchftects pc ADDITIONS & REM'JDEL 2004 ""° ' m o Joni Tigard -Tualatin School District Ad*m:SW SW SwAn SL 297 ww WASHN!lk wr.0200 roenAwa ON 97204 M3.131AM t:503 226 0920 J'202 212 1197 —40.0.eew OFFICE COPY April 9, 2004 CITY OF TIGARD Keith Johnson DULL OLSON WEEKES ARCHITECTS OREGON 319 SW Washington Street, #200 Portland, OR 97204 RE: MECHANICAL EQUIPMENT V AUTO QUICKLUBE Building Permit: MEC2004-00080 Occupancy Type: E1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 The plan review was performed under the State of Oregon Mechanical Specialty Coda (OMSC) 2002 edition, and the Tualatin Valley Fire&Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The following information is required prior to the approval of the Mechanical Permit. 1. Permanent equipment supported by the structure, 400 lbs and over, shall have their attachments designed in accordance with formulas in section 1632 of the Oregon Structural Specialty Code. Provide calculations and details for the equipment anchorage. 2. Provide cut sheets for the Mechanical equipment that will be installed. 3. Provide structural support attachments to the structure for HVAC ducting. 4. Specifications did not indicate the material to be used for the exterior underground gas piping. Provide piping material and installation requirements including depth of embedment. 5. Guards shall be provided where appliances are located within 10 feet of the roof edge or open side of a walking surface and such edge or open side is la::ated more than 30 a. inches above the floor, roof or grade below. Units 3, 4& 6 appear to be within 10 feet of a roof edge. Relocate units or provide guards complying with Section 304.9 OMSC When submitting revised drawings or additional information, please attach a copy of the menclosed City of Tigard, Letter of Transmittal. ,e letter of transmittal assists the City of Tigard in tracking and processing the documents. ui Respectfully, Brian Blalock, Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223(603)639A171 TM(503)684-2772 - April28, 2004 I CITY OF TIGARD Keith Johnson DULL OLSON WEEKES ARCHITECTS OREGON 319 SW Washington Street, #200 Portland, OR 97204 RE: MECHANICAI. EQUIPMENT Building Permit: MEC2004-00080 Occupancy Type: F,1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 The plat review was performed under the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition; and the Tualatin Valley Fire& Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The following item remains and is required prior to the approval/issuance of tho Mechanical Permit. 4. Specifications did not indicate the material to be used for the exterior underground gas piping. Provide piping material and installation requirements including depth of embedment. PARTIALLY ACCEPTED The depth of embedment is not on sheet M2.1. Please clarify the ASTM number for the gas piping product proposed. Your spec books usually indicates an ASTM number and then I can verify code compliance. Please see section C403.5 GMSC for permitted type of piping and required marking. When submitting revised drawings or additional information., please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in trackin. and processing the documents. a Rcspectfuily, N i Brian Blalock, Senior Plani Examiner W J 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 April 16, 2004 CITY OF TIGARD Keith Johnson OREGON DULL OLSON WEEKES ARCAUITECTS 319 SW Wasnington Street, #200 Ponland, OR 97204 RE: ADDITION TO EXISTING ELEMENTARY SCHOOL Building Permit: LUP2004-00072 Occupancy Type: EI Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8.286 New Sq Ft Stories: 1 The plan review was performed under the State of Oregon Structural Speciaity Code(OSSC) 1998 edition; and the Tualatin Valley Fire& Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The following items still need clarification prior to issuance of the Building Permit. FIRE-& LIFE-SAFETY 1. Clarify the listed assembly for 1 hour rated wall construction. PARTIALLY ACCEPTED I have enclosed an example of a listed asFembly. I apologize if my comment wasn't clear. 2. Clarify corridor wall framing to roof or provide details for rated ceiling construction. ACCEPTED 3. Several double walls will exist. Revise or provide details to indicate Fire Blocking as required by section 708.2 OSSC. a PARTIALLY ACCEPTED R f- As shown in detail 1/A3.20 and RS 1 I there is a double wall situation. Fire blocking is required to close off the air space between the walls in horizontal and vertical cavities at 10 -� foot intervals and at floor, ceiling and roof lines. A fire block would be required in line with m the"(E) GL 5 1/8"x24.... on sheet RS 11. W J 4. Provide"Composite Fiber Reinforcement" product listing. ACCEPTED AS DEFERRED SUBMITTAL Engineer of record shall shop stamp product data prior to submitting it to the City of Tigard for review/approval. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 STRUCTURAL 5. Clarify the depth of embedment for Anchor Bolts indicated on detail 5/S4.I. ACCEPTED 6. Clarify nailing of plywood indicated on detail 5/S5.1 connecting Slulam to 2 x 10. ACCEPTED 7. There are'' cross section notes on sheet S2.1 referencing 3/S5.0&4/S5.0. The reference does not appear to be related to the foundation of the structure? ACCEPTED City of Tigard will trodify note on plans with permission from Architect. 8. Please clarify expansion anchor embedment depth. A few examples are 6,10& 1.5/S5.1. Provide a general minimum depth or identify depths on all details. Does note 9 on Sl.')app!, to expansion anchors? ACCEPTED I apologize for missing that note. Please provide 2 copies of revised plans an addendurns for issuance. 1 set of plana has been submitted to date. When submitting revised drnwings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and pro ng the documents. Respectful , a a� Brian o Senior Plans Examiner M 0 w J May 18, 2004 CITY OF TIGARD OREGO4 Brian Greenwood DULL OLSON WEEKES ARCHITECTS 319 SW Washington Street, fE2c Portland, OR 97204 RE: MECHANICAL ECUIPMENT Building Permit: MEC2004-00080 Occupancy Type: E1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 I'he plan review was performed under the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition; and the Tualatin Valley Fire& Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The submitted plans are approved subject to the following. 1. Ductwork small be supported in accordance with Sheet Metal & Air Conditioning Contractors National Association, Inc. (SMACNA) 2. Each appliance shall be provided with a shutoff valve separate from the appliance. The shu,off valve shall be located in the same room and within six feet of the appliance served. Access shall be. provided to the shutoff valve. C409.5 OMSC 3. Equipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code. 301.7 OMSC 4. Appliances serving different areas of a building other than where they are installed shall be permanently marked in an approved manner that uniquely identifies the appliance and the area it serves. 304.10 GMSC v~i 5. Appliances shall be accessible for inspection, service, repair or replacement without removal of permanent construction. 306.1 OMSC � A 00 6. Appliances installed on roofs or elevated structures exceeding 16 feet in height shall be;provide(I with a permanent means of access grade or floor level. 306.5 OMSC ti 7. Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 GMSC 13125 SW Hail Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 - - 8. Condensate from cooling coils or evaporators shall be collc:ted and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC 9. Smoke detectors shall be installed in return air systems with a,design capacity greater than 2000 cfiTL Upon activation,the sn,,)ke detector shall shirt down the air distribution system. Smoke detectors shall be connected to a fire alarm system and shall activate an audible and visible alarm at a constantly attended location. 606.2, 606.4 &606.4.1 OMSC DEFERRED: Equipment Cut Sheets Approved Plans: 1 set of approved plans, bearing the City 4;f Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to th-Building Division inspectors throughout all phases of construction. 100.4.2 OSSC Premises identification: Approved numbers of addresses shall be provided for all new buildings in such a position as to be.plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additionO information,please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and pro the documents. Respectfu , rias E eni ns Examiner r 7 0 U J ouLL oLsoN W KEa architects ine. QC G D�ASo N May 28, 2004 gU1lD��G Brian Blalock Senior Plans Examiner City of Tigard 13125 SW Hall Boulevard Tigard, OR 97223 Re: SUP2004-00072 Templeton Elementary School Addition a Remodel Plan Review Comments dated April 16, 2004 Brian: Following is our itemized reply as requested. Note that because 6 of our 8 responses to your initial comments (letter dated February 26, 2004)were deemed "accepted", our responses are for only those items not accepted in your April 14, 2004 letter. Supplementary information is enclosed as noted in our reply to the comments. Fire a Life Safety 1. The 1-hour rated exterior wall modified by Addendurr, Drawings RA4.1 and RA4.2 (attached)will be constructed per Gypsum Association (GA) File No. WP 8130. The inclusion of plywood strul;tural panels to the exterior stud face is allowed and does not affect the fire rating; see attachment from GA-600-2003, Item #22. This explanation should complement near earlier response, which was as follows: e � o , The portion of 1-hour rated wall construction will be modirred as shown on Addendum Drawings RA4.1 and RA4.2 enclosed. The change involves a adding one layer of 518-inch Type X exterior gypsum sheathing to the a s outside face of the plywood as shown. We also show the extent of the rated wall on the revised Wall Types Plan for this area of the building. Note that the entire length of this wall does not have to rate due to the change of direction of the assumed property line, but we kept the wall type construction the some for detailing purposes."—excerpt from April 8, 2004 letter from DOWA to Bryan Blalock. ro z r N T t .O 3 0 " \T,1e2kprget1w03021 TerrVMdn ES•'004 1-Piojed FUeMord Proansingtl3 Code PenniMOnlaY 052804 IFS Ran Review R@0y.dec N N en O n ^ AAtNITttTUAt ♦ 1AM16111 4 ►LANAIN4 D U L L o L s o M W ! K K E f architects (nc. GI_Fy pF 11GARn svlwlrvc,elvls�oN 2. Accepted, 4/16/2004. 3. Additional fire blocking has been added to the referenced wall details. Attached is a revised architectural wall section 1/A3.20, to be issued as an ASI to the Contractor, which shows a fire block in line with the existing giv- lam beam per OSSC 708.2. In addition, Specification Section 06112, paragraph 3.04.E states that the Contractor is to"provide fire blocking as required by UBC". 4. Accepted as Deferr,d Submittal, 4/16/2004 Structural 5. Accepted, 4/16/2004. 6. Accepted, 4/16/2004. 7. Accepted, 4/16/2004. 8. Accepted, 4/16/2004. Thanks for your review of this project. If you have any gijestions about our reply or need further information, please give me a call. Sincerely, Dull Olson Weekes Architects Inc. I ry A Brian tArchite Projec a 9 o p ! d + R e 0 d ^ _ a o r, M ry H �N N S N O r r 1Ttle2kv o(eclm030:1 Templeton ES•200411•ProW.FneMcrA Pmrossklg119 rM@,Plmlt% n ck 08M TE9 Plan t> vww Itlply.tlpc a m w ARtR11ttTRRf ♦ IAiRR10Rf ♦ ►LARNIRi rl a I May 1z ri �o�� G1T� 0 F tIGA�O gV1�DD MEMRODEG T _ HZE BLOCKING 51?EQUIRED BY UE IRE BLOCKIN& —-- -- —— _ 5 REQUIRED B DE T.O. G. . - I I EX15T. BEAMS 4 ROOF TO REM III DEMO EXIST. IL _ OVERHANG 4 FIRE BLC1,KINr, FIRE BLOGKIN6— WINDOWS c~/t TO BE SHOWN SIM. ) �AS-REQUIRED BY ® 1/55.1 4 3/55.1 CODE TO FILL WALL CAVITY I ASI CDASIIF III W , WALL SECTION 7 5GALE: 1/2" U U L L 0 1. s o N w E E K F s TEMPLETON ELEMENTARY SCHOOL OmmIcONSTRucT10N n rrh iirrla inc I,Lne 1,M ADDITIONS & REMODEL 2004 M180x L- - Tigard -Tualatin School District :1MSW asi o� �,� 511 SW WASHINGTON ST 1200 1 PORTIANOI Gil 9T201 50.1.431.1000 1 $02 220 8950 f50 273 0112 —/0w0.r00 EXTERIOR WALLS - SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GA FILE Nu.6�` 8126, " RECE V GYPSUM WALLBOARD, FVAM PLASTIC BOARDS } WOOD STUDS, EXTERIOR CLADDING, � MAY 2 2004 EXTERIOR SIDE:Basi layer'/e"proprietary type X gypsum wallboard applied parallel or at right angles to 2 x 4 wood studs 16"o.c.with 6d cament-coated or common nails CITY OF TI;ARID or 1'/a"Type W drywall screws 7"o.c.Second layer maximum 1'/2"proprietary faced UILDING D VISION polylsocyanurato foam plastic sheathing applied parallel to studs with 3"galvanized roofing nails 8"O.C.at perimeter and 12"o.c.at Intermediate studs.Fees layer exterior siding,masonry veneer,stucco,3r exterior insulation and finish system(EIFS). INTERIOR SIDE:'/a"proprietary type X gypsum wallboard applied at right angles to studs with 6d cement-coated or common nails or 1'/a"Type W drywall screws 7"o.c. Thickness: Varies/2 Unfaced 31 "glass fiber. 0 72 pcf,friction fit In stud space.(LOAD-BEARING) Approx.Weight:6 psf PROPRIETARY GYPSUM BOARD Fire Test: UL R2637,94NK19449, The Celotex Corporation /a"Fl-ROK'" 6-28-96,Design L1354 GA FILE NO.WP 8130 GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE, WOOD STUDS EXTERIOR SIDE: One layer '/a" proprietary type X glass mat gypsum substrate (sheathing)applied parallel to 2 x 4 wood studs 16"o.c.with galvanized roofing nails, 1'/4" long, 0.128" shank, "ha" head, 8" o.c. Exterior surface covered with weather exposed cladding or finish system. INTERIOR SIDE:One layer'/a°proprietary type X glass mat gypsum substrate,glass Thickness: 43/; mat water-resistant gypsum backing board,gypsum wallboard,water-resistant gypsum Approx.Weight:71/2 pal harking board, or gypsum veneer base applied parallel or at right angles to studs Fire Test: WHI-495-0702,8-7-85; A with 6d coated nails, 1'/a"long,0.0915"shpnk, ,Y heady, 7"o.c. WHI-495-0703,8-8-85; Joints staggered on opposite sides.(LOAD-BEARING) UL 82717,89NK3419, 6.29-89,Design U337 PROPRIETARY GYPSUM BOARD G-P Gypsum 'A"Dens-Glass®Gold Fireguard(M GA FILE NO.WP 8201 GYPSUM WALLBOARD,WOOD FURRING, FOAM PLASTIC BOARDS, LIGHTWEIGHT CONCRETE BLOCK 10. One layer 2'/""proprietary aluminum full faced,glass reinforced Isocyanurate foam plastic R boards applied vertically with'/4"beads of adhesive, 16"o.c.(4 per board width)over ' I.- nominal 8"x 8"x 16"lightweight 2 cell concrete block(55%solid concrete)with 3/a* N Type N mortar Joints. 1 x 2 vertical wood furring 24" o.c.applied over foam plastic boards with 4" x'/,a" concrete fasteners 24" o.c. One layer'A" proprietary type X gypsum wallboard applied parallel to furring with 6d smooth bnTht nalls, 2" long, Y 0.115"shank,0.265"head,8"o.c.with Joints taped. m W� Wall loaded to 271 psi.(LOAD-BEARING) �! PROPRIETARY GYPSUM BOARD The Celotex Corporation '/a"FI-ROK TM FIRE SIDE Thickness: 11 3/8" Approx.Weight:37 psf Fire Test: OSU FS36,3-19-79 +^' 88 'Contact the manufacturer for more detailed Information on proprietary products. GA-600-97 w • - C�r1412004 10:5 , 20221?93707 GYPSUM F'AGE 02/02 board is applied to the ceiling. 14. Metal studs and runners are 19. Systems tested with metal fur- The additicnal layer of gypsum nominal 25 gage unless other• ring channels attached directly board shall be applied as de- wise specified. to the bottom chards of steel scribed for the face layer of the 15. Greater stud sizes (depths) beams, bar joists, or wood 'ested system except that the shall be permitted to ba ttserl in trusses or framing shall be per- fastener length shall be in- metal- or wood-stud systems. mlfted to be suspended. Gener- creased by no! less than the Metal studs of heavier gage ally, furring channels are at- thickness of the additional layer tacked to 1 112 inch cold rolled of gypsum board. than those tested shall be per- ' mitted. The assigned rating of carrying channels 48 inches ac. 12. In ea-.h system containing batt any load-bearing ;stem shall suspended from joists by 8 or blE nket insulation ;he insula- also apply to the same system gage wire hangers spaced not tion is specified to be either min. when used as a nonload-bear- g/eater than 48 inches o.c. eral or glass fiber and, for fire my system. Indicated stud spac- 19. Floor-ceiling and roof-ceiling resistance, the system shall be built using the type specified. ings are maxiff iums. systems were fire tested at legs 16. Specified floor-ceiling and roof- than 36 inches total depth, How- 13. Although the systems are ceiling framing sizes or truss di- ever, the total depth of the sys- arranged in general groupings mensions are minimums. tems, with either directly at- (i.e. walls and interior partitions, Greater joist or truss sizes tached or suspended ceiling floor-ceilings, roof-ceilings, (depths)shall be permitted to be membranes, shall be permitted etc.), this is not irrtended to limit used in metal- or wood-framed to extend greater than 36 inch- their use only to the specific cat- systems. Indicated joist and es, egory in which they are listed. truss spacings are maximums. 20. Where laminating compound is For example, systems listed as 17. Within design limitations, the ,.pecified, taping, all-purpose, shaft walls shall be permitted to distance between parallel rowss end setting type joint Com- be used as interior pailitions. of studs, such as in a chase pounds shall be permitted. However, systems tested verti- wall, shall be permitted to be in- 21. Additional layers of type X or Cally (walls and partitions) shall creased beyond that tested, regular gypsum board shall be not be permitted to be arbitrarily When stud cavities in walls con- permitted to be added to any used in a horizontal orientation. structed of parallel rows of steel system. studs exceed 91/: inches and 2. When not specified as a compo cross bracing is required the Hent of a firA-resistance rated cross bracing shall wall or partition system, wood wetNr.retistent s�lr.aem layers of type x be fabrlcatedolOn structural panels shall be per- gmum t»ckin gypsum twmrd to sch!eve Steel S e --� mitted to be added to one or board rare or sound r911n1J ` both sides. Such panels shall be permifted to be applieC zither as Title --.� l`�1,�--�'- .� `� P a base layer directly to the fram- \� iro (under the gypsum board), parr-t,«„wedoe—, pF �►�� as a face layer (over the face layer of gypsum board), or be- tween layers of gypsum board IL Rlexlbl!! ~��'� T in mural-layer systems. When � sealant --��,. suc`, panels are applied under � Tub supl:ryn �' the gypsum board or between _ _ layers of gypsum board the _ length of the fasteners specified m suftteieni layers of for the attachment of the gyp- type x water-n io`an! sum board applied over the � gyp-urncic bcxitanrd r �� wood structural panels shall be achieve fire or �� tMind y increased b not less than the retina ;/ thickness of the wood structural Tub panels. Fastener spacing for Mie gypsum board and the number of layers of gypsum board shall be as specified in the system description. Figure 1 Section Through ryplcal Onp-Hour System GA-SM-2003 ��•• 9 RECEIVE[ MAY 2 "e0U4 CITY OF TIGARD BUILDING DIVISION ari 5 1/2" 4" VENEER MASONRY-- SEE 5EGTIOWFLEVATIONS FOR TYPE --- — AIR SPACE -- BUILDIW7 P�APEER� - ]655, E;eBID�, RIOR 'TYPE X' add -AT NvI/2" WOOD--SEE 5TR.UGT. 2 x 6 STUDS O I(," O.G. --- — BATT INSULATION W/ TAG SIDE VAPOR BARRIER TYPICAL GYP5UM BOARD WALL TYPE V 1 1 H F� 56ALE., 1"-1'-0" 4 add a R 4 2282 �. STEVEN C. OLSON y�j ro SIJ PORTUND, OREGON ' OF [DULL oLSoN WEEKES TEMPLETON ELEMENTARY SCHOOL arrhftrrt.rADDITIONS & REMODEL 2004 'qnTigard -Tualatin School District ws.d sc Tom,owonmmM4.2 9W WA9NINOTON 8T 1200 PORTANR 112019010 503.431.100 01 220 4950 Jm9 June 14, 2004 CITY OF TIGARD OREGON Brian Greenwood DULL OLSON WEEKES ARCHITECTS 319 SW Washington Street, #200 Portland, OR 97204 RE: ADDITION TO EXISTING ELEMENTARY SCHOOL. Protect Information Building Permit: BUP2004-0007/2 Occupancy Type: E1 Tenant Name: Templeton Construction Type: VN Address: 9.500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code(OSSC) 1998 edition;and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved sut)ject to the following conditions. 1. Exit doors shall he provideu with panic hardware.1007.2.5 OSSC 2. Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/2 hours of illumination in case of primary power loss. 1003.2.8.5 OSSC 3. The means of egress shall be provided with illumination of not less than I foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1003.2.9.2 OSSC o. 4. Provide one 2-A rated fire extinguisher in the new area. The extinguisher shall be located so that no usable space has a distance greater than 75 feet to the extinguisher. F' Standard 10-1, Chapter 3 TVFR99-01. rn FYI Deterred submittals such as Fire Alarm, Fire Sprinkler, n!si Joist Shop Drawings, etc,will be charged a deferred submittal fee based on the valuation of the portion of W the work being deferred. The minimum fee shall be$200.00. J Special Inspection: Special inspection is required for items listed on sheet SI.The special inspection agency of record shall furnish inspection reports to the Engineer of Record, NISHKIAN DEAN,the General Contractor and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was,io the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC American with Disabilities Act(ADA): It steal!be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: l set of approved plans,bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and proce . g the documents. Respectf, 3riA ?ala , Senior ans Examiner July 20, 2004 CITY OF TIGARD OREGON ' Sound Fire Protection 10756 SE 212 Highway Clackamas, OR 97015 RE: EXTEND EXISTING FIRE SPRINKLER SYSTEM Project Information Building Permit: BUP2004-00318 Occupancy Type: E 1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 Hazard: Light The plan review was performed under the State of Oregon Structural Specialty Code(OS'SC) 1998 edition;and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved subject to the following. FLUSHING The fire service mains shall be completely flushed before connection is made to the sprinkler piping. The flow rate shall not be less than the hydraulically calculated water demand of the system including any hose requirements. Standard 9-1, section 8-2.1 OSSC HYDROSTATIC TESTING All interior piping shall be hydrostatically tested at 200 psi and shall maintain that pressure IL without loss for 2 hours. The test pressure shall be read from a gauge located at the low & elevation point of the system or portion being tested. Standard 9-1, section 8-2.2.1 OSSC. U) GENERAL m 1. A key box shall be installed within 20 feet of the riser mom entrance. The bottom of W the key box shall be not less than 8 feet nor more than 10 feet above the walking -� surface unless approved by the Fire Chief. 902.4.2 TVFR99-01 Contact TVF&R for keybox at 503-612-7010 An existing'keybox is acceptable. 2. A supply of spare sprinklers(never less than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. Standard 9-1, section 2-2.7.1 OSSC 3. A special sprinkler wrench shall be provided and kept in the cabinet along with the spare sprinklers to be used in the removal and installation of sprinklers. Standard 9-1, section 2-2.7.2 OSSC 4. A minimum of 18 inches shall be maintained between top of storage and ceiling sprinkler deflectors. Standard 9-1, section 4-4.1.OSSC 5. Sidewall sprinkler deflectors shall be loc,,►.,' r:1 more than 6 inches or less than 4 inches from walls and ceilings. Standard 9-1, zection 4-4.2.3.3 OSSC 6. Ciearances shall be provided around all piping extending through walls, floors, platforms and foundations. Minimum clearance for pipe sizes 1 inch through 3 Y., inches shall be not less than 1 inch. Minimum clearance for pipes 4 inches and larger shall be 2 inches. Standard 9-1, section 4-5.4.3.4 7. Monitoring, Section 904.3.1 OSSC. All valves controlling the water supply shall be electrically monitored. 8. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. An approved audible sprinkler flow alarm to alert the occupants shall be provided in the interior of the building in a normally occupied location. 904.3.2 OSSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. a oc rn Respectfu m c� W Rrian alock, a � ,,Aior Plans Examiner September 13, 2004 CITY OF TIGARD OREGON Atlas Electrical Contractors 4403 SE Roethe Road Milwaukie, OR 97267 RE: SMOKE DETECTION/FIRE ALARM SYSTEM Building Permit: BUP2004-00405 Occupancy Type: E 1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street New Occupant Load: 298 Area: 8,286 New Sq Ft Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; and, the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR.99-01) 1999 edition. The submitted plans are approved subject to the following. General requirements 1. A key box shall be installed within 20 feet of the main entrance. The bottom of the key box shall be not less than 8 feet nor more than 10 feet above the walking surface unless approved by the Fire Chief. 902.4.2 TVFR99-01 An existing key box at the main bailding entrance is acceptable. 2. Upon completion of the installation, a satisfactory test of the entire, system shall be made in the presence of the Fire Chief. All functions of the system or alteration shall be tested. 1007.3.4.1 TVFR99-01 3. The permittee shall provide written certification to the Fire Chief that the system has been installed in accordance with the approved plans and specifications. A copy of the completed form shall be maintained on the premises and made available to the a. Fire Chief. 1007.3.4.2 TVFR99-01. oc f- }N 4. Connections to the ligh, and power service shall be on a dedicated branch circuit. The C circuit and connections shall be mechanically protected. The circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly and 'm permanently marked FIRE ALARM CIRCUIT CONTROL. Standard 10-2, Section 1-5.2.8.2,TVFR99-01 Manual Fire Alarm activation devices shall be mounted in the following reach ranges: • Forward Reach - 15 inches to 48 inches above the floor. 1109.2.3.5 OSSC • Side Reach—9 inches to 54 inches above the floor. 1109.2.3.6 OSSC 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 Visuals(Section 1109.14 OSSA I. Visual signal appliances shall be provided in the building in each of the following areas: • Restrooms and any other general r,se urea(e.g., meeting rooms) • Hallways • Lobbies • Common use areas. 2. Visual alarms shall be located not less than 80 inches and not more than.96 inches atx,ve the floor level. When a low ceiling exists, the visual alarm shall be mounted at least 6 inches below the ceiling. 3. No place in a common corridors or hallways shall be more than 50 feet from a visual signal. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 10662 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully 00-00 rian oek, Sen* lana Examiner • • •• •• • • • • • e • • • • • • • • • • FIRE CONTROL , INSTRUMENTS . . . . �. �Z SWidn�/nteiG�•nt iveewor*. • • • • ■ rarra �� raaara•ara_wvwaar www.firecontmlinstruments.com ••• •"• • .• •. • • • • • • • • • • • ••• • • • s • •• REMOTE ANNUNCIATOR + /r --' — --------- Listed Cumpaiikle i I CONTROL 7 3 2 PANEL 1 iy ----------------------------- I i I 1 I I l i \ 1 I i 1 OPTIONAL RETURN LOOP SPECIFICATIONS Shi=2.1"(5.1 cm)high x 4.1"(10.4 cm)diameter Installed In B50 base,6.1"(15.5 cm)diameter installed InADB-FL base. Shippbsf waif 5.2 oz. (147 g). Oparadrgtoviiperature:ASD4PL2-0"C to 49°C(32nF to 120'F);ASD-M2-0nC to 38°C(32"F to 100"F). L ow-temperature signal forASD-PTL2 at 45°F/7.22°C(+/—10°F/5.54"C). ULALhted velocity ranges 0—4000 ft./min.(1219.2 m/min.),suitable for installation in ducts. Relative humidity: 10%—93%, noncondensing. Thermal nitkWfixed-temperature setpoint 135"F(57°C). ELECTRICAL.SPECIFICATIONS Vbltap range: 15-32 volts DC,• :ak. Standbycurrent(max.avg.):250 pA tat 24VDC(without communication);360 pA(Q 24VDC(one communication every 5 second:.with LED enabled). 9L LED euri rett(max.)s 6.5 mA(.24VDC ("ON"). R laaa BASESAVAILABLE ADB*L--6.1"(15.5 cm)diameter. 8501:4.1"(10.4 cm)diameter. m B50 I BH or Will Off:Sounder base assembly(0501 BHT produces aTemporal Pattern).Includes 8501 base. f j 8224RB Relay Saw.Screw terminals:up to 14AWG (2.0 mm1).Relay too. Foi;n-C.RcMnj: 2.OA Q 30VDC resistive; W 0.3A C I IOVDC Inductive;1.0A C 30VDC Inductive.Dimensions:6.2"(15.746 cm)x 1.2"(3.048 cm). 852481 laolatarBase Dimensions:6.2"(15.748 cm)x 1.2"(3.048 cm).Maximum:25 de-Ices between isolator bases. SpocAcatlom am prwAdad b•rnbrmadon ono,aM an not brto iW to bo utad br MaMtbn purpotn and rra bo$w"A m be xcrrcw!a H owawr,ro reaponlbNlq U a:mm.d a Rn Coned Inttrum.n.a br tbab wo.fpacendent wbiart to<1un f Mthmrt notka a IMAM Rlibu Re—d FIRE CONTROL INST%1MENTS 16 Southvwst Fhrk,Westwood,MA 02090 USA -Tol:7S1.471-3000 - Fkx:781-471-3099 - rww.Rrocontralinstrumenti.com A HoneyweN Compsny 1a�Q6f1rVG lAla r tat • •••• V. •• •• • • • •• • • ••• e• • • • • • • • • • • • • • • • •• FIRE CONTROL : 0 INSTRUMENTS FAbftfift D u lBb y 21 tv2#vn t N s trr o ilte •ee ••• • • •• •• • e ••• •e• ••0 • • ADP SERIES LOW-FLOW SPECIFICATIONS Operating Temperature Range 32°to 131°F(0e to 55"C) Operating Humidity Range 10%to 93%relative Humidity(non-condensing) Storage Temperature Range -22°to+158°F(-30°to+70"C) Duct Air velocity 100-4000 ft./min. (0.5-20.32 m/s) Shipping.Weight ADP: �.1.fir ti(:' 3.35lbs.(1.5 kg) ADP-R: 3.90lbs.(1.8 kg) Length 14-3/4"(37 cm) Width 5-1/2"(14 cm) Depth 2-3/4"(7 cm) ADP SPECIFICATIONS Voltage Ranqe 15 to 32 VDC Standby Current 300pA @ 24 VDC(one communication ever,5 seconds with LED flash enabled) Accessory Current Loads Device Standby Alarm RA40OZ 0 mA 10 mA Max. RTS451/RTS451KEY 0 mA 7.5 mA Max. ADP-R SPECIFICATIONS Current Requirements(using no accessories) ?oU:er supply voltage: 20-30 VDC 24 VAC,50 t- 120VAC,50-6OHz 220/240 VAC,50-60Hz Max.standby current: 26 n1A 65 mA RMS 44 mA RMS 25 mA RMS Max.alarm current: 87 mA 182 mA RMS 52 mA RMS 30 mA RMS Alarm response tim:e 3 to 10 sec. 3 to 10 se 3 to 10 sec. 3 to 10 sec. Power up time: 2 sec. 2 sec. 2 sec. 2 sec. Contact Ratings Alarm auxiliary contacts"(DPDT) 10A@30 VDC 10 A @ 277 VAC(0.75 power factor) IL 240 VA @ 249 VAC(0.4 power factor) 2 1/8 HP @ 120 VAC F— 1/4 HP@240 VAC Supervisory contact(SPST) 2.0 A @ 30 VDC(resistive) ..1 "Minimum switching current for auxiliary contact must be 100 mA DC minimum @ 5 VDC. C7 Accessary Current Loads at 24 VDC Device Standby Alarm PA400 0 mA 15 mA Max. RA40OZ 0 mA 12 mA Max. RTS451/RTS451KEY 0 mA 10 mA Max. 5pedits6"erewmkW fah,kv *No o*.n4enn00*wYJ9dbb6uwdkr0 11' Pinww•ndembsk bbe•owmw However,no maponslbely is assumed by Flo Contrd Insfnxnanfa for IMk LAO.9padllul10ns Kk0db dry*reMON notle•. 0200.1 N R"Awnv*d FIRE CONTROL INSTRUMENTS 16 Southwest Park,Westwood,HA 02090 USA•Tel:781471-3000 • Fax:781471-3099 •www flremntrolinstruments.com A Honeywell Company 9020-MINer.1.0 I4dD 11IL tt C4 • •• •a •• • • • • •• MEA P R�tl S�t'STEibIS Heipir)g:R p T e;Arjions" . . .. ... . . . :-jq4Ijj AS S E C/ 1 F-I E '�' SINGLE VWXTI-CANDELA AUDIBLE STROBE APPLIANCES A Family of Multi-Candela Appliances"' SERIES AH AUDIBLES Description Wheelock's patented 2-wire Series AS Audible Strobe Appliances and Series AH Audibles offer more features with low current draw. Strobe options for wall mount models include 15/75cd or Wheelock's patented Multi-Candela strobe with field selectable candela settings of: 15, 30, 75 or 110cd. „ SERIES AS SERIES AH Ceiling mount models are available in 15,30,75 or 1 00c inten,ities. The audible provides a selectable choice of either a I ..�• continuous horn or temporal pattern (Code 3) when constant voltage from a Fire Alarm Panel (FRCP) is applied. Each tone has 3 dBA settings to choose from. Additionally, the audible may be silenced while �- maintaining strobe activation. Multi-Candela Indicator (bottorrl of lens) All models may be synchronized when used in Features conjunction with the Wheelock SM, DSM Sync Modules or the PS-12/24-8 Power Supply with Wheelock's Approvals include: UL Standard 1971, UL Standard 464, California State Fire Marshal(CSFM),New York City(MEA), Patented Sync Protocol. and Factory Mutual(FM) Pending: Chic Ggo(BFP) • ADA/NFPA/UFC/ANSI Compliant. Synchronization of the continuous horn tone provides the Wall mount models are available with Field Selectable temporal(Code 3)tone as mandated by NFPA-72 for all Candela Settings of 15, 30, 75 or 1 10c(Multi-Candela audible appliances. This ensures a distinct models) or 15175cd. 4 temporal(Code 3)pattern when 2 or more audibles are Weatherproof wall mount UI_Listed for outdoor use(ASWP) p( within hearing distance. If not synchronized, Ceiling mount models are a-ailable in 15, 30,75 or 100cd. I the temporal sound may overlap and not be distinctive. Selectable Continuous Ham or Temporal (Code 3). I%J At the same time, the strobes will also be synchronized. 3 Selectable dBA settings(99, 95 and 90 dBA)in bothtones. (" This provides the ability to comply with ADA Patented 2-Wire Audible Strobe Appliance. recommendations concerning photosensitive epilepsy and Patented Universal Mounting Plate. NFPA and UFC =iandards when installingtwo or more Strobes produce 1 flash per second over the regulated LAJ visual appliances within the field of view. voltage range. J 12 and 24 VDC models with wide UI_ "Regulated All of this, plus the ability to silence the audible is Voltage'using Altered DC or unfiltered VRMS input voltage. achieved by using only 2 WIRES. Wall Mount or Ceiling Mount models. Synchronize with Wheelock SM, DSM or PS-12/24-8 Power Supply with Wheelock's built-in sync protocol. • Compatible with all Wheelock 2-Wire products. • Fast Installation with IN/OUT screw terminals using For Weatherproof Series AS, See Datasheet S9004 #12 to#18 AWG wires. Copyright 2003 Wheelock Irc. All rights reserved. ••• •••• •se• •••• • • •• • • • •• e• • • •• •• • • • • • • i•ei r i i•e i i i i Architects and Engineers Specifications • • • • • .. The notification appliances shall be Wheelock Series AS Audible Strobe appliances and Series AH Addible appliances or approved equals. The Series AS Audible Strobe shall meet and be listed for UL �Iandwd 1971•(Ent%r envy Yevices for the Hearing-Impaired) for Indoor Fire Protection Service. The Series All Audible shjll le VLO iitedetini t%ndlr�4a4 (Fire Prolective Signaling). 'rhe audible/strobe shall be listed for indoor use and botMsfpfl rAlet the requiratmente • Part 15 Class B. All inputs shall be compatible with standard reverse polarity supervisionsof nimuit wiring by4a Fire Wri-in Cigntrol Panel(FACE) The audible portion of (he appliance shall have a minimum of Ioree (3) field selewa bleowgingill;for 4BA•IBvel%land shall have a choice of contirim lis or temporal (Code 3) audib!e outputs. : : • i : : : s The strobe portion of ihc: appliance shall produce a flesh rate of one(1) flash per tecopfjove(/hf�gllalrk- ltage Range and shall incorporate a Xenon flashcube enclosed in a rugged Lexan@ lens. The SerieG AS shall a of low current de-ign. Where wall mount, Multi-Candela appliances are specified, Ilia strobe inlensity shall have a minimum of four (4) field select- able settings and shall be rated per UL Standard 1971 for: 15, 30, 75 or 110 candela. The selector switch for selecting the candela shall be tamper resistant and not accessible from ilia front of the appliance. The 15/75 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on-axis is required (e.g.ADA compliance). ror ceiling mount applications, the strobe intensity shall be 15, 30. 75 or 100 candela. When synchronization is required, the appliance shall be compatible with Wheelock's SM, DSM Sync Modules or Wheelock's PS-12/24-8 Power Supply with built-in Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync module or Power Supply fails to operate, (I a., contacts remain closed), the ^trobe shall revert to a non-synchronized flash-rale. The appliance shall also be designed so that the audible signal may be silenced while main- taining strobe activation. The Series AS Audible Strobe and Series AH Audible shall incorporate a Patented Universal Mounting Plate that shall allow mounting to a single-gang, double gang, 4-inch square, 100mm European type backboxes, of ilia SHBG Surface Backbox. If required. an NATP (Notification Appliance Trimplate) shall be provided. All notification appliances shall be backward compatible. Specifications and Ordering Information Order Sync w/SM,DSM or: 24 12 wall Model Stroke Candela Non-Sync Ceiling Mount Mounting options' Coda Ps•12n4-a VOC VOC, Mount AS-24MCW-FR 9024 15130!151110 X I X X X A,B.D,E.F,QHJ.N,OA.X AS-24MCW-FW 8025 11111W51110�—~X I X X X A.O.D.E.FAK.I.N,O,RJ( AS-241575W-FR _ 7405 1 15(15 on Axis) X X X X A.B.MEF,QW.141 AS-121575W-FR 7410 15(75 on Axis) X X r X X i A,B,D,E,F,QH,J,N,('RJ( AS-24750-FW + 7411_ 15_ .� � X I _ X _ X � X A,B,D.E,F,(9,H•.1N,O,R� AS-2430C-FW 7412 30 X _ X X X A,B,D,E.F,(lKJ.N,n,R,X — _—_ ----- --. — s AS-24 76C FW 7413 75 I X X X X i A,e,D,E.F,QH,J.N.O,RX AS-2410OC-FW 1 7411 100 X X X X i A.B,D,E,P,QH 1,N,O.R,X ASyyP-2475w-FR" 80,2 r 76 0.3,'f X X x X 1(a••Date shat S9004) AH-24-R 7802 X X X X .4 —_ A,B.D.EAQH.IN,O,R.X AK12-R ~7881 — X X X X X A,B,D,E.F,QHJ.N,QRX AH•24WP-R 7415 _ X_ X X X X ' K ` a Y AH•12WP•R" 7415 l X X X X X K� 'Refer to Date Sheet 57000 for Mounting Options. —For Weatherproof Series AS/AH specifications see data sheet 59004 Note Models are available in either Red or While Contact Customer Service for Order Code and Delivery NOTE: Due to continuous development of our products, specifications and offerings are subject to change without notice In accordance with Wheelock Inc. standard terms and conditions. WE SUPPORT ANP ENCOURAGE NICET CERTIFICATION _ 3 YEAR WARRANTY _ NATIONAL SALES OFFICE Made in USA Dislrib'tted By - 1-800-631-214t3 Canada 800 :397 5777 E-mail: Infowwheelockinc:.com � htip://www,wtieplockinc.com WHEELOCK,INC.•273 BRANCHPORT AVE•LONG BRANCH,N.J. 07740•732-222-8880 •FAX: 732-222-2588 38100 REV, 1/03 Jil IN LL FIRS ALARM SYS T MS :7 -=Idng FwF;ip. Ctia, M S6RIBS RE3•x RS�i SINGLE & IIO'IULTI-OANDEUXSTROBES & STROBE PLATES / Family of Multi Candela AppliancesE F I RE ''" -- DESCRIPTION Wheelock's patented Series RSS Strobe Appliances and Series RSSP Strobe Plates have lower current draw and Zero Inrush while maintaining outstanding performance, reliability and cos:effectiveness. These versatile RSS Round appliances will satisfy virtually all requirements for in- Series RSS Series RSSP door, wall or coiling mount application. . Strobe options for wall mount models include 15/75, 150, 4. 177 and 185cd or Wheelock's Patented Multi-Candela strobe with field selectable candela settings of: 15, 30, 75,or 110cd. Ceiling Mount models are available in 15, 30, 75, 100, 150,and 177cd intensities. Multi-Candela Indicator All models may be synchronized when used in Features conjunc!ion with the Wheelock SM, DSM Sync Modules Approvals include: UL Standard 1971,New York City or the PS-12/24-8 Power Supply with Wheelock's (MEA),California State Fire Marshal(CSFM),and Patented Sync Protocol. Synchronized strobes can Factory Mutual(FM), Chicago(BFP) eliminate possible restrictions on the number of strobes Round Ceiling Strobe approvalF;include: UL Standard in the field of view. Wheelock's synchronized strobes 1971. Pending: FM, MEA, CSFM and BFP off-r an easy way to comply with ADA recommendations High Candela Approvals: UL Standard 1971, MEA, covr•?rning photosensitive epilepsy as well as meeting and CSFM. Pending: FM and BFP. Pending: 150cd the requirements of NFPA 72. & 177cd wall mount CSFM, MEA, FM and BFP. • ADA/NFPA/UFC/ANSI compliant. Meets OSHA 29 Wheelock's Series RSS Strobes employ a Patented Part 1910.1ti5 Integ,al Strobe Mounting Plate that can be mounted to a Wall mount Multi-Candela models are available single gang,double gang,4"square, 1 00m European with Field Selectable Candela Settings of 15,30, backboxes or the SHBB surface backbox. If the flush 75 or 110 cd or Single Candela models in 15175, backbox has side or top space between it and the 150, 177 ov 185 cd finished wall,the NATP(Notification Appliance Trimplate) Ceiling mount models are available in 15, 30,75 may be used It provides an additional.65"of t,im for the 100, 150 and 177 cd(Round or Square) Appliance. An attractive cover plate is provide a Strobes produce 1 flash per second over the regu- clean, finished appearance on all models. lated voltage range • 12 and 24 VDC models with wide UL"Regulated The Series RbSP Multi-Candela Strobe Plates are a cost Voltage"using filtered (DC)or,inflitered VRMS input effective way to retrofit required strobe appliances to voltage bells, horns, chimes, multitones or speakers and easily Synchronize with Wheelock SM, DSM or PS-12/24-8 mounts to standard 4"backboxes or for surface mount Power Supply with Wheeluck's built-in sync protocol use with Wheelock's SBL2 surface backbox. Fast installation with IN/OUT screw terminals using For Wev rerproof Series RSS See #12 to 918 AWG wire Da'Qlsheet S9004 copyright 2003 Wheelock, Inc. 44 rights reserved. ••• • • •• • • • • NOTE: All CAUTIONS and WARNINGS are identified by the symbol A All warnings ate QrAed ir'tbnld capital lettste. as A WARNING. PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING SPECIFYING OR APPLYING rHI3 PRODUCT, FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIO a,CTIONS 01 WA# GS COV,-D RESULT IN IMPROPER APPLICATION,INSTALLATION ANDIOR OPERATION OF 1HESE PRODUCTS IN AN EMEROEtNA (WI [Y efT11ATI0N,WHICH SO1JL04R1.'NUW IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. s • • • • • • • s • • • General Notes • • •• • • • s ••• gas• Strobes are designed to flash at 1 flesh per second minimum over the Regulated Voltage Range Note that NFPA-72 specifies a flesh rale of 1 to 2 flashes per second and ADA Guidelines specify a flesh rale of 1 to 3 flashes per second. All candalR ratings represent minimum effective Strobe intensity based on Ul.Standard 197tH♦• ••• • • •• •• Sel ies RSS 8 RSSP Strobe products are listed under UL Standard 1971 for indoor use with 2:1emperaluie ranee N 3�'t Iv 13(l'F(0'G to 49'C)and maximum humidity of 93%(3 2%). • • ••• �e• •• • • "Regulated Voltage Range"is the newest terminologyused b UL to identify the volh • • • • • • • • • • Y Y 1�relW. PritJr 1011111's E11dfig1,•l1L used the terminology"Listed Voltage Range", Table 1: Specifl•:atlons 8 Ordering Information-Multi-Candela and Single Candsls Models-WALL MOUNT Order Input. Regulated Average Current' 24 VDC Model V0111890 Vbllag•Range Strobe 'Average Current per actual Coder, VDC VDCIFWR Condole(LD) 115.d30ed 75cd 110Gd Wheelock Production Testing at Listed VDC.For Rated Average RSS-24MCW-FR :,.i 9400 24 160_33.0 15130/75/110 050 081 133 .161 and Peak current across UL. RSS-24MCW-FW 9401 24 16.0-330 15/30x5/110 050 081 133 161 regulated voltage range for both Filtered DC and unfiltered VRMS, RSS-241575W-FR 7471 24 16.0-33.0 15(75 on Axis) 065 see Installation instructions. RSS-121575W-FR 7476 12 8 0- 17.5 15(76 on Axis) -� 170 RSSP-24MCW-FR 9402 24 160-330 15/30175/110 050 081 133 161 RSSP-241575W-FR 7793 24 160-330 i5(75 on Axis) 065 RSSP 121575W-FR 7798 12 8 0-175' 15(75 on Axis) 110 RSSP-2415OW-FR ^9478 24 160-330 150 293 RSSP-24177W-FR 9480 24 160-33.0 177 .330 RSSP-24185W-FR 9472 24 18,0 330 185 333 RSS-24150W-FR 9477 24 16.0 33.0 150 293 RSS-24177W-FR 9,179 24 16.0-330 177 333 RSS-24I65W-FR 82:3 �4 160-330 185 333 Table 2: Spscl9cstions b Ordering Information-Single Condole Coiling Mount W41 Strobe Avenge Mor1.1 ••+ •e! Candsls CumnlRSS-2415C-FW -e3.0 15 072 RSS-2415CR-FW' -330 15 072 RSS-243OC-FW 7483 24 160-330 30 102 'Note: New Round White Ceiling Models RSS-2430CR-FW' 3064 24 160-330 30 102 RSS-2475C-FW 7484 24 160-130 r, 205 RSS-2475CR-FW 1068 24 160-33.0 75 205 RSS-2410130-FW 7485 24 160-33.0 100 239 RSS-24100CR-FW' 3069 24 160-33,0 100 238 la RSS-2415OC-FW 9222 24 160-330 150 293 RSS-24150CR-FW' 3069 24 16.0-33.0 150 293 yN RSS-24177C-FW 9230 24 160-330 177 333 L RSS-24177CR-FW 3070 24 160-330 177 333 GJ SYNC MODULES/POWER SUPPLY m Table 3: Audibles/Speakers for RSSP Strobe Plate -- Mr�-rave �W Product Sirles Order Input Current Mountie Model Number Code voltage g Multilane Appliances AMT,MT (VDC) (2M4PVOC® Options" Homs All,NH SM-12/24-R 9369 24 .028 W Motor Bells _ M8-G6/Colo DSM-12/24-R' 837424 .035 W PS-12124-8-� 9114 120 VAC Speakers E T 1010/1080,E70,ET70 III SM Sync Module Is reled for 3.0 amperes @ 24 VDC. Chimes CH70 #0 DSAA Sync Module is rated for 3 0 ampere$per circuit- The — rnaximurn number of interconnected DSM Modules Is twenty (20), Refer to Date Street 53000 or Installation Instructions(P83123) for EM and P83177 for DSM). WO Refer to Data Sheet S9001 of Installation Instnxt" P03862 for PS-12/24-8 Power Supply. Yuasa .•. :•. :•. :•• .• : : .• :•. • • •• •. Valve Regulated Lead49 :Arc ltd r • r •r• r • • • • • •• • • • • • • • • • • • • • • • • Leak-free Rechargeable Bitfenles •'• ' • •••• ••• ••• •9• •••• •• • • • YU"A .a Those Yuass batteries feature a long Us with low msintsnancs and, because of their con0mctlon, require no topping up. In addition,the lead cAlcium grids provide an Important extra margin of performance. The batteries will operate In any arlantatlori without danger of leakage, except prolonged Inverted use. Tho,_tlomM— Wifl_.COU00 !Lead Calcium Grids Provide an extra margin i IL of performance O� r— U) + Sealed- construction will not look or spill m 0 Suspended electroiirle wno free olactrotyhr, --r OK for air transport •Long cycle or Float service Ills Gas Recombination Technology will not release gas under normal e i•i i`i'tl•'Ti'" • •• Yuasa Battery (America), 111p: 1e: ' Maintenance-free Rechargeable Elatferi i NP7.12 12% 7.OAh is e • e • • e • • SPECIFICATIONS •DIMENSIONS a•• •is e a •e •e 1. Nominal voltage12 V --+- 0 is • ••• • • • • • •• 2. Nominal capacity • j 20 hr. rota of 380 ma to 10.50 V 7.0 A.H. 10 hr. rata of 660 ma to 10.50 V 5.6 A.H. fi 5 hr. rete of 1190 me to 10.20 V 5.95 A.H. 1 hr. rat.of•200 mn to 9.60 V 4.2 A.H. ulsl n:� ifnsea� is»:nen 3. Weight (epprox) 6.17 pounds (2900 gs.) - 4. Energy density (20 hr.ratel 1.49 WH/cubic inch (91 WH/6trel R 5. Specific energy (20 hr,rate) 13.6 WH/pound _ (30 WH/kg) 6. Internal resistance of charged 30 ntNllohms(approx.) battery DIMENSIONS:MM(INCHES) 7. Maximum dlschars-current 40 amperes with standard terminals • TERMINAL 9. Maximum short-durption 210 amperes r disoltsrgs current 185: 0a INCH m MM 9. Operating temperature range t 020 .250 6.35 Char" 5"F to 122°F 4.70 I-15°C to 50°C) • .124 3.19 .098 2.49 Discharge -4°F to 140°F •060 1.52_ (--20°C to 6o°C) .031 0.79 .020 0.51 10. Charge retention Ishelf life) 004 0.10 IL at W F (20"CI �k (� i month 97% 031 a ON ~ 3 months 91% fn 6 months 85% DIM6NBIONS:MCHES 11. Life expectancy Standby use 3 to 5 years W Cycle use J 100%depth of discharge 280 pt cycles IaPpfOX.) 50%depth of disch"a 550 cycles(approx.) 30%depth of discharge 1200 eyelet(approx.) �. 12. Sealed construction Can he operated,charged or stored in any position without leakage- ' 13. Standard terminal Foston tab 197 14. Housing material AM resin �� RECOGNIZED BY UL, File No. MH 12970 OFFICE COPY August 6, 2004 CITY OF T1 - D Jerry McCormick OREGON Commercial Refrigeration 5920 NE Glisan Portland,OR 97213 RE: REFRIGERATION FOR WALK-IN COOLER& FREEZER Mechanical Permit: MEC2004-00482 Occupancy Type: E1 Tenant Name: Templeton Construction Type: VN Address: 9500 SW Murdock Street Occupant Load: NA Area: Kitchen Stories: 1 The plan review was performed under the State of Oregon Mechanical Specialty Code (OMSC)2002 edition; and the Tualatin Valley Fire&Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The submitted plans are approved subject to the following. • Equipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code. 301.7 OMSC • Appliances shall be accessible for inspection, service,repair or replacement without removal of permanent construction. 306.1 OMSC • Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 OMSC • Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC • Guards shall be provided where appliances are located within 10 feet of the roof edge IL or open side of a walking surface and such edge or open side is located more than 30 inches above the floor,roof or grade below. The guard shall be 42 inches above the elevated surface with an intermediate rail so as not to allow the passage of a sphere, 21 inches in diameter. 304.9 in t7 Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp, shall _J be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF 'TIGARD ELECTRICAL - RESTRICTED ENER ENERGY DEVELOPMENT SERVICES PERMIT M ELR2004-00303 13125 SW Hall Blvd.,Tigard. OR 97223 15031639-4171 DATE ISSUED: 9/29/2004 SITE ADDRESS:09500 SW MURDOCK ST PARCEL: 2S111AC-02901 SUBDIVISION: ZONING: R-0.5 BLOCK: LOT: JURISDICTION: TIG Prosect Description: Installation of HVAC controls. A.RESIDENTIAL B.COMMERCIAL AUDIO R STEREO: AUDIO 8 STEREO: INTERCOM& PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: X PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#QF SYSTEM& 1 Owner: Contractor: TIGARD TUALATIN SCHOOL DISTRICT CHERRY CITY ELECTRIC 6960 SW SANDBURG ST 8100 NE ST JOHNS ROAD D-104 TIGARD, OR 97223 VANCOUVER, WA 98E65 Phone: Phone: 360-571 -4411 Reg#: EIR-5713 GOOC LIC 91668 SUP 3486S _ FEES Required Inspections Description Date Amount Low Voltage Inspection (FLPRMT] VI.R Permit 9/29/2004 $75.00 Elect'I Final ITAXI 9%State Surcharl 9/29/2004 $6.00 Total S81.00� This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 IL through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246-6699. IK co Issued by �� _ Permittee Signature`�,�� _ OWNER INSTALLATION ONLY I>0 The installation is being made on p-operty I own which Is not intended for sale, leas J,or rent. W OWNER'S SIGNATURE: Di,rE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N DATE: LICENSE NO: Cali 639-4175 by 7:00 P.M.for an inspection needed the next business day C19,29%2004 10:32 CHERRY CITY VANCOUVER + 915035981960 NO,2H9 FM1 Khxtrirat Permit AyOW-Er 0 V E D city of Tigard, n ''d 1= Permit No,, ' � Q�e�0.3G.3 13125 5W Hill Blvd.,Tigard,OR 97223 SEP 2 9 1004 Plan(tevlaw 0ampenti Phone 503 639.4171 Pax: 303.598.1960 Inspection Line, 503,619.4175 CITY OF TIGA Data Rudy/By. 0 see Pap 2 for Internet wWWcl.tigard.or•W tbWisdiMe�had:R1 fit MIKIrz NVIIAIMI eroantallnMrmatlea f lip -1'•:i D New eonsnCtlon Addition/alteratlomheplaatnent OIL=tao c Ul taut"Ply: = []Demolition []other: f]serviee over 275 artpa,cornrn'1 QNazardous location ❑Service ova 370 amps-,rating Dlluildng over 10.000 sq.ft.. of 1-and 2-farraly dwallinpe 4 or more new residential ❑ I-and 1-family dwelling ;'Cortanercial/incluittriel ❑Accessory building L]System over 600 volts nominal unite in one srn,cture Cl Multi-fllatil ❑Milder builder ❑$utldtng over three stones ❑Feeders,400 amps or more ower. ❑Occupant load over 99 persons ❑Manufacnrred structures or /� y�y Q4ressAiithdns Plan RV pack Job no.A(�� Job sib addreaa: Q Si�1 Mui' !Y [�j SutrndtrlHaalm�an Aeility DOther: ..�-� w�S sets of pians wirh any of the above. t`sty/State/Z1P: 1 1 a, The above we not applicable to rnetrtptrr.ty construction service. SuitrJbldg apt no.: Projectnaru:�=m(ildpy) fiejY11< n,wrgd.e _ Qq. .• F'` ►K Trnt Gross strcet/dircetion8 to fob site: Naw residential elegle-or mnitl-fardly dwelling Wilt. - - — - - -- [petudes attached garage. _ 1,000 03.ft of less _ 145.15 Subdivision: Lot no: Ea add'!SW Sq.ft.or por6on 33.40 1 — - - IJolidted energy,residential 75.00 2 Tltx map/parcel no.: Llrnited wergy.non-resident. 75.00 2 Fich mutuflncnned of modular drvellitl service wWor feeder 9(1.90 2 Services or feeders installation,alterat o anNor raleation j 200 Stripe ar less 80.30 2 201 Strips to 400 Wipe 106.85 2 401 amQe to 600 atrtpe 160.60 2 Name: 601 urlps to 1,000 anVb 140.60 7 Address: - - - �- Over 1,000 an>Ds ar Vohs 454.65 2 --� -- -- - Reconnect only 66.85 1 2 City/StareJ7IP: Temporary eervlcas or feeders loatallatlon,altaretlon and/or Phone:( ) Fax:( Y ) 200 e or less 66.85 1 Ownler LaFtallations I1tfe installation is being made on propotty that I own which is not 201 a 400 ams 100.30 2 intended for salt,Ieaae,rmt,or exchange,according to ORS 447,441,670,and 701. 401 s m 600 133.75 2 Cownor signature: Dote: _ Branch clrettits-aaw,alteration,or extenelon, er and A.Pan brunch circuits,4th e`ras`e a feeder Ase,each 6.65 2 7BU"Sifleme / `�,,,1�� branch cinuit� J.+3�-�3J -_ B.Pee far branch circuits: �n r41hout Sri-vice or feeder fee, 46.85 2 ash temch citcuit Anddress: o h n s �d 5u*r D' I D 13aclt add'I branch circuit 6.65 2 City/stare/ZIP:U eo u ire✓ �,4� L0 11111ceiLnwr^ rs(aarNee o J[tomer net inelttd Fotrgt of lrnptMtt.lyse!` 53.40 2 Phone: g 1 f. Fax: /3, _ (.•� �� _ ��71�1✓) r,.,3�L '� Sipe or outline Uptttittg p 53.40 2 E-mail: H1Snal eircutt(s)of linoted energy panel.alteration,or wensirm.Describe: Pass 2 2 13uaine�s mutt`: wtrdv v Huth additlond Faction over allowable in aq of the above 0 Address: _ Per ins 'ot) 1 _ 67.30 W City/State/ZIP: Invesdp�tion _hour(1 br rdn) 62.50 J _ Industrial lane hour 73.75 Fax:( +. CCB Lie. 'V V )?l al Lic.: 7'U Supra.Lie.: Suotoatl R Suprv.Blectritiaa elgaatttre,required: p Plot review(2311 of parmit fbe) J -[_- -ri-1 of�� state.urolt�e(8%of rmnit fie) 0 Print nacre`• F Dom:1 TOTAL PERWr fl FX J2.__. �f Authorized signature: Tel.permte appnraaon.+plra is a pw+nit it not obralned.ithin too -- days after n has bm eeeepted n templet' Data - IVa a vejoblep set 1�y Td4;eSrey -. thaw etlarycedw Par p ,a:bw+_ AYanaM,R?�r,�'.y��p,e.c ism a40.�etsTt10i0'Ji00WM1!! CITY OF TIGARD ELECTRICAL PERMIT _ PERMIT 0: ELC2004-00091 DEVELOPMENT SERVICES DATE ISSUED: 7/1/2004 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 PARCEL: 2S111AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST ZONING: R-4.5 SUBDIVISION: BLOCK: LOT: JURISDICTION: TIG Project Description: Electrical work;or addition&remodel. Limited energy systems are: Clock systems.data,fire alarm, HVAC&intercom/paging. _ RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS_ 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: 1 EACH ADD'L 500SF: 201 - 400 amp• SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: 5 MANF HMI SVC/FDR: 601+amps-1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: 6 W/SERVICE OR FEEDER: 96 PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+amp/volt: >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect only: SVC/FDR>=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: TIGARD TUALATIN SCHOOL DISTRICT ATLAS ELECTRICAL CONTRACTORS 6960 SW SANDBURG ST 4403 SE ROETHE RD TIGARD,OR 97223 MILWAUKIE,OR 97267 Phone: Phone): F-659-4944 Reg#: W8-2212 25815 LIC 1532 FEES FLE 3-2C Description Date Amount Required Inspections jFI.PRMT]FL('Permit 7/1/2004 $1,548.80 (FLPLCK) ELC Pln Rev 7/1/2004 5387.15 Ceiling Cover Rough-in ITAX)8%State Surcharge 7/1/21104 >123.89 Re Rough-in Total $2,059.64 Elect'I Final 1 his Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR.Specialty Codes and all other applicable laws. All work will be done in aocordanee with approved plans. This permit will expire if work is not started within 180 days of issuanoe, or if work is suspended for more than 180 days ATTENTION. Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503) 2466699 or 1-800-332-2344. _ + r Issued By: ��(�li r f _Ott L��-c t _ Permit Signature:, j OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. j OWNER'S SIGNATURE: _ DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: DATE: LICENSE NO: Call 639-4175 by 7:00prn for an Inspection the next business day Electrical Permit ADDlication, Received Electrical Date/By �/ Permit No: E City of Tigard R` Planning A at Sign B Permit No. 13125 SW Hall Blvd. Date, FEp ,� 6 2� Plan Rede OtherTigard,Oregon 1 Date/By Permit No. ^ Phone: 503-639-4-4 1711 Fax: 503-5�itW �l RD Post-Review" land use \ Date/By y Case No Internet: wp w.ci.tiga rd.or.us © 111 �IaNG Contact Qom,w Ju See Page�for 1.1 24-hour Inspection Request: 503 6 5 Name/Methlo�-d/l�r Supplemental Information. TYPE OF WORK PLAN RIEVIEW Please cheek all that appl New construction F1 Demolition Sernce over 225 amps- El Health-care facility commercial ❑Hazardous location Add ition/alteration/replacemer.. , O:her: ❑service over 320 amps-rating or CATEGORY OF CONSTRUC TION '"p g Building over 10,000 square feet, I &2 family dwellings four or more residential units in l & 2-Famil dwellingCommercial/[ndustrial ❑System over 600 volts nominal one structure Accessory Euilding multi-Family ❑Bwldmg over three stories Feeders,4t10 amps or more ❑Occupant load over 99 persons ❑Manufactured structures or RV park Master Builder Other: ❑Egress.rlighting plan I ❑Other. JOB SITE INFORMATION and LOCATION Submit__sets of plans with any of the above. Job site address: e are not The above applicable to temporary constructiun service. FEE*SCHEDULE Suite #: NA _ B!d ./A t.#: /�- Number of Ins ections per permit allowed _Project Name: S AVQti+)+ Description Qty I Fee(ea.) Total Cross street/DiNctions to Job site: New residential-single or multl-family per LI, dwelling unit.Includes attached garage. SLJ Q 6 yST -Tb M U<?X k Service Included: 1000 sq.fl.or less 145.15 4 Each additional 500 sq.A.or portion thereof 33,40 1 Subdivision: _ Lot#: Limited energy,residential 75.00 -- 2 A Limited ener non residential 75.00 2 Tax map/parcel #: Z S ill A ll C Each manufactured home or modular dwelling DESCRIPTION OF WORK service and/or feeder 90.90 1 2 Aom -77, Services or feeders-installation, LT1pJu I b MAIA1 *4--YJ ; sr+en alteration or relocation: T_"64r AJ k. 200 amps or less b _ eo.3o 48184_2 • 201 amps to 400 amps 106.85 2 c(y% �� S1fl• 401 am s to 60(1 amps J - 160.60 2 CS PROPERTY OWNER TENANT 601 amps to 1000 amps — _ 240.60 2 Over 1000 amps or volts 454.65 2 Name: &,ttCD _�jl►t-iii tJ �CA b� �ISf12t Reconnect only 66.85 2 �b Temporary services or feeders-Installation,(,09 t,p 5110 SAW10160MA City/State/Zip ■Iteration,or relocation: _ �t _ `1-I 2Z� 200 amps or less 66 a5 I Phone: S h'5 - 31-40op Fax: 1_ 41D 4-1 201 amps to 400 amps 100.30 2 401 to 600 amps 133.75 2 APPLICANT SCONTACT PERSON Branch circuits-new,alteration,or Name: JXA1<131 tJ6 0j4i65M - pV CL Vl SOS J WILk'ES extension per panel: Address: A.Fee for branch circuits with purchase of Zl)D service or feeder fee,each branch circuit _ 6.65 2 City/State/Zip: LOpit- L. "Y3 B Fee for branch circuits without purchase of Phone: 2 Z 4, 6 q SO service or feeder fee,first branch circuit 46.85 2 Fax: 2�'3^ 1 Q-i. Each additional branch circuit 6.65 2 CL [-mail: CAOlddr.t �,�I,t Misc(Service or feeder not included)- CONTRACTOR _ �ch pump or irrigation circle 1 53,40 A5'5,410 2 Each sip or outline lighting _ 53.4U _ 2 U) Job NO: Signal circuit(s)or a limited energy pant.1 Business Name: alteration•or extension Pae 2 315.00 2 JDesctiption Address: 3 � t�� m -- Each additional inspection over the allo%,%ble in any of the above: City/State/Zip:KI L.WAU f. —� Per inspection per hour_(min. I hour) y :;I-- — 62.50 UJI Phone: -'_,Ap-' ' Fax: lnvrsugation fee CCB Lic. #: �- Lic. #: -' - Electrical Permit FeO* Supervising electrician Subtotal S signature required: Plan Review(25%of Permit Fee) 3 191. 1 Print Name: Lic. #: �} � State Surcharge(8%of Permit Fee) ` TOTAL PERMIT F EE S 2�}0--3 Authorized Notice: This permit application expires If a permit is not olhained within ignature Date: Igo days after it has been accepted as complete. *Fee methodology set by Trl-County Building Industry Service Board. (Please print name) 1 �) APermit Forms\FlcPerrni(App doc 01103 �l E ectrical Permit Aaplication - City of Tigard Page 2 - Supplemental Information r '� ; -*," �• LIMITED ENERGY PERMIT FEES: USIDENTIAY.WORK ONLY: Fee for all systems............................................................ S75.00 Check Type of Work Involved: Audio and Stereo Syst. s* Burglar Alarm F] Garage Door Opener* 11 Heating,Ventilation and Air Con tioning Syst F1Vacuum Systems* Q Other COMMERCIAL WORK ON Fee for ILO system..................... ................... . ........... $75.00 (SEG OAR 919-260-260) Check Type of Work Involv Audio and Sle o Systems Boiler C trots Clock Systems © Data Telecommunication Installation ® Fire Alarm Imiallation HVAC Instrumentation Interccm and Paging Systems Landscape Irngannn Cnntrol* a Medical VIC NNurse Calls Outdoor Landscape Lighting* J m Protective Signaling IU ❑ Other -- J Air Numhu of Systems * No licenses are required. Licenses are required for all other installations i`,Dsts',Pctmit For+ns\ElcPerrrtitAppPg2.doc 01/03 f PERMIT-CITY OF TIGARD RESTRICTED -- ENERGY DEVELOPMENT SERVICES PERMIT tf:: ELR2004-00274 13125 SW Hall Blvd.,Tigard.OR 97223 (503)639-4171 DATE ISSUED: 8/26/2004 SITE ADDRESS:09500 SW MURDOCK ST PARCEL: 2S111AC-02901 SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG Prolect Description:Low voltage for data cabling. Job No. 43608 A.RESIDENTIAL B.COMMERCIAL AUDIO✓!4 STEREO: AUDIO& STEREO: INTERCOM &PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: _ 1 Owner: Contractor: TIGARD TUALATIN SCHOOL DISTRICT CACHE VALLEY ELECTRIC COMPANY 6960 SW SANDBURG ST 919 NORTH 1000 WEST TIGARD, OR 97223 LOGAN, UT 64321 Phone: Phone: 503-431-6600 Reg 0: I_W3-6244gfM2 EL835-7.%4405CLE FEES Required Inspections Description Date Amount Low Voltage Inspection IELPRMT]ELR Permit 8/26/2004 $75.00 Elect'I Final (TAX]8%State Surchari 8/26/2004 $6.00 Total $81.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 thro h OAR 952- -01Q�. Yuu may obtain copies of these nrles or direct questio NC at 46-8699. Iss ed by Permittee Signature _ OWNER INSTALLATION ONLY The Installation Is being made on property I own which Is not Intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N _�s DATE:--------- LICENSE ATE: _____--______e_LICENSE NO: Call 639-4175 by 7:00 P.M.for an Inspection needed the next business day Electr cal Permit Application City or'rgard Received a��,w IMdB Permit No.: 13125 SW I fall Blvd., I igard,OR 97223 Plan Review Phone: 503.639.4171 Fax: 503.598.1960 Date/By: fhher PenniC Inspection Linc: 503.639.4175 bate Ready/Hy: J fa See Pone 2 for InlcmcC www.ci.ligard.or.us Ndified/Method: _ �, SoppiementalInformation _ TYPE OF WORK PLAN REVIEW -❑New construction ❑Addh ion/alteration/replacement Please check all that apply: _--- ❑Demolition ❑Other: ❑Service over 225 amps,comm'I ❑Hazardous location []Service over 320 amps--rating ❑Buildng over 10,000 sq.ft., CATEGORY OF CONSTRUCTION of I-and 2-family dwellings 4 or more new residential [] I-and 2-family dwelling Commercial/industrial ❑Accessory building ❑System over 600 volts nominal units in one structure Master builder EJ Other: ❑Building over three stories ❑Feeders,4(X)amps or more ❑Multi-family - __0 - []Occupant load over 99 persons ❑Manufactured structures or .IOB SITE. INFORMATION AND LOCATION _ ❑Egress/lighting plan RV park ite_address: - -- ❑Health-care facility ❑hher:Job no.: r �Job Gx �w mU�dai - Submit•1 sets ol•plans with any of the above. City/S(ate/ZIP: I d R q 7 g, q The above are not applicable to temporary constntction service. Suite/bldg./apt.no.: Project name: e Lln E(trrufl" FEE* SCHEDULE I)Mripttaa Qtr. I Fn. Total Cross street/directions to job site: New residential single-or multi-family dwelling unit. Includes attached garage. _-� 1,000 sq.ft.or less 145.15 4 Subdivision: Lot no.: Ea.add1500 sq.ft.or portion 33.40 1 Tax map/parcel no.: Limited energy,residential 75.00 2 _ -- Limited energy,non-residential 75.00 2 -- DESCRIPTION OF WORK Each manufactured or modular dwelling,service and/or feeder 90.90 2 1�9 Services or feeders installation,alteration,and/or relocation V 200 amps or less 80.30 2 PROPERTY OWNER ❑ TENANT 201 amps to 400 amps 106.85 2 Name: 401 amps to 600 amps _ 160.60 2 d✓U SCXIOO I �)�1 r 1� �, 601 amps to 1,000 amps 240.60 2 Address: iot9100 L, ,,�r-1A6 St. Over I,(M amps or volts 454.65 2 _A1C✓ l -- Reconnect only 66 45 2 City/State/ZIP: 'r QQ rdoR 1 2 a Temporary services or feeders installation,alteration,and/or Phone:(G�3 )14-31 &tb0o Fax:(L,p3)G 7-N '1 Y'�Lr relocation 200 amps or less 66.85 Owner installation:This installation is being made on property that I own which is not 201 amps to 400 amps 100.30 2 intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 401 amps to 600 amps 1 1 133.75 2 Owner signature: _ bate: Branch circuits-new,alteration,or eztenaMn,per panel ❑ APPLICANT _ ❑ CONTACT PERSON A.Fee for brench circuits with service or feeder fee,each Nosiness name: _ branch circuit 6.65 2 B.Fee for branch circuits Contact name: wirhnut service or feeder fee, Address: — each branch circuit 46.85 2 Each add'I branch circuit_ 6.65 1 1 2 City/State/ZIP: Miscellaneous(service or feeder not included) a Phone:( ) Fax: :( ) v Pump or irrigation circle 53.40 2 -- _ E-mail: Sign or outline lighting 53.40 2 Signal circuit(s)or!imited- CONTRACTOR energy panel,alteration,or -- extension. ri • .y Page 2 2 Nosiness name: VU-1 Address: t Y C_ lj Address: 9,314�, - c� n1 m J S Each additional inspection over allowable in any of the above -- Pet inspection 62.50 W ('ity/State/7_IP: Investigation erhour(I hr min) 62.50 J I ---��C�.��_�.� 9 7 008 g P Phone:(66 31 A'(CJI (r op Fax:(g03)LZy IN 3(o Industrial plant per hour _ 73.75 ELECTRICAL PERMIT FEES* CCB Lic.:1c(gZ22 P.Icctrical Lic.: p�E Suprv. Lic.: Subtotal S Suprv.Electrician signature,required: Plan review(25%ofpermit fee) Print name: Date: State surcharge IF%of permit fee) &,Do - TOTAL PERMIT FEE 1.0 Authorized signator Thh permit appikation expires if*permit is not obtained within 190 Print name: days after it has beea accepted as Complete C), Fa nal r DAte: _a O Fee methodology set by Tri-County Building Industry Service hoard 'Number of inspections per permit allowed. is�nuiWink'.I'crmitsfL('I'crmi�.\try+.ax 12'Ut 4414615T(INa2"('OM!W'Fa CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT PLM2004-00089 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 6/23/2004 SITE ADDRESS: 09500 SW MURDOCK ST PARCEL: 2S111AC-029(,1 SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ADD GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: E2 FLOOR DRAINS: 1 TRAPS: STORIES: WATER HEATERS: 1 CATCH BASINS: FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: 11 URINALS: 2 GREASE TRAPS: LAVATORIES: OTHER FIXTURES: 9 TUB/SHOWERS: SEWER LINE: ft WATER CLOSETS: 3 WATER LINE: ft DISHWASHERS: RAIN DRAIN: 0 ft Remarks: Plumbing work for addition & remodel. Other fixtures: 1 drinking fountain,4 capped fixtures,2 hose bibbs,2 commercial roof drains. Owner: _ FEES TIGARD TUALATIN SCHOOL PISTRICT Description Date Amount 6960 SW SANDBURG ST [PLUMB] Permit Fee 6/23/2004 $448.20 TIGARD, OR 97223 [TAX]8%State Surcharl 6/23/2004 $35.86 [PLMPLN] Plan Review 6/23/2004 $112.05 Phone: Total $596.11 Contractor: HEINZ MECHANICAL INC 7.615 NW ST HELENS RD PORTLAND, OR 972.10 REQUIRED INSPECTIONS Phone: 220-0855 Rough-in Insp Underfloor/Underslab Reg#: LIC 43866 Top-out Insp PLM 34-165PB Storm Drain Insp Rain Drain Insp Final Inspection h- m This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. w Specialty Codes and all other applicable laws. All work will be done in accordance with approved a plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0100. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-6699. Issued By: Permittee Signature: Call(503)639-4175 by 7:00 P.M.for an Inspection needed the next business day Building Fixtures plumbin Peri irk Auplicatio® Received Plumbing REGEIVED Danns Permit No. City Of Tigard Planning App vS at Sewewer _ Date/ : Permit - K 13125 SW Hall Blvd. Plan Review �— Other ��O�D Tigard,Oregon 97223 CB 2 6 �� Date/By. Permit No Phone: 503-639-4171 Fax: 503-59 Post-Review Land Used Q Internet: www.ci.tigard.or.us GI�T TIO nP Dst" : Case No(. lK 24-hour Inspection Request: 503 '-QII D Contact 1R9 See Page 2 for Name/Method. Supplemental Information. TYPE OF WORK FEE*SCHEDULE(for special information use cAeckllst New construction Demolition Description Qty. I Fee(ea.) Total Addition/alteration/replacement Other: New 1-&2-family dwellings CATEGORY OF CONSTRUCTION Qnclodes 100 R.for each atililqy conaectlon 1 & 2-Famil dwelling Commercial/IndustrialSFR(I)bath 249.20 Accessory Building Multi-Family SFR(2)bath 350.00 SFR(3)bath 399.00 Master Builder Other: Each additional bath/kitchen 45.00 JOB SITE INFORMATION and LOCATION Firesprinkler-sq. R.: _Pae 2 Job_site address: Site Utilities Suite#: QABid ./A t#: 14A Catch basin/area drain 16.60 Project Name: pLC-WN ES• AVOW+ HW_ D ell/leach line/trench drain 16.60 Footing drain(no. linear R.) Pae 2 Cross street/Directions to job site: Manufactured home utilities 110.00 sw c ?t TQ tiuK vvDcK Manholes 16.60 Rain drain connector_ 16.60 Sanitary sewer no. linear fl. Palle 2 Subdivision: Lot#: ft Dl Storm sewer no. linear . Pae 2 water service no. linear Pae 2 J141' Tax map/parcel r : 5 L LLQ_ tt. DESCRIPTIONW WORK Absorption Fixture or Item -- tion valve 16.60 /1hw-mw To N, —Y&"r Backflow prevenicr Page 2 W ARN Backwater valve 16.60 LAW Clothes washer 1660 Dishwasher _ 16.60 c" Ll Drinkingfountain ( 16.60 PROPERTY OWNER TENANT ^ Ejectors/sump 16.60 Name: T►�AVZV - Ty At-AM iU SC 4DDL 015Tt�at y� Ex ansion tank 16.60 Address: (614 (6v Sit) 16At►L)D1`tlVV46 Rn. Fixture/sewer cap 16.60 City/State/Zip: T16^W 4 722_=5 t Floor drsiNfloor sinks-hub ( 16.60 Ile,Jro Phone:'-';D!5 '�{jft-L1rQp0 Fax: 9431 - Garbage disposal 16.60 �l�LHose bib 16.60 av APPWCANT 19 CONTACT PERSON Ice maker 16.60 Name: KE11N MOM-Alt -VyLL OLSou I.JEr_" Interco tor/ rease tra 16.60 Address: 319 SW WASNINbTou /&T. *U0 0 Medical gas-value: $ Pae 2 a� City/State/Zip: Primer 16.60ro� � d - 't /Z'� Roof dram(commercial) Z 16.60 �� - H Phone: ZZlo- 6q Sp Fax: Z, I �Z �1 - Sink/basin/lavato 16.60 ` iitCZ E-mail: klkA)[y JbWEl . (1bM A Tub/shower/shower pan V 16.60 J CONTRACTOR Urinal 16.60 m Business Name: '/I it r�.z. N%C-c-W . Z 14e.. water closet16_60 _y Address: -2-ca`t5- tv,w S r N14t-a-tys Qt water heater _ 16.60 In Other: _J Cit /State/Zi o `,4,,a ore, c z-7 o Other: Phone: a- - "SSS Fax: sr�a- Plumbing Permit Fees• CCB Lic. # 3 g(o Plumb. Lic.#: _ _ Subtotal s ,r�g T- 311-11,� /1)uthorize — - - T- Minimum Permit Fee 572.50 S ignature: Date: `1�-� �� - Residential Backflow Minimum Fee 536.25 Plan Review 25%of Permit Fee S 5' State Surcharge(8%of Permit Fee) S S. t I ase print name) TOTAL PERMIT FEE Notice: This permit application eipires if o permit is not obtained within All new commercial buildings require 2 sets of plans with Isometric or 180 days after It has been accepted as complete. riser diagram for plan review. *Fee methodology set by Tri-County Building Industry Service Board. `sts`Permit rorms\PlmPermitApp doc 01'03 /3 �� n/� � boPlumbine Permit ADDlicatian - City of Tigard Page 2 - Supplemental Information — 11m, -C1OP `NGt�h ; c Fee Schedule: DX1 �Tiit-rncl oW.1p, Residential Fire Su ression Systems: Site Utilities Qty. Pee(ea) Tow Square Footage: Permit Fee: Footing drain- 1"100' 55.00 0 to 2,000 $1 1500 Ftw,ting dr;in-each addition I 100 41,40 2 001 to J 600 $160.00 3,601 to 7,200 $22000 _ Scwer- Ist 100' 5500 7.201 and lEeater 530900 Scwer-each additional I(N)' 4640 kk ater Service- 1st loo' 5500 Medical as S stems• Nater Service-each additional 100' 4640 ValuatiffiC permit Fee: Storm&Rain Drain- Ist 100' 55.00 SI 00 l 5 00000 Minimum fee S72,50 Storm&Rain Drain-each additional 100' N 4640 $5, 00 to 510,000.00 572.50 for the first$5,000.00 and 51.52 for each Fixture or Item Qty Fee(a) Total additional$100.00 or fraction.thereof,to and including$10`000.00. Commercial Back Flow Prevention Device 46.40 10,001.00 to 525,000.00 5148.51,for the first S1P,000.00 and 51 54 for Residential Backflow Prevention Device each additional SI00 00 or fraction thereof,to i minimum penmit fee S36 25 27.55 __ and including$25,000 00. Rain Drain,single family dwelling 65 25 525,001 00 to$50,000 00 $379 50 for the first 525.000.00 and$I 45 for each additional 5100.00 or fraction thereof,to Inspection of existing plumbing or and including$59,000 specially requested inspections-per hour 7 2141,0 _ 550,001 00 and up 5742.00 for the first 550,000.00 and 51,20 for Subtotal: 550,001 additional 5100.00 or frac(ion thereof. X. Fixture Work: Are you capping,moving or replacing existin xtures? If "•yes",please indicate work performed by ti re. Failure to accurate) report fixtures could result in i reased sewer fees*. Yaotl b F x • Work Performed Comment , arding fixture work: •r *,. Fixture Type: i New Mer I he C Baptistry/Font f : • - Bath -Tub/Shower -Jacuzzi/Whirlpool _ -- Car Wash -Each Stall _ - -D nve Thru Cus tdon Water Aspirator _ Dishwasher -Commercial -Domestic _ Drinking Fountain Eye Wash _ Floor Drairvsink -2" 3' --4" Car WaO Drain *Note: If the fixture work under this permit results In an GarbageDames c Disposal -Com rcial India triaincrease of sewer EDUS,a sewer permit will be issued and l fees assessed for the sewer increase must be paid before the —[cc Mach,/Refs sins plumbing permit can be Issued Oil Separator Gas Station j Rec Vehicle Du2V Sta_uon Shower -Gang -Stall J Sink -Bar/Lavatory J -Bradley -Commercial Service Swimming Pool Filtrr i Washer-Clothes Water Extractor Water Closet-Toilri 1 0 Urinal 0 Z Other Fixtures i\Dsts\Permit Fomrs\PlmPermitAppPg2 doc 01/03 Accumulative Sewer Tally Parcel# 2S111AC-02901 Tenant Name:Templeton Elementary School This SWRA rB Nor as-'ri Site Address:9500 SW Murdock St. This PLM# 2004-00089 Fixture Value Previous Previous Credits Capped Fixture Fixture New New # value capped off value added added total total count off#s count # value #s values Baptisery Font 4 0 0 0 0 0 Bath-Tub/Shower 4 0 0 0 0 0 -Jacuzzi/Whiflpool 4 0 0 0 0 0 _Car Wash-Each Stall 6 0 0 0 0 0 -Drive through 16 0 0 0 0 0 Cuspidor/Water Aspirator .1 1 _ 0 0 0 r6 0 Dishwasher-Commercial 4 0 0 0 0 0 _ -Domestic 2 0 0 0 0 0 Drinking Fountain 1 0 0 1 1 1 1 fy2 Wash 1 p 1 0 0 0 0 Floor Drain/Sink-2 inch 2 0 0 0 0 3 inch 5 0 0 1 S 1 8 4lnch 6 0 0 0 0 0 Car Wash Drn 6 0 0 0 0 0 Garbage Disposal Domestic to 3/4 HP) 16 0 0 0 0 0 Comm ,'al to 5 HP 32 0 0 0 0 0 Industrial over 5 HP) 48 0 0 0 0 0 Ice Mach ine/Refriq erator Drain 1 0 0 0 0 0 Oil Se Gas Station) 6 0 0 0 0 0 r Rec.Vehicle Dump station 16 0 0 0 0 0 Shower-Gan (per head) 1 0 0 0 0 0 _ -Stall 2 0 0 0 0 1 0 Sink-Bar/Lavatory 2 0 4 8 8 18 4 8 _ Bradley S 0 1 0 0 0 0 Commercial 3 0 0 0 0 0 Service 3 0 0 0 0 0 Swimming Pool Filter 1 0 1 0 0 0 0 Washer-Clothes 6 0 0 0 0 0 Water Extractor 8 0 0 1 0 0 0 Water Closet-Toilet 6 0 2 12 1 6 4 -6 Urinal 6 0 1 2 12 0 -2 _12 Previous EDU Count 0 0 N Capped EDU Credit 0 TOTALS 0 0 8 32 11 28 3 -4 -� Current Fixture Value -4 divided by 16= -0.3 Current EDU 1 EDU= $ 2,400 Previous Fixture Value r divided by 16= 0.0 Previous EDU W Change -4 divided by 16= -0.3 over (t oder) $ (720.00) -j Enter EDU Change Here -0.3 Notes: 41 42 Signature: 1�c c Cis i Date: –G — !�" Building Division Not, The property owner shall retain the ORIGINAL sewer tally record. If crediis exist, this document will serve as a voucher hich must be submitted to the City of Tigard Building Division to redeem credits towards future system development charges. i:\Building\SewerTallylSewerTE.IlySheet.xis 11/19/03 CITY OF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: NIEC2004-00080 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 DATE ISSUED: 6/23/2004 PARCEL: 2S 111 AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ADD FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: VENT FANS: OCCUPANCY GRP: E1 VENTS W/O ADPL: VENT SYSTEMS: STORIES: 1 BOILERS/COMPRESSORS _ HOODS: FUEL TYPES 0 - 3 HP: DOMES. INCIN: LPG 3 - 15 HP: COMML.INCIN: MAX INPUT: 228,000 BTU 15-30 HP: REPAIR UNITS: FIRE DAMPERS?: Y 30-50 HP: WOODSTOVES: GAS PRESSURE: L 50+ HP: CLO DRYERS: FURN < 100K BTU: 4 AIR HANDLING UNITS OTHER UNITS: FURN>-100K BTU: ex 10000 cfm: 12 GAS OUTLETS: 4 > 10000 cfm: Remarks: Mechanical work for addition&remodel. Proiect Vahic: $174,000 Owner: FEES TIGARD TUALATIN SCHOOL DIS rRICT Description Date Amount 6960 SW SANDBURG ST [MECPLN]Pian Rev 6/23/200- $552.63 TIGARD, OR 97223 [TAX]8%State Surchart 6123/200-, $176.84 [MECti]Permit Fee 6/23/2001 $2,210.50 Phone: Total $2,939.97 Contractor: HEINZ MECHANICAL 2615 NW ST HELENS RD. PORTLAND, OR 97220 REQUIRED INSPECTIONS Phone: Gas Line Insp Mechanical Insp Reg#: LIC 43866 Heating Unt Insp .'u%A inspection Fire Damper Insp S.D. Shut-down inspection Final Inspection I. H N 1 m LU This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will exp'lm if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregot, law requires you to follow rules adopted in the Oregon Utility Notification Cente). Those rules are set forth in OAR q52-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to 0I-)NC by calling (503)2dr A-a99. Issued By: Permittee Signature: Call(503)6394175 by 7:00 P.M.for Inspections needed the next business day T�iPI�'lQN Mercha-hieal Pend ,"IyElaion 7Date/By ived Mechanical 1' a Permit No City Or Tigard j�U'1 Planning A prove Building 13125 SW Hall Blvd. FEBFES � Data�By _ Permit No TIGAM Plan Review Other Tigard,Oregon 97223 CITY OF N Date/Bs-11-OVA-VO Permit No Phone. 503-639.4171 Fax: 0Q0151DW69IVISI Post-Review [And Use Date/By _ Case No Internet: www,ci.tigard.or us Contact Juris: See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method Sulemental Information. TYPE OF WORK COMMERCIAL FEE*SCHEDULE-U`:!{CHECKIdST New construction Demolition Mechanical permit fees*are based on the total value of the work Addition/alteration/replacement Other: performed. indicate the value(rounded to the nearest dollar)of all CATEGORY OF CONSTRUCTION mechanical materials,equipment,labor,overhead and profit. am 1 & 2- amily dwelling Commercial/Industnal value: S I See Page 1 for Fee Schedule Accessory Bu�ldi� El Multi-Family_ REFIDENrLAL.EQUIMMISYSTWSFEE!SC.s7WIL> Descrl Hon Fee ea. Master Builder Total Other: Hestin coolie JOB SITE.INFORMATION and LOCATION Fumacc-add-on air conditionin •• 14.00 Job site address: 400*4. $DD 5W mUICpo cr Gas heat urn _14.00 Suite #: Duct work 14.00 Pro eco t Name: -FpLi per, � tj�j h/ t ftK H dronic hot waters stem 14.00 Cross streetTirections to job site Residential boiler for radiator or h dronic s stem 14.00 �W et-116 To mow-goc-(G ST. Unit heaters(fuel,not electric) in wall,in-duct,suspended,etc. 14.00 _ Flue/vent(for any of above) 10.00 S ,bdivision: T Lot #: Repair units 12.15 -- `�a��-- - Other Feel A Ifanca Tax map/parcel#: Water heater _ 10.00 DESCRIPTION OF WORK Gas fireplace 10.00 \ -V2Y,L' TI 1�_Tt) N^*j Flue vent(water heaters as fir lace) 1 10.00 _tj - - t — 10.00 V r 1 Wood/Pellet stove _ _ 10.00 Wood fireplace/insert 10.00 _ Chimne /liner/flue/vent 10.00 19 PROPERTY OWNER �-TENANT Other: 10.00 ` Name: 'Iy Aep.. rV � SGI�tO� Environmental Exhaust&Ventilation Range hood/other kitchen equipment 10.00 Address. 61(op 12Wc,/I,pofgt>'Z(,, ClothCity/State/Zip: :7 arz Q-IZZ3 Singlesdryexhaustst 10.00 Single duct exhaust Phone: S0 -J61-90b0 I Fax: 413t-4v4-1 (bathrooms,toilet compartments, APPLICANT -__ J 12.CONTACT PERSON utility rooms _ 6.80 Name. Haat Ib444!wi --%DuL.L OL4t>#.+ it4.*tG Amc/crawlspace fans 1000 Addres 319 %4 W A•SNI 0 L7bN 5J. &Zap Other: I O.00 a City/State/Zip: sD _g_ Ftset Plpint; r 1tQ:�l.l4�t7 �✓� -(?jpd. ••(S3.40 for first 1,SI.00 each addltlonal _ Phone: Zz1;- Furnace,etc. •• F- L Sb Fax:_2�-�j�ti N - Gas heat pump •• E-mail: Wall/suspended/unit heater •• CONTRACTOR Water heater •• Business Name: iw f- ?tgC Fireplace •• Address: i, i f Range •• � Cit /State/Zip` TCr_ 02 cf?Y�fl BBQ Clothes dryer(gas) •• Phone: _ Fax: Other: •• CCB Lic. #' 8 Total. uthorized _ Mechanical Permit Fees* ignature Date�-' Subtotal. b Minimum Permit Fee$72.50 S _ s � /'(,i✓�d Plan Review Fee 251,16 of Peimit Fee S _ (Please pnnt name) State Suichar c 8%of Permit Fee S TOTAL PEMMIT FEE S Notice: This permit application expires If a permit is not obtained within •Fee methodology set by Tri-County Building Industry Service Board. 180 days after It has been accepted as complete. **Site plan required for exterior A/C units. i\.Dsts\Permit Forms'JNecPermitApp.doc 01103 /�..�p 4 A f-- Mechanical Permit Aoalication - City of Tigard Page 2 - Supplemental Information Commercial Fee Schedule: _ TOTAL VALUATION: PERMIT FEE: _ $1.00 to$2x7.00 � �. Minimum fee$72.50 $,001.00 to$5,000.00 72.50 for the first$ ,000.00 and$2.30 for each a tional$100.00 r fraction thereof,to and inclu ' $5,00,1 _ S 5,00 1.00 to$10,000.00 S141 50Vtflntfirst$5,000.00 and$1.80 for each add100.00 or fraction thereof,to and inclu0,000.00. $10,001.00 to$50,000.00 $231.50 f the st$10,000.00 and$1.35 for F,ach ad tional S I .00 or fraction thereof,to __ and i udu 550, OU. $50,001.00 to S 100,000.00 $77 50 for the first$ 000.00 and$1.25 for eac additional$100.00 fraction thereof,to an including$100,000.00. _ $+100,001.00 and up Y,396.50 for the first$100, 0.000 and .10 for each additional$10 0 orreof. All New Commercial Buildings require 2 sets of plans. a oe M m W a i-kBuildinglPermit ForrnMMecPerm1tAppPg2 09-01-03.doc CITY OF TIGARD ELECTRICAL PERMIT PERMIT 0: ELC2003-00368 DEVELOPMENT SERVICES DATE ISSUED: 7/3/03 13125 SW Hall Blvd..Tigard,OR 97223 (503)639-4171 PARCEL: 2S111AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST ZONING: R-4.5 SUBDIVISION: BLOCK: LOT: JURISDICTION: TIG Project Description: Install 5 branch circuits. Fire alarm pull station,connect new boiler power and entry lighting. RESIDENTIAL UNIT _ TEMP ERVC/FEEDER.R MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMI SVC/FDR: 601+amps-1000 volts: MINOR LABEL 00►: SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: 4 IN PLANT: 601 - 1000 amp: _ PLAN REVIEW SECTION 10004. amp/volt: >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect only: SVC/FDR>=225 AMPS: CLASS AREA/SPEC OCC: - Owner: Contractor: SCHOOL DISTRICT NO.23 ATLAS ELECTRICAL CONTRACTORS 4403 SE ROFTHE RD MILWAUKIE,OR 91267 Phone: Phone: F-659-4944 Reg#: WP-2212 2581S LIC 1532 FEES F1,G 3-2c Description Data Amount _ Required Inspections 1I(1,11RMT] GL('Permit 7/3/03 $73.45 [TAX]8%State Tax 7/3/03 $5.88 Rough-in F Elect'l Final Total $79.33 This Permit is issued subject to the regulations contained in the Tigard Municir)al Code,State of OR.Specialty Codes and all other applicable laws. All Work will be done in accordance with approved plans This permit will expire If work Is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENI ION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246-6699 or 1-800-3322344. Issued ey:c Permit Signature:,�� OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. J OWNER'S SIGNATURE: DATE:_. '9 J CONTRACTOR INSTALLATION ONLY `�— SIGNATURE OF SUPR. ELEC'N: _ DATE: LICENSE NO: - Call 639-4175 by 7:00pm for an inspection the next business day Flk/19/2MV; 09: 17 5H 1115,14`144 AT[-A',, Et_LCUPT ;AL PAGE 02 Jun 1.0 O"V ii I ! '1'.)p rflp I t_f'H GONS 1 RLI(-T]tON sn3 557 03i'5 P DIUMNIOU llc �C1�11 L �n`"�P. Electrical Fe pit Ap��-- - - Rft-cin.+1 O � cAll1(Q . , ' jrlannlnF APt��rl P f R1il Nu.• City o r;igalyd 13125 SW!fall Rlvd. Plm Ilpvicw (7utom�.._ 7•jg-,%d,Ompin 9227.3 - 4'slat- CwCM' phnnc. 101-6:49-4171 For O1-598••19G(1 I IktM� -- —o-- -<'a.c r:q: - - Inlemec www.ci.tigarcl-dr.tts (ran■et )N,... ft- Prgr 2 Mr 24 Ir a, (akpcctton ltequost: $�t 639.4175 t_N■naarM0 — - _ - . - pR _'�W—(._)Rk a � 111t►■rrkwll r Tj )cmolitionNCW CO1Sr)CtlOn Yrve n+t320 rmK rtinR ddlUon/atcrutiunirof i ❑flMrWnrittmlx(owvrcm;LRUi,,lfclflwn aMl imarie!r tent t. _ 1&1 1bm;ly 4wcllia(kr CA r ItGO tY(> ('fj1VC't R 11e (tUN- - OS mrcr hlM)volts nnminWi line%In-Cl r 1 it 2-1 amilY dWClllr,! C( rnrncrt iIIl/indU9trial _ Hui1(!+ng ov,x Ihn n,� �7 I'ealers.(a',,.aw..r nw"c J MV ltanm _ 0 fkc.mmm 1n■d awr'1'I•r•urlr ❑ManvfaM+,r,, ,v,w+re„r!tY Pat► AClt:.`SOry_iRUild� �ISlgcat/1iQfnindPtan ElCmk.T. -__._.- - ._. Mwstm Build(, Ut�1Gt. r �. Y.bmi(- rt4.of pro„with•n7 o/WC sh .r. It)9 Sl't'1v jgF•ORM A•TION afud 1 TI _ 1 be t44�t are nnR�t+plicabir ro 1"�prl-ey aR±1we��r►"��_ lab sift llddrm,;: q ;Dc U� ti RRI�"SC.IIItDUL__r _ �___ _ N(Imb!r eetlo +"rmifriMwed Suite JJ: J_— H1dR/A�4# - p ra _ p_eeeri�>_tl,rri __ 1'ro"(;et Name;." QI„�([JN LCL plew r<rlAeatbl•ala�l►or!Holli-Gray Iw r C mss�m cllNra;tivna to job sit(-! even nrlw,larlr�sr.*I*6r.l r..r"O. Menke 1.ch ded. 1� 4 low. A--Ac rdd1ln",++I i"t�q n:er iiurl►v�,thorn f --- _ „gin Ulldlvl&I(lfl: I,;rnnnlena(3.txmtc ,wl IMW err mmlafar drr(n F,K q� 2 Tax tMa)/r;trcM#: _ --- ,rrnw,a•,eior r 1f11"4(;N(11' l,ifVOl+Wrf�!ic_�_ �{arv,ra+"rlbcern..sie(et1e11.. - - ML lf)d2 10 .RsS 41(l �Z - J 601 tnr nl(K10 rtnLn_. �_ ' NER TENANT TOW m 2 ray 2 /STT �-•� gYrrtperwrY r(�leea or trrdm-lerllr(rA1M+. Addre- °L � L��2�f.'-- �! D--c�� .utw.ri.a.or relot■teee saR� _ Cil /Stats//.l Fl�p�1 n10ifA '” lnn..►n 2 Pbone. � _ �. -* OOt? Tax. _ - w blq an 113.7 Al'pL1CAN7 ___ _ (:U[V'l'A.C:7'p)ER80N 14411th elrevitm nww.alteraGM,or ` ex(ralitaa per p■nrf: A<F(/� J A.tine fur braneli c1mi N with"%;hp5v i,r 6.4E i /tc-�rJaX14 ?(r ` C{(? h �CWieo_af M rashh(anchaha __ _=-- -- �1 7,. ,�. �lix fa 1v■�Cirv1ils will�mn�re !w c s �9 s 2 '1 ".� wviec ar amkaN.C.rWO IL4Afh+eirau x -7 115 � "f <O-Z-"4 GY.?7 i r,;ea,!hrerl Discal - - — e-n mwc,(ti-i c M fcc,&r net mrhulmW !) 2 EL -j coj4TIRAMOR %m 4w ft4W!RLjptLm tIC - Vlpril clic n(r) � '+'�', 2 Job No: r2�—1,,—„ � -- -- - - r°t1''a -- n pHeratka�r.c1t!Cltlderl - rn. B(t4i11C5S Name:lJl -1G'�7 rL+i(Y .�_l // - R■ dllks■1 ectiew errs tic,Htew■blc is ae�•arlkc `• � - I C1t�IS1S1t[!L A_� !a in (RI -- _ P` liiwrG r• __ Phone - Z _ ! ax: -fir_ "`777 ll1! �_ — CCD L o.R. Llc.#; . '__ = - _. —�„ '� ' retotai"^3�7 ,t� r. tf 1 suhety Ising cicctnelan — -- ai�nab re r u{rcd � P1ae+Revicw 25Y. )f Por-it rCC t"cr-i m) J�,f:dc 9urrl+�c jEX >'f s' --- Print 1'pTAt,c r.RMn K !,Author Md / /� fVslke: 'nil perrnlf■pP!wl4(M.�re Ira�rrrtdl In nN ri.ed wpM w ihtc:JOpvj ILIO Aryl ager K hrs Raar. .cteplr it rm M�rp" SiI nal4.d: •rte merbodehry rM by 71x1•(on mr QslAXr*InAor+ry Crmot""rd. -- (I'lemw prim Home) islt>a1s�PemlttPorrr.cNilcw.rrr,itnry+-dec plrlr! 4 "'CITY OF TIGARD BUILDING PERMIT PERMIT M BUP2004-00072 DEVELOPMENT SERVICES DATE ISSUED: 6/16/2004 13125 SW Hall Blvd.. Tlqard. OR 97223 (503)639-4171 PARCEL: 2S111AC-07901 SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF ViORK: ADD FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: E1 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 298 BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: Y PARKING: VALUE: $ 1,726,000.00 Remarks: Addition & remodel to existing school Owner: Contractor: TIGARD TUALATIN SCHOOL DISTRICT TRIPLETT WELLMAN INC 6960 SW SANDBURG ST PO BOX 160 TIGARD, OR 97223 WOODBURN, OR 97071 Phone: Phone: 982-4188 Reg#: LIC 43496 FEES REQUIRED INSPECTIONS Description Date Amount Ersn Cntrl 681-4444 Inqulation Insp JBUPPL.NJ Pin Rv 2/27/2004 $4,042.21 Mechanical Permit Require Shear Wall Insp (FLS]FLS Pin Rv 2/27/2004 $2,487.51 Electrical Permit Required Firewall Insp Sprinkler Permit Required Gyp Board Insp [BUILD] Permit Fee 6/10/2004 $6,218.78 Fire Alarm Permit Require( Susp Ceiing Insp ["TAX] 8%State Surchart 6/10/2004 $497.50 Plumbing Permit Required Reinforced concrete final r (additional fees not listed here) Foot/Found Insp Bolts in concrete final repo Masonry Insp Structural welding final rep Total $13,985.20 Framing Insp High strength bolts final re —' Roof n ling Insp Final Inspection tL OC f- U) This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is -� not started within 180 d .ys of issuance,or if work is suspended for more than 180 days. ATTENTION: Oregon law Go requires you to follow the rules adopted by the Oregon WIN; Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of thew rules or direct questions to OUNC by -a calling (503)246-6699 or 1-800-332-2344. Issued B Permittee G-_ -- Signature: �- Call 639.4175 by 7 p.m.for an Inspection the next business day F Tin � 7'oN uildi. Permitlication App -- EVE Received Building R (� ItatdH Permit No City of Tigard C I'lannir A ova Other bate/H Permit No �-� 13125 SW Hall Blvd. Plan Revi w R Other Tigard, Oregon 97223 � DatdH r'ly'� �J V Perrot No Phone: 503-639-4171 Fax: 503tffy("PTI 11051•Review land Use/�)1 bate/�_ Case No.tv-u " Internet: www.ci.tigard.or.us — Contact Ju See Page 2 for 24-hour inspection Request: 503-9-14-14W510' Name/Method i Supplemental Information TYPE OF WORK REQUIRED DATA: New construction 10 Demolition 1 &2 FAMILY DWELLING Add Ition/alteration/re lacement Other: _ CATEGORY OF CONSTRUCTION_ Note 1'em:it fees*are based on the total value of the work performed. Indicate & 2-Famil dweller CommercialAr-.dustrial the value(founded to the nearest dollar)of all equipment,materials,labor, A ccessory Build ng Multi-Family overhead and profit for the work indicated on this application Master Builder LJ Other: valuation.................................. ....I............ ._. s _JOB SITE INFORMATION_and LOCATION No. of bedrooms: No of baths: .lob site -,ddress: c1506 S (JM S Total number of floors.............................. ...... New dwelling area(sq.fl.).. ...................... Suite #: N14 Bld ./Apt_#: Npe ..... �----- Garage/carporl area(sq. fl.)............................ Protect Name:JMBJb'rp� /°t0�IJ Covered porch area(sq. ft.)............................. Cross sti'Mt/Directions to job site: SOtt[Fk"sT Deck area(sq. fl)............................................ �� ST. TO C=V12V7d1( Other structure area(sq.fl.)............................ REQUIRED DATA: COMMERCIAL-USE CHECKLIST _Subdivision: Lot#:2Q0 Tax map/parcel #: Z ( Note Pemtit fees*are based on the total value of the work perforated Indicate DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, AVn(1overhead and profit for the work indicated on this application oiU To HArIN �tl.t'�11.Ys Z titfJJ ! S�Od�_S��US lG t GOM _Gl valuatiom........................................................ 72(o Gbp Existing building area(sq. ft.) of — f New buildine area(sq. fl.)....��! .. _ S N 01G1G ArT -f T N uiber of stories............................................ PROPERTY OWNER TO TENANT _ Type of construction....................................... Name: (-;AIQtL_7AA'TAI S�D6LrJICT Occupancy group(s): Existing: Act-I _ Address: GIGO �.�Nb tgu►o(s ST. New: t. City/State/Zip: -nom - - -►Z Z'5 - PhOAC: 505 o Fax: 4'51 - d-O 41 NOTICE.: All contractors and subcontractors are required to be In APPLICANT _CONTACT PERSON li^ensed with the Oregon Construction Contractors Board under pro0sions of ORS 701 and may be required to be licensed in the Business Name: QULL OLSDW WEEIM5 ItVX4. junsdic:ion where work is being performed. If the applicant is exempt Contact Name: 1�4 N i from licens�ng,the following reason applies: a Address: 151 q S W 4jA cAW # Z00 Cit /State/Zi : nJl� pert -72.04- - Phone: 56'5. 2Z6-65S"o IFax: 213- q 19Z E-mail: d Utj X. C o BUH.DING L1�tMICT)FE11:S''. CONTA A r nIR _ Pleats!tlfilr 1!0 fdt Ae>&tdald m Business N me: a L NA / i�l f f� _S Fees due upon application...... ... ....... ........... S W .Address: Z) City/State/Zip: ccao ;'p Z/- Amount received............. ........._... .... ........... S _ Phone: Fax: Date received: CCH Lic. _ -- _ authorized — /_�j�� ,/ Notice: This permit application expires if a permit k not obtained within ture gna : Date. �'�`Gf�f 180 days after it has been accepted as complete. ------ �" J a%d� r t/� -Fte methodolcl y set by Tri-County Building industry Ser.ice Board. (Please print name) i\bstsTermit Forms\HldgPermitApp.doc 01/03 'r Plan Submittal Requirement Matrix Commercial & Multi-Family City of Tigard New, Additions or Alterations TYPE OF SUBMITTAL # of Plans (Includes New, Additions or Alterations) Required at Submittal Site Work 4 (must inclu n of all accessible parking) Plumbing - Site Utilities 2 ,Z Building �* Fire Protection System 3** Mechanical 2 Plumbing - Building Fixtur Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). *For over-the-counter commercial tenant improvements, submit 2 sets of plans. **"New" fire arotection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. ilBuildinglFormstflanSubMairix.doc 04103 CITY OF TIGARD SITE WORK PERMIT M DEVELOPMENT SERVICES PERMIT N: SIT2004-00006 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 DATE ISSUED : 6/16/2004 SITE ADDRESS: 09500 SW MURDOCK ST PARCEL: 2S111AC-02901 SUBDIVISION: ZONING : R-4.5 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ADD PAVING ?: RESO. NO: TYPE OF USE: COM GRADING ?: VALUE: 238,000.00 EXCV VOLUME: 2,750 cy LANDSCAPING?: FILL VOLUME: 1,335 cy SITE PREP?: ENG FILL?: STORM DRAINS?: SOILS RPT READ?: IMPERV SURFACE: 18,372 of Remarks: Addition &remodel to existing school Owner: — i FEES ! _ TIGARD TU.ALATIN SCHOOL DISTRI-T Description Date Amount 6960 SW SANDBURG ST TIGARD, OR 97223 [BUPPI,N]Pin Ck-Valu 2/26/2004 $833.63 [FI.S] FIS Pin Rv 2/2612004 $513.00 [BUILD]Prmt Fee-Valu 6/10/2004 $1,282.50 Phone: [TAX]Valu 8%State Sul 6/10/2004 $102.60 Contractor: _ [ERIIRMT]Erosion Cntl 6/10/2004 $80.00 RENNE CONSTRUCTION INC [ERPLN]Ersn Plck-USA 6/10/2004 $26.00 2515 N MAIN [FROSN] Ersn Pick-001 6/10/2004 $26.00 NEVIiNERG, OR 97132 Total $2,863.73 Phone: 503-538-2240 Reg#: LIC 10097 Required Inspections Ersn Cntrl 681-4444 Paving Insp Sprinkler supply lines Fire system test Driveway surfacing Final Inspection e This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started withio 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-01 a -Yod may obtain copies of these rules or direct questions to OU NC by calling (503) 246-6699. i Permittee Signature: Call (503)6394175 by 7:00 P.M.for an Inspection needed the next lousiness day 0'00 S'w tviR oa it } T�pG„ror+ Site WQxy► : av�� BuildingPer FIA i<c 'on Received Building 6 LIN-1 Date/By 0 Permit No f T City of Tigard p,Ao Planning Approval Other — PanR Permit No. 13125 SW Hall Blvd. (\Jy OG �1S�0 vOther iigard,Oregon 97223 ovvtA Dateib � $S Permit No Post-Review land Use d/]"�"� Phone: 50 ww.c 4 iga Fax: 03-598 1960 Dates . Case NO.(.;G(& ✓-W6// Internet: www.ci.tigard.or.us Contact app Juris See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Me nod Su lemeatal Information TYPE OF WORK '_JREQUID�IATAc.. New construction Demolition l dr 2 FAMh.Y DWELLMG Addition/alteration/replacement Other: CATEGORY OF CONSTRUCTION Note Pertnil fees•are based on the total vat,.e of the wwk performed Indicate I & 2-Family dwelling CommerciaUlndustrial the value(rounded to the nearest dollar),i all equipment,itsterials,labor, Accesso BuildingMulti-Famii overhead and profit for the work irritated on this application Master Builder Other: Valuation.......... . ...... . ... .. . . . s •JOB ME MFORMATI, N and LOCATION No.of bedrooms: No.of baths:_ Job site address: q5lpO 1pDG Total number offloors. .............................. . New dwelling area(sq.ft.).............................. Suite#: t4 Bld ./A t.#: /�4 Garage/carport area(sq. R.)............................ i Project Name: T&WL9420 ES tN rW41W. Covered porch area(sq. ft.)......................... ... Cross street/Directions to job site: Deck area(sq. ft.)................. ............ ............ 4zFft0tt;'C 'I'o M u p-G►aG K Other structure area(sq.ft.)............................ Subdivision: Lot#: 2 el QA_ — Tax ma / arcel#: Z M AC. Note: Permit fees$are based on the total value of the work performed Indicate ` g+•.'` "1D PTION OF ORIK ti` ' the value(rounded to the nearest dollar)of all equipment,materials,labor, A—✓-Yltnl To M/41n,1 overhead and profit for the work indicated on this application. .r � WrrTW7[it * tVC Valuation.......................... s V56 ED,* Existing building area(sq.ft.)....................... f�. __A9, 5_9 _ N w New building area(sq. ft.).................... $ ........... 1 rvE fOk vfk `A*/1Int%4'r_ STtft Number of stories............................................ PRO ERTY b Type of construction....................................... — t Occupancy group(s): Existing: 2.l Name: M(r - TopiLA1t1� Su4voL "(,TO New: Address: G UPO SW SAJkJ0F3VW& VV. City/State/Zip: `Ci&A1QV--) 2 Phune: 503 - •43� -�Obb Fax: •#'31 � �D•4"y NOTICE: All contractors and subcontractors are required to be APPLICANT __L_ CONTACT PERSON licensed with the Oregon Con.truction Contractors Board ender ___ — provisions of ORS 701 and may be required to be licensed in the Business Nary;: 001,L OL400 WIE41KCS /h W&- jurisdiction where work is being performed. If the applicant is exempt a' Contact Name: YlbT* tU, bW'010 from licensing,the following reason applies: CK Address: 319 5W WA"11J6,1'bfJ <17. M U6 City/State/Zip:? 6r-Tt.r%N4 D4 q-7 VO4 Phone: Q3- Zz(6. 6400 Fax: 211 91 Cl 2 , ,• i �* ^ r E-mail: IµtJ C 46wa. t;.QtM1 (� -CON"M CTQIK-CONTRAUl Business Name: to–)lJ f_ Ce Fees due upon application.............................. $ Address: -�— �4t Cittate/Zi : �w CJf C',� X17/jam- Amount received............................................. S Phone: 53' V I Fax: Date received: _ CCB_Lic. # I o0 9 {Authorized Notice: This permit application expires If a permit Is not obtained within Signature: _ Date: 180 days after It has been accepted as complete. cam "Fee methodology set by Tri-County Building Industry Service Board. (Please print name) is\DstsTcrrnit Forms\BldgPemnitApp.doe 01103 l SITE WORK PERMIT CHECK LIST Commercial, Multi-Family (11-1 occupancy) and Residential: Please complete all items below, tpless otherwise noted. _2,'i7 D Excavation Volume cu. yds. I Grading Volume: Soils report required for >5,000 cu. yds.) _ SOD cu. yds. Fill Volume: (Fill exceeding 12" in d%pth shall be compacted to 90 6 of maximum density)__ 1, 3 ' cum,. Retaining structure? (Check one) O Rock O CMU O Concrete O Other _ O "Total new impervious area including all buildings, sidewalks, and paving: g sq. Site Utilities Plumbing Work: Complete the "TAN" Plumbing Permit Application or site utilities plumbing w Plans Required. See"Site Work Permitli ion- Plan Submittal R uirements" attached. The 'clIowl musYdcxo' u g Si QWith Vicinity Map shoaling parkil7g uding ADA)and ASI • lance LI tt ('a an and details J ' ...d�,a llar� , E Control Plan and details o t R a ' ift`d''flhed Retalift►�g tructuras .. 'Does not apply to 1 and 2-famlty-dwe ngs. Co mercial 4 Z Multi-F ily R-1 Occupancy 4 One- Two-Family Dwelling 4 m J NOTE: Plan review In dependent upon submittal of a completed application and plans. After plan review approval,the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). 1:Wet9VomW911@d*&ht.doc 09/24/01 DULL 18If"ON WEEKES FILE COPY archflerIx p March 17, 2004 Brian Blaylock Senior Plans Examiner City of Tigard 13125 SW Hall Boulevard Tigard, OR 97223 Re: SIT2004-00006 Templeton Elementary School Additions & Remodel Sitework Plan Review Comments dated March 11, 2004 Dear Brian, We received your comments last week. Following is the itemized reply as requested. Supplementary information is enclosed as noted in our reply to the comments. Fire 1. We understand you spoke with SJO Consulting Engineers, and the requested cut sheets for the double detector valves can become a deferred submittal. We will send these to you after we receive a submittal from the general contractor. Accessibility 2. Slopes for the sidewalks you referenced a called out on Sheet C4, and are 5% or less to comply with ADA requirements that they not require handrails. Ail of these are poured concrete, and construction details for them are shown on Detail 10/C3/C7. Details for the exterior concrete stair and ramp are shown on Sheet A7.2 of the architectural drawings. 3. The existing signed ADA parking spaces will remain. There is an existing curb cut and crosswalk that provide a route to the main entry. We have enclosed two photos which show these conditions. The scope of our project would not modify this area of the parking lot. Q, Thanks for your review of this portion of the project. If you have any questions about our oC a reply or need further information, please give me a call. N n o Sincerely, Dull Olson Weekes Architects PC W J a a m Keith Johnson AIA Associate Principal/Project Manager N � t7 T_ O S N A R O 3 .a 3 N F 1e2k11vo�ede103021 Temiti!on ES-200411-Pmonct riff Wad Praxss ng112 Code Pamlhsk8laylocp 031504 Plan Review Reply Me Wakdoo N P O T ARCNITICTUR! • IMT121092 • ►1A0A10t CITY OF TIGARD BUILDING FERMIT PERMIT 0: BUP2004-00405 DEVELOPMENT SERVICES DATE ISSUED: 9/15/2004 13125 SW Hall Blvd..TIQard, OR 97223 (5031639-4171 PARCEL: 2S111AC-02901 SITE ADDRESS: 09500 SW MURDOCK ET SUBDIVISION: ZONING: k-4.5 BLOCK: LOT: JURISDICTION: TiG REISSUE: _ FLOOR AREAS _ EXTERIOR WALL CONS'C RUCTION_ CLASS OF WORK: FPS r FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: E1 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: R GARAGE: sf OCCU SEP, RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 19,763.00 Remarks: Fire alarm. Owner: Contractor: TIGARD TUALATIN SCHOOL DISTRICT ATLAS ELECTRICAL CONTRACTORS 6960 SW SANDBURG ST 4403 SE ROETHE RD TIGARD, OR 97223 MILWAUKIE, OR 96267 Phone: Phone: 659-2212 Reg 0: LIC 1532 _ FEES REQUIRED INSPECTIONS Description Date Amount Fire Alarm Insp IBUILD]Permit Fee 8/26/2004 $235.30 Final Inspection [TAXI 8%State Surchar! 8/26/2004 $18.82 [FLSj FLS Pln Rv 8/26/2004 $94.12 Total $348.24 L� This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordpnce with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling 246- r 1-800-3 - 344. r Issue By:Permittee --- ^ 0 Signature: X /��h-�, ,a /-�. �C A�jao4� Call 639-4175 by 7 p.m.for an inspection the next business day er S. 6 00/02/2003 14:42 FAX 503598.too0 CITY OF TIGARD 1@002/003 Fifte Protection System . I-It 1111 n pe t R4rAtvvdif Air -L— Y,14),gv City Of T1Wd UU4AWVd 13125 SW Han Blvd T*ud,Oregon 9 YAO I-lk% r,�.r 0dw M3 Vo PbOnPtamitN — : 503-639-4171 10N FM 503-398-1 rowr_-iww LOW Use .cLtigard.or.us Coe NQd Inurnat www A 24-how Eupmtim Request 503-639-4175 ronntra enrare2 for ler L N Iction Demphbon ;4- i d rl�sl Additiov/al!t�onl lacement [VOW- PeTTdt 6100*99 hued On the 1061 value ofdw work pmlbnr�j Ir 6.m & -FamAY dwell' Cam_mer'_�'W&dUWW ft ftvmjue(Toun"toiw~dousr)ofmjiaquipmro,avcrbeW and prone for dm worn k4kswd on Nit atiphemian. Axe Buildin Multi-Funily MaSW Builder Other Valuation........ ...... ............................... No.Of bedrooms: Noof baths: Job site address: o S ILA Total number of fkKn.. ....... New der-Iling am(sq.fL) Suite#: Bl #: OW11661twport am(sq. ect,Name: 7)-0 0 .............. Covered poreft arm(sq.fL)........................... Crom sftrctVk=donstd job site: Dock area(sq.it).............................•...... Other ffftwture arts(sq.ft)....................... IRV—! Subdivision: 1—C t Tax map/pareel#: Nota Perm ft&a*sm bared On dw 10181 Value o(dw work perflirmed. hWicur Mx",71M%111,41 the ve's(f*wWW to the neoW dollar)*fall equipment,imidw ale,labor, L vA profit fbr the work Wic&W an dds 2ppikadon, Valuation... ............. Exioting building xres(a q ft)....................-1 New building an(aq.it).............................. Numberof'sto. .......__................................. MIN Type of construction_....... ................... Name: ompancy group(s): Exifts: Address: New: city/statezip. Phone: Fax;,, NOTIC& All contractors and subcm*wtmy are reqUbW 10 be licensed with the Omsm Conswiction Convacton Board under provisions of ORS 701 and my be required to be licensed in thr Business Name: 9 Le jurisdiction where work Li being perfornVd Jfrbc WpJicwtise%VM# Contact Name: Lp_0 -- r-d from licensing,the following re"M applies: Address: q 4 U-S S E, Rcv A32�4 ld 4. City/State/ZiE: U _,f I LLK L'AU, 22 7 Fax11_ 12 _;IL Phond 2 4 . E-M2dlJ: - Business Name: M- A ddress: L4 14 05 S w city/slate/zip; M 1,1 Afmtmt romived..................... .......................Cf 126c; pho, 5;(A CCRbc- Authorind Meder. 7%b permit appNomen VVM Ira Perm"b amt obtalmw whMn 110 day i~It has been accepted a e6w ktL MV ) ie m~elag at by Tr{-C*wnly Y^Mdng infterry%"It*%grd, em name i-.\Dsft\PerndtFonm\PldgPwnrnitApp,doe 01/03 ICAL RMIT- CITY OF TIGARD ELECT ICTED ENERGY RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2003-00185 20 13125 SW Hall Blvd..Tlqard, OR 97223 15031639-4171 DATE ISSUED: 5/26/03 SITE ADDRESS:09500 SW MURDOCK ST PARCEL: 2S i 11AC-02901 SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG Prolect Description: Install low voltage for security system. A.RESIDENTIAL. B.COMMERCIAL AUDIO& STEREO: .AUDIO& STEREO: INTERCOM& PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: SECURITY X _ 1 Owner: i Contractor: SCHOOL DISTRICT NO. 23 ELECTRIX LLC 115 V STREET VANCOUVER,WA 98661 Phone: Phone: 360-694-5094 Reg#: L W-69510M85 ELE 37-930C SUP 43985 FEES Required Inspections Description Date Amount Low Voltage Inspection [FLPRMT] ELR Permit 6/26103 $75.00 Elect'l Final I'AX] 8%State'Tax 6/26/03 $6.00 Total $81.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR. Specialty Codes and all other applicable laws. All work will be done. in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance,or if work -s suspended for more than V9,i,ys. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. (hose rules are set forth in OAR 952-001-0010 throuc a l� N Issued by Permlttet Signature1 ('{42 1'� ��v OWNER INSTALLATION ONLY J m The installation is being made on property I own which Is not Intended for sale, lease,or rent. W OWNER'S SIGNATURE: DATE:�� CONTRACTOR INSTALLATION ONLY w� _ SIGNATURE OF SUPR. ELEC'N T DATE:_ LICENSE NO: — Call 639-4175 by 7:00 P.M.for an Inspection needed the next business day Jun, 25 03 01 : 14p ELECTRIM 360 6950670 p. 2 Electrical Perndt Application Date receivedt,_, t, 3 Permit no.: EJ CJ .r rF, l a l:w City of Tigard , f � 1'm;ecyappl. no.: Expire date: City of 77gard Address: 13125 SW Hai;B!vd,Tigard,Oft 97223 Date issued: By. Receipt no.: -- Phone: (303) 639-4171 -- -- --- Fax: (503) 598-1960 _1'1'o i ( Gee file no.: _ Payment type: Land use approval: C I T Y O i" LJ 1 &2 family dwelling or accessory OCommercial/industrial UMulti-family U Tenant improvement 0 New construction W Additio-t/ilteration/replacement O Other:_ O Partial lob address; �pSuite no.: 1'rtx map/tax lot/account no.: Lot: Block: _ Subdivision: Project name_ �j —^ Demotion 4!ocatifm of work on premises: �Q� g.t UZZ �(�{4 yfq�q Estimated date of cons I tion/t a ection: Job no: ��. Fee Has Bu!iness name: E� �,� -i— - Deem tiers q ea) Tool 60.1at Address: 1 � S f rt C• r _ New re-diferstiall awelltr .ak aelu iMbdceapper nee. l::t Q State:U ZIP: Servicrinddedt _ y� UrLt.t.�okv r �1 4!0! Phone:y74 �. )S I Faxab(,o E`mai n load s, rt ur Icas 4 CCB no.: 1 t{BbSZS i Elec,bus.lic.no: q C „by Each additional 500 sq.It or!Omen thcroof -- Limited enap, residential 2 City/metro lic.no.:,S,85 _ Limited anotV, nce-raddatthl 2 /f IfL�i �✓ ,_ _� S^ Q`�- Each manurietured home or modular dwelling - - — - St nature of supervising elelricinn r fired Date Service and/or feeder 2 Sup.etre;. name(print): m ( r ( ►1 Licertso no: tt3' S 3errkesorfeedan-ieata11a1Mw, alteration or relocation: 200 amps or less 2 Name(print): _.S...=p...r-I.Onkmem a 201 amps to 400 amps _ 2 Mailing address: 015,DD 5 t! 40i amps ro 600 2 -_- -_— - 601 am s to IlN>!I 2 City: -1-1010wck state:O rl I ZIP:91MV-15707 Over 1000 amps or volts 2 Phone:5D3: qW— q Fax: I E-mail: Reconnect only v� _ I Owner installation: The installation is being made on property I own Toroporeryservices orreedt."- which is not intended for sale,lease,rent,or exchange accordidg to Installation,sueratlon,orrelocatlon: ORS 447,455,479,670,70). 200 rap'Of ler 2 201 amps to 400 nTp 2 Owner's signature: Date: 401 to 600 amps _J 2 Branch circalts-net,alteration, e,extenslonperpanel: Name: _ A. Fee for branch circuits with purchase-of Address: _ service or focder fee each brmh eircuitIL 2 City: State: ZIP: R. Fee for branch chsuita witkxn purtddaac — of service or Rxdcr hc,first branch circuit: 2 a Phone: Fax: E-mail: Each additional branch circuit: _ 4-- Mbc.(Service orfeedernot lmeteded): Each or irt( Hon circle 2 7qyetcau 5 snaps<utrnreteid []Hdlttrcarc faciNty �� p _ 0 amps•ntin`of I$2 d Hazardmn kxation Each sign or oullim lighting U Auilding ever 10,000 square flet fbur err Signal eirruh(s)or a limited energy panel. n volts nominal more residential units in one structure altorstion,or extension* - 2 U Building over three sones U Feeders,400 amps or more 'Description: W U Occupant Med over 99 persons U Manufhctured structures or RV park each addhNual iwtpectfoo over the allowable Many oftheabovet J U Fgradlighting plan G Other: Per on Submlt__sets of plana with any of the above. The above are not applicable to temporary construction service. other Permit fee......................S Nd all huisdlctions eeapd cralit ruder,please r call furlydlon fur mnrc nr Inlbstlon. Notice: This permit appllcad — I visa U MasterCard expires If a permit is not obtained Plan review(a! � %) S a«ad mrd number: �_—__ __ / / within 1Ro dnys after it has been State surcharge(8%).....S _ ET accepted as c rnplete. TOTAL.........................S Name of u e c.as shmvn oe eredlt card --_-�—� _ _ S Ca der sign twe - Amount _ IMldIs(mrom) PILP ;Itoy CITY ITY O F T I GA R D ELECTRICAL PERMIT- RESTRICTED ENERGY DEVELOPMENT SERVICES _ PERMIT#: ELR2003-00307 13125 SW Hail Blvd..Tiqard.OR 97223 (5031639.4171 DATE ISSUED: 2/17/2004 SITE ADDRESS:09500 SW MURDOCK ST PARCEL: 2S111AC-02901 SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG Prolect Description: Installation of limited energy for HVAC wiring. A.RESIDENTIAL B.COMMERCIAL _ AUDIO& STEREO: AUDIO&STEREO: INTERCOM a PAGING: BURGLAR ALARM: BOILER: LANDSCAPEARRIGAT: G; ,RAGE OPENER: CLOCK: MEDICAL: HVAC: DATAIfELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: X PROTECTIVE SIGNAL. INSTRUMENTATION. OTHER: TOTAL I OF • 1 Owner: Contractor: SCHOOL DISTRICT NO. 23 DANS TOP NOTCH SHEET METAL 6960 SW SANDBURG RD 594 C ST TIGARD, OR 97223 WASHOUGAL, WA 98671 Phone: 503-431-4000 Phone: 360-835-9364 Reg*: LIC 127507 ELE 6021,I411 FEES Required Inspections Description Date Amount Low Voltage Inspection JE.LPRMT] ELR Permit 10/10/200: $75.00 Eleet'I Final [TAX] 9%State Tax 10110/200< $6.00 Total $81.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 n, through OAR 952-001:P100. You may obtain copies of these rules or direct questions to OUNC at(503)248-0699. R N Issued by Permittee Signature OA/ ofj901,/('_ ?O OWNER INSTALLATION ONLY m The Installation Is being made on property I own which Is not Intended for sale, lease, or rent. S.7 LU OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N DATE: LICENSE NO: i Call 639 4175 by 7:00 P.M.for an Inspection needed the next business day Electrical Permit Au lication Received Electrical Dater�P Q�g5_OD, ,07 B /0 �'> Permit No.: L _ City of Tigard Planning Appa6val Date/By, Pe AL 13125 SW Hall Blvd. Plan Review - — Other -- /'/ "rigard,Oregon 97223 Date/By: 40 : Permit No: HfeAw�-'V( -- Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Internet: wwwDate/By Case No...ci.tigard.or.us Contact J See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: su tem mal Information. TYPE OF WORK PLAN REVIEW ewe cheek all that SPPbr)� New Construction Dnt Deli1011tioti _Service over 225 amps- Health-care fccility commercial Hazardous loc :ion dition/alteration/rrplacemOther: Q Service over.320 amps-rating of ❑Building over 10,000 square feet, CATFC_ORY OF CONSTRUCTION I tit 2 family dwellings four or more residential units in I &2-Family dwelling Commereial/lndustrial ❑System over 600 volts nominal one structure Accesso Buildln Multi-Family ❑Building over three stories Q Feeders,400 amps or more i __ LJ amy (]Occupant load over 99 persons ❑Manufactured structures or RV park Master Builder Other: ❑EgressAighting plan I Q Other:_ JOB$ITE INFORMATION and LOCATION Submit__sets of plant.with any of the above. The above are not■ Ilcable to tem raconstruction service. Job site address: 9SOo 55w A"J.,k �� nE. r-ULg Suite#: Bldg./Apt.#: Number of Ins ectlons er mitallowed Project Name: t 1 — — Description — Qty Fee(to.) Total �t !_ �[wt P n Cross street/Direction t0 job site: New residential-single or multi-family per dwelllug self.Includes attached garage. Service Included: 1000 sq.ft.or less _ _145.15 4 Each additional 500 sq.ftor portion thereof 33.40 1 Limited energy,residential 75.00 2 Subdivision: Loi#: Limited energy,non residential _ 75.00 2 Tax map/parcel #: Each manufactured home or modular dwelling DESCRIPTION OF WORK service and'ot feeder 90.90 2 /�,,�� Services or feeders-Installation, ✓uT w �"�i c p r tir/13 ,� 1 i I^�_ alteration or relocation: 20La m 30 r less _ _ 80.30 2 201 aTp.to 400 amps 106.85 2 401 amps to 600 am 160.60 2 El PROPERTY OWNER ! TENANT 601&trips to 1000&trips 240.60 2 Over 1000 amps or volts 454.65 2 Name: — Reconnect onl 66.85 2 Address: Temporary services or feeders-Installation, 200 alteration,or relocation: City/State/Zip: 20o amps or Tess 66.85 I Ph ee: _ Fax: 201 amps to 400 amps 100.30 2 APPLICANT CONTACT PERSON 401 to 600 amps 133.75 2 Branch circuits-new,alteration,or Name: ati s pn extension per panel: Address: Sq _s T- A Fee for branch circuits with purchase of service or feeder feeeach branch circuit _ 6.65 2- City/State/Zip: 0lrB.Fee for branch circuits without purchase of service or feeder fee,first branch circuit 46.85 2 Phone: 3��.gQS-rqy F3X:_ U 3 5-- Each additional branch circuit _ 6.65 2 E-mail: Misc f Service o•fader not included): L _ CONTRACTOR Each purn or irrm ion circle 53.40 2 ---- Each sign or outline lighting 53.40 2 .lob No: Signal circuit(s)or a limited energy panel, / LCr Business Name: alteration,or extension — — Pse 2 l _ 2 dN 3 b� Descri tom -- �� l Address: sr Each additional Inspection over the allowable In any of the above: J Cit /State/Zi koa _ -7 Per inspectioWperhour min. Ihout i 62.50 Phone: -_ Fax: O Investigation ree: _ U CCB Lic. #: U Lic. #: �S ;Vl other' J ---- . shcuint Supervising electrician ,,/,,,, lc'✓t, (�� Subtotal S c signature rtguired_ _ Plan Review(25%of Permit Fee $ Print t tame: Lic. #: State Surcharge(8%of Permit Fee) S yL TOTAL PERMIT FEE S _ Authorize l Notice: This permit application expires If a permit Is not obtained within Signature: _ Dater 180 days after It has been accepted as complete. 'Fee methodology set hy'Trl4'ounty Building Indue,ey Service Board. (Please printan�irte) i:\Dsts\Permit Fotms\ElcPerini tApp.doc 01103 all f;lectrical Permit Application -City of Tigard Page 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: RESIDENTIAL WORK ONLY: Feefor all systems............................................................ S75.00 Check Type of Work Involved: F] Audio and Stereo Systems* ❑ Burglar Alarm G\..,,geDoorOpener* Mtilation and Air Conditioning System* GVems* O _ -- _COMMERCIAL Wckw ONLY: Fee for Ing system.......... ...................................... ...... $75.00 (SEE OAR 918-160-2601 Check Type of Work Involved: Audio and Stereo Syste Boiler Controls Clock Systems Data Telecommunication Installs' 0 Fire Alarm Installation NK01,1,1VAC Instrumentation Intercom and Paging ystems I-sndscape Irriga n Control* El Medical Q Nurse(' s CO) Ou nor landscape Lighting* I 'Protective Signaling Other t9 to +umber of Systems * No licenses are required. Licenses are required for 11 other installations i:\Dsts\Perrnit Forms\ElcPermitAppPg2.doc 01103 [� ELECTRICAL PERMIT ~CITY OF TiCAR _ PERMIT 0: ELC2003-00634 DEVELOPMENT SERVICES DATE ISSUED: 10/15/03 13126 SW Hall Blvd.,Tinard, OR 97223 (503)6394171 PARCEL: 2S111AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: ZONING R-4.5 BLOCK: LOT: JURISDICTION: TIG Project Description: Install(1)branch circuit to HVAC(rooftop). r _ RESIDENTIAL UNIT TEMP ERVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAUPANEL: MANF HMI SVC/FDR: 601+amps-1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 snip: 1st W/O ERVC OR FDR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 631 - 1000 amp: PLAN REVIEW SECTION 1000+amp/volt: >-4 RES UNITS: >66:VOLT NOMINAL: Reconnect only: SVC/FDR>-225 AMPS: CLASS AREAISPEC OCC: Owner: Contractor: SCHOOL DISTRICT 140.23 RITE WAY ELECTRIC 6960 SW SANDBURG RD 2904 THREE LAKES RD.SE TIGARD,OR 97223 ALBANY,OR 97321 Phone: 503-431-4000 Phone: 541-926-0504 Reg*: ELE 22-77C LIC 40077 FEES _ SUP 32495 Description Date Amount _ Required Inspections [TAX)80/State Tax 10/15/03 $3.75 [ELPRMT)ELC Permit 10/15/03 $46.85 RoughFinal Elect'I Final Total $50.60 This Permit is issued subject to the regulations contained in t1;3 Tigard Municipal Code,State of OR.Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if wank is not started within 180 days of Issuance,or If work Lg suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246-6699 or 1 800-332-2344.IL Permit Signature: � Issued By: [L �,Q�Q. �� ,�ti 9 _ _ OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. m OWNER'S SIGNATURE: DATE: L7 r CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC.'N: _ DATE: LICENSE NO: Call 639-4175 by 7:00pm for an Inspection the next business day 01110/2.0n7 11:11 FAX 5036981960 CITY OF TIGARD 1002 Electrical Permit Appli a tion- -- DatcrtxcJvtd: �-i Pvmitno; 3-UO City of Tigard �,� ProjecVappl.no.; Buplredatc: City Ofneard Address: 13125 SW Hall 61�d! igard,O g — Phone: (503)639-4171 1�lo Daw lssuwl: 8y; Receipt no Fax: (503) 598-1960 Case We no,: reyincnttypc. Land use approval: O� Co �' - T�C ❑ 111111111121112 301 1 &2 family dwelling or accessory W�IOornmerciaMndiistdal D Multi-family O Tenant impsoYement O 1Jtw construction p Additiont/alteratirmlrrplaament O t)tlter:`—_ ❑Partial 1 lob address; �(��r 8t no.: Suite no.: Taut m /lax IM/account eo.: Lot $tock:_ Subdivision: - — ^-- Ymjcct name: Description and location of work on premises: Estimated date of eompl CONTIZ%Iurojj1 Job on; M 71. 1K+or s l g�� qWall uUSInvu name: i -1 � , — - W - raW ew.to ip Address; 2,C A a.t�tart,taettaMs atml~tYlaprstfa e�ty: scan zrP• 1'honc Rax 1 am E-mail: 1000 sq.fr or Tan y CCB no.; p Elec.(ws.1 noFach add desi o300sq.R a an oNlaerec► -� - Umitcdaav .rotid:•ntid :Z Oq/metro lir~no-: `---- f.irrutcdcarrr�y,non�tridartia! Foch ntarwtacturM home or modular dwelling SipwWreofs CCtrician aired) Uaic — Serviceend/orhedei 1 Sup.elect name(print): Liflr, cet to net T t I 's or(ceder: traryr + on. 1 alterritien or naneallor I00 amp-.or 61 :2 Name(print): 201 w %to 400 a :2 - _ -- - 401 to sal en, z Mailing ntldre6s: FIs �pOT+ 10 amps City' StatC: ZIP- mpr Over 1000 aor volts Z Phone., r x: &tDad. ^` Reco,rla3tr*r� 4 1 Owner or lbe installation is being tirade on propeM i own 7tia�011WMtvkeerfeeeera which it not intended for sale lease,rent,or exchange according to las4A+doa.artlersttoa,orrcbo.dere ORS 447.455,479,670, 701. 2hof1°p.I of is" ? 201 a to 00 1 2 Otvncx'3 Si�1latUre: DatC 401 to Nampa Z Branch drealts-6".�U+vatiiom, Na.mG: rr.t or c:tenstat per paact: p — "1►� �Y�--- A. Fa:for brx"ch ekzn4tr with purr hme of. Address: J- serveda froderfbe.each brmtchcitault 2 yC7ty S�t�ko: Statc: Q ztP: rep)S 8. Fca fer tt wlrhove puiclnse phon C )P �� tN11: of Irervtee or recant fee,Mt Dtartdr circuit: ) z h +drgdondbtanoAdredt hilae(Servloeor eraettnclttded)r []Setviteovaagagaiiia =14MININUIUMVILge 11111 Nis 11 ns mptcvmmordal 0Hadthrwtf3tilily Each plavorirti adondrde 2 0SeMmavcr320err;Ps-►atingof16t2 0Ha2ardouslourion 6x,61 nocoutunetlphtinx 2 u' hmilydWd!lr+r- gguildinSover 10.000m. ,,wfee+row6t Sisedolrr►it(s)Ora limited energy plW W O Syttetnever600 vola rro+ninal ntor t-7;dential units In onoanuir"ne alteration,oretttension" J 2 d 9uiltiin6vatl+eeester{sc U Reeder-400aAWormom O Occupant load over 59 persons O Manufactuted awe mrca or Rv patit 0p4mmilightinpplen 0Other lnebaAAYtoruliRsptetinraoveelLeelb auyo!$s°Net� - Pafnspectlon submit_sett of ptem wits smy of the above, Invetti�ation fon r� ??r chore Am not applicable to(itimporaty cvaRvtti.)n s"rc. Othn N,4 di}urtrdicdom sompi r-A'i c d,,plena call jbdsdcdoe ra moro latmoat;nn Notice:TbJsv Permit fee ...._.. ... $ pextriit application •- Cl vin o M and expir+xo If a permit is not obtained Plan rtview(at- `_95) T Cmdt aidtnmbar; 0 within 1E0 days after it has been State surcharge(11%)—S ° a tales 0110 t occP ooapiebs. '.TOTAL.............-........S. s 71/ 1;2q0£ 1 0N. - 991 9Z6 IM 1 000:9 £OOd 'W100me CITY OF TIGARDBUILDING PERMIT PERMIT 0: BUP2003-00353 DEVELOPMENT SERVICES DATE ISSUED: 6/12103 13125 SW Hall Blvd..Tigard.OR 97223 (503)639-4171 PARCEL: 2S111AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ALT FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: E1 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SFIKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR AL.RM : HNDICP ACC: HEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 15,000.00 Remarks: New exterior doors, exte•ior entry window wall and door, remove skylights. Owner: Contractor: SCHOOL DISTRICT NO. 23 PAR TECH CONSTRUCTION INC 13783 FORSYTHE OREGON CITY, OR 97045 Phone: Phone: 503-557-8300 Reg 0: LIC 109451 FEES REQUIRED INSPECTIONS Description Date Amount Electrical Permit Required [BUIL.D] Permit Fee 6/12/03 $358.30 Framing Insp [TAX] 8%State Tax 6I12J03 $28.66 Final Inspection [BUPPLN]Piss Rv 6112/03 $232.90 [FLS]FLS Pin Rv 6/12/03 $143.32 Total $763.18 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-6699 or 1-800-332-2344. Issued By: '4 ki key PermitteeNIC-0-0 0-T Signature: z - 03 r?n✓�r�l�rid��r"h Call 6394175 by 7 p.m.for an inspection the next business day Suildinz Permit Ap licat-lonk _ Received Building Permit No. 0 _130 3-� Planning Approval Other City of Tigard Date/By: _ __ Permit No.: 13125 SW Hall Blvd. Plan Review Other "Tigard,Oregon 97223 Date/f) :if Permit No.: _ Phone: 503-639-4171 Fax: 503-599-1960Post-Rev' Land Use pat� Case No. _ Internet: www.ci.tigard.or.us contact Juris.: See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: _ Su lementil Information TYPE OF WORK _ REQUIRED DATA: New construction _ Demolition 1&2 FAMILY DWELLING Addition/alteratian/rc lacement Other: CATEGORY OF CONSTRUCTION Note: Permit fees•art based on the total value of the work performed. Indicate T — the value(rounded to the nearest dollar)of all equipment,materials,labor, 1 &2-Family dwelling Almmercial/Industrial overhead and profit for the work indicated on this application Accessory Building lti-Family Master Builder Valuation......................................................... $ _ JOB SITE INFORMATION,N anti LOCATION No.of bedrooms: No.of baths: Job site address: D• SW �W 1��__ T Total number of Boors..................................... New dwelling area(sq.ft.).............................. Suite#: #&A I Bid ./A t.#: _ Garage/carport area(sq.R.)............................ Project Name:"j{,r){/q„L1b0 eft• "W9L Covered porch area(sq. ft.)............................. Cross street/Directions to job site: Deck area(sq. ft.)............................................ 5w � Other structure area(sq. R.)............................ 15 Subdivision: _ Lot#: 2 p Tax mapion,_ l #:y�, �- Note: Permit fees'are based on the total value of the work performed. Indicate r DIFSCWPthe value(rounded to the nearest dollar)of all equipment,materials,labor, TION Or WORK �-- -- overhead and profit for the work indicated on this application. Valuation......................................................... S 3S 900 J4S1v�br�. � rvl _Ztg a - �' -�---� Existinf;building area(sq.R.)......................... NA__--- vg��MyMt►'SLt h _IVt�wv+ly\ ys++� New building,area(sq.ft.)............................... 0tlJGrl ;� W►tt�sa �40� V` tM� Number of stories............................................ —�—-- Z:ROP 1 T; TENANT . �v Type of construction....................................... sL` 44__1 _._ Namc "U&AW7- A! '�rC�DOL r7lW- Occupancy group(s): ExistNew: �l — — Addr°ss: 6'llt.o SW SA#Ag*q 4! eo*T _ City/State/Z;-): 1-1&AWJ0 Owt. 9-711 Ft 3 _ - Phone:SO'!' '�1+ a Fax: � NOTICE: All contractors and subcontractors are required to be CONTACT PERSON licensed with the Oregon Construction Contractors Board under -ILAPPLICANT provisions of ORS 701 and may be required to be licensed in the Business Name: OVLA, O MSO V_14"MS jurisdiction where work is being performed. If the applicant is exempt Contact Name: r-Et it _;7&&m%ON from licensing,the following reason applies: Address: 30 ilw_ (iAsHaW0_1 S'C. 4 Zoo -- m. Cit /State/Zi : 11aWirPi Lw-- RT?A a Phone: 501)- T4 »WO Fax: 273co E-mail: i Business Name: "t'Y3!'), Fs-1`+ Fees due upon application.............................. S __ Address: 137$ rDit5`/7 N0– /' w City/State/Zip: (jb@V C T'l( OR 4 —6cf Amount received........... ...... .............. .......... Phone: y'1 9d oo Fax: SS) 83 If Date received:--------. CCB Lic. — Authorized Notice: This permit application etplrei It a permit is not obtained within Signature: Date:__,... Date: rg�Q.� 180 days after It has been accepted at complete, 1((( W t14 t-t- �_R— �� 'Fee methodology set by Trl-('ounty Building Industry Service Board. (Please print name) iA\Nts\Pcrnit Forms\BldgPermitApp.doc 01/03 P1an.Submittal Requirement Matrix Commercial & Multi-Family City of Tigard New, Additions or Alterations TYPE QF SUBMITTAL (includes Rew, doitioh ".0 Alter�t�or� 4 ;. ,.. Site Work 4 (must include location of all accessible parking) Plumbing - Site Utilities . 2 , Building 1* Fire Protection System • 3�* ^- ' ' '' • r Mechanical 2" •... Plumbing - Building Fixtures 2 Electrical ' 2 • ' "• 1 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request i additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). I I *For over-the-counter commercial tenant improvements, submit 7 sets of plahs. **"New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3"technicians. I:%dstalfonnsXRanSubMatrix-doe 2/27/03 CITY OF TIGBUILDING PERMIT DEVELOPMENT SERVICES DATE EIS ISSUED: 7823/200400318 13125 SW Hall Blvd.,Tiqard.OR 97223 (503)639-4171 PARCEL: 2S111AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: st N: S: E: W: - TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: E1 TOTAL AREA: 0 sf ROOF CONST: FIRE RE f? OCCUPANCY LOAD: 298 BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNnICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 30,550.00 Remarks: Fire sprinkler addition Owner: Contractor: TIGARD TUALATIN SCHOOL DISTRICT SOUND FIRE PROTECTION INC 6960 SW SANDBURG ST 10756 SE HWY 212 TIGARD, OR 97223 CLACKAMAS,OR 97015 Phone: Phone: F-774-5109 Reg#: 6ST3775 00003483 FEES LIC REQUIRED INSPECTIONS Description Date Amount Sprinkler Undrirslab Inspec [BUILD] Permit Fee 7/1/2004 $328.30 Sprinkler Rough-In [TAX]8%State Surchar! 7/1/2004 $26.26 Sprinkler Final [FLS] Fi.S Pin Rv 7/1/2004 $131.32 Total $485.88 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is ~ not started within 180 days of issuance,or if work is suspended for mnre than 180 days. ATTENTION: Oregon law requires you to fallow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAP.952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-6699 or 1-800-332-2344. U Issued By: _1 _ Permittee Signature: Call 639-4175 by 7 p. . ;an spectlon the next business day Fire Protection System Builefin �el'nliift�1114 Received Building j t?ak/By: T� emit No.: A 'e Lits of Tigard JUL 2004 Planning Approval -- Other — - — Date/B : Permit No.: 13125 SW Hall Blvd. Plan Review other Tigard,Oregon 972230^04 GITY OF TIGARD Date/By. Z Permit No.: Phone: 503-639-4171 lax)"WrWl@0k 1( Poland Use Internet: www.cl.tigard.ot.us ContWMacy:Post-Review Case No. — g Contact O.See Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: t0• supplemental Informs an TYPE OF WORK - 1U;QUIlRED DATA: New construction Demolition I do h'J 1WLY DWCLLING Other: Addition/alteration/re lacement _l her: — — - CATEGORY OF CONSTRUCTION Note: Permit fees'are baud on the total value of the work performed. Indicate 1 &2-Family dwellinpz C_omIT►ercial/Industrial _ the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the work indicated on this application. Accessory Building Multi-Fames_ Master Builder Other: Valuation......................................................... s_ J RITE INFORMATION_and LOCATION No.of bedrooms: — No.of baths: _- Job cite address: f s Total number of floors................................... . __-- _ t 4 t�J -� New dwellingarea R. _ Suite#: — -- -- 131d /A t.#: -- - (sq. )........................ . B� P Garage/carport arca(sq.R,)........................... Project Name: T _ c Covered porch area(sq.R)...................... ... 1--_— �rJ(� --— Cross street/Directions to job site: Deck arca(sq.R.)................................... ....... Other structure area(sq.R.)............... .......... -- -- Subdivision: Lot#: Tax map/parcel#: Note: Permit fees*are based the total value of the work perforated. Indicate DENCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, -- --- -'—" overhead and pi for the work indicated on this application. Valuation......................................................... .30 1-567 Existing Existin building arca fl. --- - - -------- New building area(sq.R.)............................... Number of stories............................................ PRO YtT�Y- L TENANT Type of construction....................................... Name: Occupancy group(s): Bloating: New: Address: City/State/Zip: _ _.-_. Phone: Fax; NOTICE: All contractors and subcontractors are r• required to h _G ACT CONTPER80N licensed with the Oregon Construction Contractors Board under _,.�- — provisions of ORS 701 and may be required to be licensed in the Business Name: guu,,,.� R rrtN4 _ _ _ _- r jurisdiction where work is being performed. If the applicant is exempt Contact Name: / i n( 4 /L` ! from licensing,the following reason applies: Address: 1 p 34:�(,t2 HkJy -__�-- — - City/State/Zip_ Ort- Phone: -3 Fax: E-mail: a i - CONTRACTOR i _Business Name: cSd N N F l t_0 AIW JZ Fees due upon application..... ... .................. . 9 Address: Sh,mom Amount received........ Cit /State/7,i Phone: ,, F-1 Fax: Date received: CCB Lic. #: 7 (? y ca --A - - — Au � i/ Authorized r /� Notice: This permit application expires If a permit Is not nhtsined within Signature: 1Date: 1. I 180 days after It liar been accepted as complete. OU2 7� r_ V I�G�N N T Q� "Fee methodology set by Tri-County ounty Building Industry 3erviee Board. (Please print nam e) t+3g1-o7-1133 is\Dsts\Permit Fomv\BldgPermitApp.doc 01/03 Fire Protection Permit Check List ` Describe work to be done: A.) W New B.) Moo'`(ication to sprinkler heads only: ❑ Addition U 1-10 heads: No plan review required. ❑ Alteration ❑ 11+ heads: Plan review required. ❑ Repair Number of sprinkler heads: AddWbnal description of work: T ,2(S SPK Z. 5 y ST&7 R A IDpaC7 0 N(_W ^O d!?T cam/ -1-0 C_� i^J4, e.G Ad a L- T e of System (Complete p B C or D as applicable): A.=6Qmmercial Sprinkler Wet 3 D _❑ _ A itional Standpipes Infor ation: Hazard Group �,t� t�tr 14 ►o inn, \ Densit • _ Design Area K. Factor . �^ Sprinkler Project Valuatl n: $ a 42 4 5B-0 B. Type I - Hood Fire uppression 8tem Hood Project Va C. Fire Alarm Submittal shall Etkttery Calc ations Yes ❑ Include: Inds 'dual 9brnponent Yes ❑ Cut e s Fire Alarm Aoject Valuation: $ &ZA D. Resitlen lal Sprinkler(Stan Alon stem Square Footage: _ Permit e: 0 to 2,000 $187.50 2,001 to 3,600 $2.32.50 3,601 to 7,200 $292.50 7,201 and great $381.50 /tprinkler Project Square Foot a e: s . ft_ __ Project Valuation Subtotal A( , B & C): $ Z P it fee based on valuation (see attached chart): $ z�, y i Permi a based on square footage (D) see fees above): $ State Surchame 8% of Permit Fee: $ _ FLS Plan Review 40% of Permit Fee: $ TOTAL: $ _ VS. $ Plan r iew requires a completed application and 3 sets of plans at submittal. Plan view IF are required at submittal. "New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. 1Ad9tsV&m TPScheddlstdx 0=8/03 CITY OF TIGARD ' DEVELOPMENT SERVICES ELECTRICAL PERMIT — 13125SWHall Blvd.,1lgrrd,OR97223 (M)M4171 RESTRICTED ENERGY PERMIT #a ELR98-0111 DATE ISSUEDs 04/17/98 PARCEL: 2S111AC-02901 SITE ADDRESS. . . :09500 SW MURDOCK ST SUBDIVISION. . . . s ZONINGsR-4.5 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . a JURISDICTNt TIO Project Descriptions Fire alas systom for Templeton. System only. ------------------------------------------------------------------------------------- A. RESIDENTIAL--------- B. COMMERCIAL-------------------------------------- AUDIO & STEREO. . . a AUDIO It STEREO. . : INTERCOM & PAGING. . s BURGLAR ALARM. . . . t BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . t GARAGEOPENER. . . . a CLOCK. . . . . . . . . . . t MEDICAL. . . . . . . . . . . . I HVIiC. . . . . . . . . . . . . t DATA/TELE COMM. . s NURSE CALLS. . . . . . . . t VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . sX OUTDOOR LANDSC LITEs OTHERS to HVAC. . . . . . . . . . . . s PROTECTIVE SIGNAL. . t INSTRUMENTATION. t OTHER. . s 11 TOTAL # OF SYSTEMSt 1 yOwner: ------------------ -------------•---------------------- FEES ---------------- TIGARD TUALATIN SCHOOL type amount by date recpt DISTRICT #23J PRMT 40. 00 GED 04/17/98 98-305037 13137 SW PACIFIC HWY 5PCT • 2. 00 GEO 04/17/98 98-305037 1IGARD OR 97223 Phone #s 503-684-2235 Contractor: ---•---------------------------- ------------------------------------- CAPITOL ELECTRIC CO INC $ 42. 00 TOTAL 12810 NE AIRPORT WAY I IN I T 1 ------ REOU I RED INSPECTIONS — --___ PORTLAND OR 97230 Low Voltage Insp Phone #s 255-9488 Elect' l Final Reg #. . .- 000487 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of On. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This pent; wlll expire if wmrk is not started withii IM days of issuance, or if work is suspended for more than 1911 days. ATTE1ltIION: Oregon law requires you to follow rule adopted by the Oregon Utility Notification Center. Those rules are set forth in ON 952-01-Mll through OAR 962-MI-NM. You may obtain copies of these rules or direr Ostia GUMC 1313124b-1987. 01 Issued by CGI _ Permittee Signat uv:e — a r ------ 0� --------------------- -OWNEP. INSTALLATION ONLY-------------------------------- W The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURES DATF-t FD -----------------CONTRACTOR INS'i LLATION ONLY--------------------------- UJ SIGNATURE CIF SUPR. ELEC' N s / DATE: LICENSE NO: +++++++++++++++A+++++++++++++++++++i+++++++++++++?-++++f.+++++++++++++++++++++++++ Call 639-4175 by 7:00 P. M. for an inspection needed the next business day ++++++++++++-F++++++++++++++++i+++++++++++++++++++++++++++++++++++{+++++++++++46++ pAMIRP Y 10 F3W�6- 01b3 CITY OP TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: ' 7 13125 SW HALL BLVD Date Recce TIGARD OR 97223 PRINT OR TYPE I V-503-639-4171 X304 Permit#: F -503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Development Project TQC _TYPE OF WORK INVOLVEL)-RESIDENTIAL ONLY t l.I„PVIi I c'� � �1 ' F�� Restricted Enemy Foe........................................ 10.00 (FOR ALL SYSTEMS) JOB Strf qt Address Ste 0 Check Type of Work Involved: ADDRESS C 1DW fteDOCK- City�/Statr) Z� b El Audio and Stereo Systems N2-14 arhe AR- - n r B-irglar Alarm 4 ❑ Garage Door Opener- OWNER Mailing Address City/State Zip Phone• Heating,Ventilation and Air Con�lRm ioning Syste ' Name - Vacuum Systema" P Ito L �_tical CIO., 106 n Other CONTRACTOR Mailing Add ess E A`2PO A W Y Ir TYPE OF WORK INVOLVED-COMMERCIAL ONLY (Prior to issuance a Cit /Slate 71,0- Phone 1f Fee for each system............................. .......— ..... $0.00 copy of all licenses '457- I (SEE O 1R 918-280-280) are required If Oregon Conlr Brd Lic.0 Exp.Date expired in C.O.T. Check Ty?e of Work Involved: data base) EZec rI al Contr.A-ic.0 10.Date I at F-1Audioand St�roo Systems C.O.T.or Metilb Lic.0 Exp.Dale ❑ Boiler Contmis Owner's Name -rwh7rl0 --P(TAQ D Clock Systems OWNER- Mailing Address APPLICANT ❑ Data Telecommunication Installation City^tate Zip Phone 11 Fire Alarm Installation This permit is issued under UAE 918.320-370.This applicant agrees to make only restricted energy Installations(100 volt amps or less)under this ❑ HVAC permit and to do the following: ❑ Instrumentation 1 Only use electrical licensed persons to do Installations where required. Certain residential and other transactions are exempt from licensing. ❑ Intercom and Paging Systems These have asterisks('). All others need licensing; ❑ Landscape irrigation Control' 2 Call for inspections when installation under this permit are ready for inspection at 503••8394176; ❑ Medical 3 Purchase separate permits for all installations that are not ready for an Nurse Cells inspection when the inspector is out to inspect under this permit; 4 Assume responsibility for assuring that all corrections required by the Outdoor Landscape Lighting' H inspector are done,and; (n ❑ Protective Signaling 5 Assume responsibility for calling for a final inspection when all M the J corrections are comrleted ❑ Other Lo Permits are non-transferable and non-refundable and exoire if work is not Wstarted within 180 days of Issuance or if work is suspended for 180 days. Number of Systems J The persor,signing for this permit must be the applicant or a person No licenses are required. Licenses aro required for all other InstellcNons authorized to bf d the applicant. if F�E4: CvL� _ Slgnat re ENTER FEES 5%SURCHARGE(.05 X TOTAL ABOVE) 11 Authority if other than Applicant TOTAL 60 _ i\dstsvese;e doc 7197 -— SEWER 08NNEe++EW PERMIT CITY OF TIGARD DATEIISSUEDa. 07/09/x966-0136 COMMUNITY DEVELOPMENT DEPARTMENT 0125 sN H&N BOW.Tipard,OreW 07223H199 (503)1130-411h PARCEL s 2S 1 1 1 AC--02901 `.�I l E ADDRESS. . . : 09500 SW MURDOC:K ST SUBDIVISION. . . . a ZONINGS R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . a TENANT NAME. . . . . : TEMPL.ETON ELEMENTARY SCHOOL USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 14 CLASS OF WORK. . . :ALT DWELLINU UNITS. . a 1 TYPE OF USE. . . . . :ED NO. OF QUILDINGSs 0 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf Remarks: Internal modifications — Templeton Elementary School Owner -------------------------------------------------------- FEES 1I0ARD TUALATIN SCHOOL type amoLtnt by date recpt DISTRICT #23J PRMT f 2200. 00 CJS 07/09/96 96-281428 13137 SW PPVI F I C HWY JIGARD OR 97223 Phone #: 503-684-2235 Contractor,: ------------------------------ MICHAEL WATT PO BOX 82374 36225 BE 17TH PORTLAND OR 97282 ------------------- --•-------.__—_—_--__ Phone #: 238-0866 f 2200. 00 TGTAI- Reg #. . : 64584 --- ---— REOU I RED INSPECTIONS --- -This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 188 days free the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not 'ocated at the measurement given, the installer shall prospect 3 fee', in all directions from the distance given. If not so located, the installer shali purchase a "Tap and Bide Sewer' permit and the I ar mittee Signatk_We ; r — . 4. CAII for inspection — 639-4175 OC H co 8 W ,M CITYOF116VARD BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT ape PERMIT #. . . . . . . t SUP91-0189 13:26 9W"d ftd P.o."NW,Tgm4 demon paras(:10:1)pNt 7f 639--4171 31TE ADDRESS. . . : 9500 SW MURDOCK ST PARCEL: 2S111AC-02901 SUBDIVISION. . . . : ZONING: R-4. 5 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . . REISSUE: FLOOR AREAS--- -- -- -- - EXTERIOR WALL CONSTRUCTION- LL•ASS OF WORK. :NEW FIRST. . . . : 1440 s f Ni S1 Ea W1 TYPE OF USE. . . :ED SECOND. . . : sf PROTECT OPENINGS?------------- TYPE OF CONST. :5N THIRD. . . . : sf Ni Se Es Ws OCCUPANCY GRP. :E 1 TOTAL.-------: 1440 sf ROOF CONST t B FIRE: RET?:Y OCCUPANCY L JAD:72 CASEMENT. : sf AREA SEP. RATED: STOR. : 1 HT. : 10 ft GARAGE. . . : sf OCCU SEP. RATED: NSMT?:N ME Z Z?:N READ SETBACKS---------- REQUIRED------------------ - FLOOR LOAD. . . . :40 pFr LEFT: ft RGHT: ft FIR SPKL:N SMOK DET. . sN DWELLING UNITS: FRNT: ft REARt ft FIR ALRMtY HNDICP ACC:Y SF_DRMS: BATHS: IMP SURFACE: PRO CORR:N PARKING: VALUE. 8 : 4500 ReMarks; install portable structure for c^ classrooms. Owner• ___._.__.__---------__.___.____.________._____-- --_____.__._____-._-- FEES _-------------- BELIG/LEE/RUEDA ARCHITECTS type amount by date recpt -13 SW ASH STREET #201 TIF f 2884. 00 JLH 09/11/91 - PRMT t 50. 50 JLH 09/11 /91 - PORTI.AND OR 97204 PLCK $ 32. 83 ,JLH 07/15/91 21E399 Phone #t 224-0173 FIRE $ 20. 20 JLH 07/15/91 215399 5PCT $ 2. 53 JLH 09/11/91 - Contract or- : --------------------------------- AMERICAN ----_---..------------------__-AMERICAN MODULAR SYSTEMS . A.) 10466 �S 10466 SUNNVS IDE ROAD SE rYl SALEM OR 97352 ----------•--------------------- ------.- Phone #: 364-1602 t 22990. 06 TOTAL Req #. . : 447:,,, -- ---- - 'cEQU 1 RED INSPECTIONS ------- This opsit is issued subject to the regulations contained in the Foot/Found Insp T Tigard Municipal Code, State of Ore. Specialty Codes and all other Slab Insp applicable laws. All work will be done in accordance with Fire Alarm Insp approved plans. This permit will expire if work is not started Mi sc. Insper..t i on within 198 days of issuance, or if work is suspended for more Final Inspection d. than 198 days. F Issued By : - W Call for inspection - 639-4175 e�s, i 131usw HmM Bwd PLNCVRECT N CITY OF TIGARD �o 97MPERMIT 0 COMMUNITY DEVELOPMENT DEPAR C A4ENT fi14111 DATE ISSUED JOB ADDRESS: 9500 SW Murdock TAX MAP/LOT ZS! Il�G OZ9�: SUB: LOT: LAND USE: yr VALUATION: 4500 OWNER SPECIAL NOTCS NAME: Tigard - Tttalati ❑ Rnhnnl fli_ckrirt 93.7 , REISSUE OF: ADDRESS: 13137 SW Pacific Hwy. LAST REISSUE: Tigard, Oregon 97223 FLOOD PLAIN/ PHONE: 503-620-1620 SENSITIVE LAND: CONTRACTOR APPROVALSQ( UIRE_D a uo04!-o0o G NAME: American Modular Systems , Inc . PLANNING: ADDRESS: 10,466 SUnnycide Rd SE ENGINEERING: _ _ Jefferson, Oregon 97352 FIRE DEPT: PHONE: 503-364-1602 _ OTHER: CONTR. BOARD #: 44755 EXP DATE: 4-92 ITEMS REQUIRED SUBCONTRACTORS: PLUMB: Blazer Industries LIST/SUBCONTRACTORS: MECH: Blazer Industries BUS TAX: ARCH/ENGINEER CALCULATIONS: _ IIAME� Selig, Lee, Rueda _ TRUSS DETAILS: ADDRESS: 213 SW Asti St. , Room 201 OTHER: _ Portland, Oregon 97204 PHONE: 503-224-0173 N PROPOSED BLDG. USE: Classroom _ C7 COMMENTS: 7/F 4, A TABIW �04 dA 010241M S[�'�� '!! -!�1%►�M� URE Received By: Date Received: �� PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. SAL. DUE 10-432 00 Building Permit Fees '510, tY-0, 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building Plumbing Mechanical 10-433 00 Plans Check Fee 6?3 Aww— Building Plumbing Mechanical 10-230 06 Fire z"Zo _; _A0 _ 30-202 00 Sewer Connection 30-444 00 Sewer Inspection ` 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees _ 25-448-06 Institutional TIF FeesT10-3 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees r- 52-449 00 Parks System Dev Charge (PDC) _ 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _ 24-445-01 Water Quality (Fee in lieu of) 3 �S 24-445-02 Water Quantity (Fre in lieu of) m Lu TOTAL_ SOb 53,03 3 nm/3587P.WPF --''�� BUILDING PERMIT 0000 CITY OF TIGARD DATEIISSUEDs. O7/09/966-0163 COMMUNITY DEVELOPMENT DEPARTMENT 12126 BW Has Blvd.Tle.►d,apo► e7222•elee (so21 ego-4171 PARCEL s 2S 1 1 1 AC-08901 ADDRL55. . . 1 09500 SW MURDOCK ST SUBDIVISION. . . . a ZONING:R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . s ------------------------------------------------ REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION-- CLASS OF' WORK. :ALT FIRST. . . . a 49146 sf Ns S. E: W: TYPE OF USE. . . :ED SECOND. . . : N sf PROTECT OPENINGS?--------------- TYPE OF CONST. :5N . . . 1 0 sf Ns E.: E: W: OCCUPANCY GRP. :E1 TOTAL------: 49146 if !<OOF CONSFs FIRE RET?: OCCUPANCY LOAD: 0 BASEMENT. s 0 sf AREA SEP. RATED: 13TOR. : 1 HT: 0 ft GARAGE. . . .- 0 sf OCCU SEP. RATED: PSM-( ?: MEZZ?: REDD SETBACKS-------- REQUIRED-------------------- F l_OOR LOAD. . . . : 0 ps f LEFT e 0 ft RGHT e 0 ft FIR SPKL:N SMOK DET. . :Y DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y HNDICP ACCsN BEDRMSc 0 BATHS: 0 IMP SURFACE: 0 PRO CORReY PARKING: 0 VALUE. $ : 538000 Remarks : Internal modifications - Templeton Elementary School fire alarm permit reglaired before occ. cert. Owner: ______.-----_.___------._____----_.-_______.__..e______-.__-- FEES --------------- TIGARD TUALATIN SCHOOL type amolant by date recpt DISTRICT #23J PLCK f 993. 20 BON 04/01/96 96-877695 13137 SW PACIFIC HWY FIRE $ 611. 9O BON 04/01/96 96-277695 TIGARD OR 97223 PRMT f 1528. 00 CJS 07/09/96 96-281428 I-1hone #: 503-684-2235 5PCT f 76. 40 CJS 07/09/96 96-281428 Contractor: ------------------------------ MICHAEL ----------------------------- M1CI IAEL WATT PU BOX 82374 3625 SE 17TH PORTLAND GR 97282 ------------------------__-_--_--.-__.-- Phone #: 38-0866 f 3209. 50 TOTAL r Reg #. . : 64584 -------- REQUIRED INSPECTIONS ------- This perait is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all nther Firewall Insp applicable laws. All work will be done in accordance with Gyp Board Insp approved plans. This perait will expire if work is not started Sprinkler- Final _ within 180 days 0 issuance, or if work is suspended for sore Fire Alarm than 180 days. Smoke Detector y Q' Misc. Inspection Final Inspection N J __— m 1 !;r I.I pla 13)1 ' t V LU Call for inspection - 639-4175 G p=tr •4- Commercial Building Permit Applic On City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 yG ` (503) 0;39-4171 (71/IV 0 �l Jobeite Add8: 11 � �i1 ' OAk�Use Oniv TenantSuite Valuation. 7 t� Permit .- Z ► Owner: _ " �^��, MM 2 Map& TL#t� j 1 i AC ,2-gp Address: INS] �W fMFU'. iM, Aooruvaie Reaulmd 0 09FAM .�-� Planning Phone: _ "�23G�_— Engineering _ G Other Contractor: IK,chAk I,_ ST 1-7NAk Address: Na t i It.jY VIA 30 Type of const: Vel � Occupancy class: Phone: _ a � ©� 6 Sprinklered? Yes No Contractor's License # d �{s �' ("TJTAI. 1Xl`5T•131.QCi.) (attach copy of current Ons on if.ense) Sq. ft. of project: , contact name & hone: Story (tel. nd etc.) Proposed use: spu=QU Architect/Engineer: ��.� �� __ j��l, _ Previous use: Q�_ Address: _?yi�C.�� IA) 1 # — IL , MON Note: Plumbing & mechanical plans �= n GT ► Q ,p� q7 must be submitted at time of U)i 71�1 —T— building permit application. Phono: � JOB DESCRIPTION: App ice Signature & Phone number M,{ A ✓ 1 I Date Received: Received Dy: 1 �[! Permit N Account L`.scfiption Amount Amt. Pd, 8a1. Doi._ Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mach. Permit (MECH) State Tax (TAX) 7/, _ G l C; Bldg: Plumb: Mech: ._� PI a heck (PLANCK) Bldg: Plumb: Mach ewer Connection (SWU C Sewer Inspection (SWINSP) Parks Aev Charge (PKSDC) • Residential TIF MF-R) Mass Transit TIF (Tw4m Commercial TIF (TIF-C) Industrial TIF (TIF-I) Institutional TIF (TIF-IS) i ( Office TIF (TIF-O q Water Quality (W UAL) Water Quantity WQUANT) Fire Life Safe41 �/ ��' Safety (FLS) ( 1 tDll•ia ` .. Erosion Cntr emit (ERPRMT) w — ---, E rosion P nck/USA (ERPLAN) Erosio6 Planck/COT (EROSN) L"Z) T TOTALS: PERMIT CITY QF TIGARD DATE1ISSUED:. 09/24/96 OcSE COMMUNITY nFVELOPMENT DEPARTMENT 13/26 iW H&N 8Wd.Tgs,,d,0r*W 17!2!•2199 (MV 131.071 PARCEL.0 2S 1 1 1 AC-00,901 '311 E ODDRESS. . . : 011500 1.3W MURDOCK 5T SURD I V I S I ON. . . . : ZONING: R--4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : CLASS OF WORK. . :AI._T FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . ..ED UNIT HEATERS. . : 0 VENT' FANS. . . s 0 OCCUPAN('Y GRP. . .-E' VENTS W/O APDL: 0 VENT SYSTEMS s 0 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS H001W. . . . . . . . 0 FUEL 'TYPES------------ 0--3 HP. . . . - 0 DOMES. I NC I N: 0 ./GAS/ / / 3-15 HP. . . . r1@ COMML. INCIN: 0 MAX INPUT: 0 PTH 15--30 HP. . . . . 1 REPAIR UNITS: 0 F= IRE DAMPERS'. . : Y 30-50 HP. . . . : 0 WOODSTOVES. . : 0 GAS PRESSURE. . . : M 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF UNITS---------- AIR HANDLING+ UNITS OTHER UNITS. : 3 FURN ! 100K HTU: 10 10000 cfm : 0 GAS OUTLETS. : 10 PURN ) =10171K BTU: 0 > 10000 c f m: 0 Remarks : Internal modifirr_ations -- Templeton Elementary School fire alarm permit reqs-tired before occ. cert. Owner: ---------------------------------------------------------- FEES —___—_•---- TIGARD TUALATIN SCHOOL type amount by date recpt DI1-;TRICT #23J PRMT f 191. 50 CJS 09/24/96 96--284305 13137 SW PACIFIC HWY PLCK f 47. 66 ,IDA 07/23/96 96-261944 T I SARD OR 97223 5PCT $ 9. 58 CJS 09/24/96 96--284:305 Phone #: 503-664-2235 Contractor: --------------------------------- JOHNSON CONTROLS) INC +01. 1 SE INTERNATIONAL Wf1Y #605 M T 1..14AUK I E OR 97222 ---------_.-----.----------- -----.----- - lone #: 654--8,,22 $ 248. 96 TOTAL. Req #. . . 653 :0 ------- REPUIRED INSPECTIONS -------- This pereit is issued subiect to the regulations contained in the Gas Line Insp Tioard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with Misc. Inspection approved plans. This persit will expire if work is not started Final Inspection within 10 days of issuance, or if work is suspended for sort than 188 days. I5s1-led Ny : � 1 for inspection - 639--4175 CITY GF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hall Md,1lganl,OR 97223 (501)6394171 PERMIT #. . . . . . . t PLM96-0059 DATE ISSUED: 10/30/96 PARCELt 26111AC-02901 {;TfE ADDRESS. . . : 09500 SW MURDOCK ST St.l ISD I V I S I ON. . . . s tON I NG t R-4. 5 FILOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . s CLASS OF WORK. . :ALT GARBAGE DISPOSALS. s 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . tED WASHING MACH. . . . . . s 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . t E 1 ►LOOR DRAINS. . . . . . : 0 TRP,PS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . t 1 WADER HEATERS. . . . . t 0 LATCH BASINS. . . . . . . 1 0 FIXTURES---------- --- LAUNDRY TRAYS. . . . . s 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . . URINAL3. . . . . . . . . . . t 1 GREASE TRAPS. . . . . . . s 0 L.AVATORIES. . . . . :24 OTHER FIXTURES. . . . s 0 TIJB/SHOWERS. . . . : _0 SEWER LINE (ft) . . . t 0 W( TER CLOSETS. . : i WATER LINE (ft) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft) . . . t 0 Vpmat] ks: Internal wndificmtions — Templeton Elementary School Owner: ----------------------------------------- ---------- FEES -------------- TIGARD TUALATIN SCHOOL type amount by date recpt DISTRICT #23J PRMT $ 27. 00 CJS 06/25/96 96-280945 1'137 SW PACIFIC HWY 5PCT $ 1. 35 CJS 06/25/96 96-280945 TIGARD OR 97223 PRMT $ 216. 00 TAT 10/30/96 96--285882 Phone #: 503-684-2235 5PCT f 10. 80 TAT 10/30/96 96-285882 CARROLL MECHANICAL CO 2305 SE 50TH AVE PORTLAND OR 97215 - Phone #: 231-3842 ! 255. 15 TOTAL Reg #. . : 033403 ------- REOUIRED INSPECTIONS ------ - This pervit is issued subject to the regulations contained in the Rough—in In5p Tigard Municipal Code, State of Ore. Specialty Codes and all other PLM/Uncle-f 1 oor applicable laws. All Mork will be done in accordanre with Top—out Ins p approved plans. This pereit will expire if work is not started Final Inspection _ within 191 days of issuance, or if work is suspended for tare _ Oa—C than 191 days. �N .J Flpt,mi.ttee Signa fare Issued B y: LU C 1 for inspection -- 639-4175 10/24/90 10.40 0503 884 7297 ('1-11OF TIGARD ®001/001 ATI"N : CARR0L-L M1EGWf�NICA L-- 2--31--C9•''0 CrTY Oa TIGARD Plumbing Application }ea4r'Wf— Onto Owed 25 SW HALL BLVD. Commercial and Residendal onto to P E TIGARD, OR 97223 ohne to oar (503) 639-4171 pufaa s !''rint Or i ype PAWNstfY11 s_� PIncomplete o► ::;ijgible applic tions will not be accepted cadw PNY 1; _ rnt of Develop FI REs -i Job Sink s0° j Address straar Addtr+s sae - �`■ L- �- 2 Tub or TyW hewtrw�,orl - I i' ug• tyr5uta zro .00 Nance Chetrrvailrlar _.____ � I Owner aaalhng Address - pepgarY - IAO Wsshn g l rM Prrprlr :IowOrm r 00 a 9.00 Occupant Melling Address �G•1�•�� MOG `Water meow ! Uundry ny9.00 { CfifState tvm+e -- tJrtrtal '� -00 Other Fi:cvr�a 1 ) 0" Name Contractor mm+r!A.lrh— Svta L 00 - ityistate ,Tip Phone OU Oregon Const.Cont Board lief p.Dat! - ! Attach Copy of 940 Currant ung tJc! p.pate Sewer-tat 100' Llcemea _ Sam-elm 1 2S. OT ess Tait a fAaao a .Date vretd Samm-1st i Name 'NntnServe*-tad+ s>I IOG 23-00 Archy ect -tam+&Flan,Or" 1attW Or Malin!Address Sulte Stour+&Ram pram-DW addiFXita IM' 26.00 moide Name Oata! Z3 engineer ria•tate Zlo none �mrrnreraal act Flow Pmvendan Dame or Ano- _ ''Oludon Devin C-!3Cnbe Wo4k Neje O Addiban O A!"ton O Repel► ; �'Ixxtohiwv P410MPr s In be donee Residentlal O Non-residenftl O Trap or Wfeta Not CAMWAM to a Fixture 9.00 ldihonal nesaiphan of vrork `— I _-atcM Basin (In r3.of gisdn9 pkr y -- 40-60 - IL "ON :crnalhr Requested tnopMons e0 nzhng use of bmldtnq or property _ _ _ ':vn Oram.srpte arrtAr do."i 7000 proposed use of �MASe Traps J ruching or property - QD - - QUAWffW TO fAL TM You capping. movmq or replacing arty 4Rturesl Yea© No a ='_' aa0eaal a nrwl"O f MMY Talar im o e u if zes tae back of form) - '3U0 AL -j I horeby admewodlis Vw I have read thio appkatim that the Womation SURi~1lAatd given is corteu.that I am the owner or 3WOM IN!apttnt of 9W owner,and /p I Chat plans submitted are in tom once w4h 9MIr State laws. - Slanature of Ovmerl enc te -- FLA IN M OF AL Reawea�_ am s taairt ata�s a __ TOTALI Contact verson Name Phone 'MieiMurn pearl is 325.5%wdo .arldpl B Pravention DrAts.L Md is tib•5%lYtdoinpo --- -- i:ldsisblmapp.tlae Mli6 L CITY OF TIGARD ELECTRICAL PERMIT RESTRICTED ENERGY _ 'COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #t ELR96--0.263 13126 AW Has Blvd.Tigard,Oregon 9722306190 (603)904171 DATE ISSUED: 08/22/96 PARCEL: 2SI11AC-02901 ADDRESS . . . : Z -)5OO -W MURDOCK 5T ,aUBDI V I S ION. . . . : ZONING s R -4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . Project Description : INTERCOM PAGING SYSTEM rOP TEMPLETON SCHOOL A. RESIDENTIAL--------- B. COMMERCIAL--------------------------------------- AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM 1l PAGING. . : X BURGLAR ALARM. . . . s BOILER. . . . . . . . . . a LANDSCAPE/IRRIGAT. . s GARAGE. OPENER. . . . : CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . . DATA/TELE COMM. . s NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE. ''AL-ARM. . . . . . .. OUTDOOR LANDSC LATE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . s 1 : TOTAL # OF SYSTEMSs 1 Owner: ----------------------------------------------------- FEES TIUARC-TUALATIN SCHOOL DIST type amount by date recpt 13137 SW PAL:;IFIC HWY PRMT t 40. 00 JMH 08/22/96 96--28:.1119 5PC 1' ♦ 2. 00 JMH 08/22/96 96-2'831 19 1-IGARD OR 97223 V,hone #: L_:ontractor: --------------__.....--------------•--•------------•-------------_------.---- IhULAK LTD 42. 00 TOTAL. 12595 NE MARX -------- REOU I RED INSPECTIONS --- -- -- PORTLI=IND OR 97230 Ceiling Cover Elect' 1 Service Phone #: 50.3-253--7573 We Cover E ett' 1 Fined Reg #. . : B6695 T This permit is issued subject to the reguiations contained in the w__. Tigard Municipal Code, State of Ore. Specialty Codes and all other P i t e e S i gnat ure applicable laws. All work will be done in accordance Mitt, approved plans. This permit will expire if work is not started within lee days of issuance, or if work is suspended for more ___.._P�✓_�_, — than 18e days. Issue y INSTALI-ATION ONL Ihp installation is being made on property I own which is not intended for --Ale, lease, or rent. IWNER' S SIGNATURE.: DATE: __._... INSTALLATION ONLY-------------------------- __ .. L UNAI URE OF SUPR. ELEC' N s AM_ DATE s I I i_I L:ENSE NO s --_-- C:a11 for inspection - 639--4175 - r� Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 0,1161 13125 SW Hall Blvd. C `, . D�� Tigard,OR 9721-3 PERMIT#_f1 ILC�L Phone(503)639-4171 DATE ISSUED FAX(503)684-7297 ___.. TDD No. (503)684-2.772 CITY OF TI"RD Inspection (503)639-4175 ISSUED BY PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATI0 4. TYPE OF WORK 5,( Resft Address n -- _ RESIDENTIAL— Energy Fee. . . . . . . . . (FOR ALI. �O.QQ K (FOR ALL SYSTEMS) City I State Zip Check Type of Work Involvad: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED WITHIN 190 DAYS OF ISSUANCE OR If WORK 15 SUSPENDED FOR 1110 DAYS. ❑ Burglar Alarm 1. CONTRACTOR APPLICATION ❑ Garage Door Opener^ ❑ Heating,Ventilation and Air Conditioning System* `fT� Contractor HVL P type L..�'r� `j� A' ❑ Vacuum Systems' 2s9) r" ' l t V)f vv TL1yJ d ❑ other Address _� —_—T lev Date , COMMERCIAL—Fee for each"stem . . . . . . . . . �.QQ SEE OAR 918-260-260) Property Owner�ty�IC1'� ) "'a► i x" 41. �h ��Check of Work Involved: Contrac t,)r's Board Reg. No. 9 < 3 :30 1, f ❑ Audio and Steteo Systems 7 C C rf- ❑ Boiler Controls Phone tit UT �) 7 7 le/ ❑ Clock Systems 3. OWNER APPLICATION /v/0107 ❑ Data Telecommunication installations ❑ Fire Alarm Installation ❑ HVAC Print Owner's Name Phone No ❑ strumentation Address — �tertrom and Paging Systems ❑ Lzndscape Irrigation Control* City State zip ❑ Medical This Permit is issued under OAR 918.320.370.This applicant agrees In make only ❑ Nurse Calls restrirted energy installations(too volt amps or less)under this Permit and to do the ❑ Outdoor Landscape Lighting' following 1. Only use electrical licensed persons to do installations where required.(Certain ❑ Protective Signaling residential and other transactions are exempt from licensing.These have ❑ Other_ asterisks(*),All others need licensing). 2. Call for an inspection when all of the installations under this permit are ready I for inspection at 503-639-4175. Numher of Systems 1. Purchase separate permits for all installations that are not ready for inspection when the inspector is out to inspect under this permit. •No kenses are required. Licenses re required for all other Instailatbns. 4. Assume responsibility for assuring that all corrections required by the inspector - --- - - --are done,and I 5. Assume responsibility for calling for a final inspection whrn all of the S. FEES jcnrredions are completed. -.j/) The person Sig"for this permit must the applicant or a person a. Enter Fees $ L. y . 00 authorized to(biruj the applic, b. 5%Surcharge(.05 x total above) $ eO Signature TOTAL $ L Z PO Le.J/7- j., Authority if o her than applicant ENERt;dV'.CHP ELECTRICAL_PERMIT • 569 CITY OF TIGARD DATEIISSUEDaC96-08/30/96 COMMUNITY L►EVEL.OPMENT DEPARTMENT PARCEL: 2S1 11AC-02901 13125 8W Na1I 6Nd.1{pard,0wo, 97223.8199 503))0.18-41 Ti :SITE ADURE�aS. . . : L�9:;t'��r -)V' MU�UC]CK 57 SUBDIVISION. . . . : ZONING- R-4. 5 BLOC:I... . . . . . . . . . : LOT. . . . . Project Description: MAINTENANCE OF F"OURESCENT FIXTURE BALLASTS AND LAMPS. ^--RESIDENTIAL UNIT---- - --TEMP-SRVC/FFFDERS---- -----MISCELLANEOUS------ 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : 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+Amps--1000 volts. : 0 MINOR LABEL_ (10) . . . : 0 --SERVICE�FEEDER- - -- ----BRANCH CIRCUITS----- ------ADD' L INSPECTIONS--- 0 - 200 amp. . . . . . . 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 d01 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . 3 0 401 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 40 ;N 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 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ------------------•------------------ FEES ----------- ------ TIGARD TUALATIN SCHOOL type amoLrnt by date recpt DISTRICT #23J PRMT $ 035. 00 JMH 08/30/96 96-E834t'8 13137 SW PACIFIC HWY 5PCT $ 11. 75 JMH 08!30/96 36-283458 T'I CARD OR 97223 Phone #: 503--684-2035 Contractor: ----- ------- -----------------------•----•----------•---------•-_ ENERGY SERVICES LLC 11 246. 73 TOTAL_ F' O BOX 1062 -------- REQUIRED INSPECTIONS --•--____ HA I LE Y ID 83333Phone #- 208-788-1137 Reg #. . : 114958 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Spr:i4ty Codes and all other Perm i t e e i gnat Lire applicable lass. All work will be done in accordance with ��'� ��✓l appro•.ed plans. This permit will erpirp if work is not started Aithin 180 days of issuance, or if work is suspended for more than 188 days. Is red By _ _ _____ -------------OWNER The installation is being made on property I own which is not intended for gale, lease, or rent. I- OWNF_R' S SIGNATURE: DATE: _--_.--------------------- CONTRACTOR INSTALLATION ONLY-------------------------- m SIGNATURE OF SUF'R. EL_EC' N: __ ___.__ _�____ VATE: W L I CEN-E NO: Call for inspection - 639-4175' Community Development ELECTRICAL PERMIT APPLICATION 134.25 SW Hal! Blvd ,r / Tigard, OR 9e7223 Permit #1 - Phone (503) 639-4171 Date Issued CITU ()F T1�ARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503)639-4175 1. .Job Address., 4, Complete Fete Schedule Below: Name of Development_- ,-,----. -rc, Gif"k .b Num.nr of hmpw--tion per permit alloviied Address ( l «! 1� c�c c - -_- Service rrcklded: Itmris Cost(ea) Sum City/State/Zlp��, � r1� �� 4a. Rssidentiarl -per unit ` 10(K) Sri R a Mor 3 f 10 c,n —. 4 Name (or flame of business) Fatl+awitifnw soo rr, It no p"tfonihvrwtir 3.7500 I.YnRMr9 -- `— Commercial � w'2esidential C.V. ErorQp __.___ S2500 Each Wmprd Nom►ef Nb*i« 2a. Contractor installation only, �"'""0 swv"cc Fii w 4h. Services or Feeden Mstnile0M.eRWAVOUn,of relrx:elMfn 2 ff%ddrpcai COntrat, ne._y �s✓✓'� c, !, _ 7W rrrrins a 6see Seo 00 �1ddrP53 _a �'^. �(e.�_- 201"Ve to 400 sniN4 —� 367 on .� 2 City-J4 State r�_ 7iP_i 3, _ '",e"sn to 900 W" stag a, 2 Phone No. a } 3- 1 13 R01.WqM to tma mm" ____ S,eo m _ 2 _.._�.�_..._._� ...— 0%W,000 Km"nr vniis tsen oo — 2 er xrnerl nrtlY sso an 2 se .lab NO. it _ _ _ rontrartO-r n licenNO��+ („rh 4c.. Trrmpc+niry, 9Rrvfc+►s or FerpdArt Contractor's Board .'?e9 No. 1 _._—,_ ._. InsleRerFm,nRMeikxn,nr rMneenk+� Signature of Supr. Elan:n gr tfxi WMI or Moe t.Ir,P,nSP. NO. f Pt1 ne N0. Zt3►—lirff"/i 3 1 Tor error w Oar arms —_— 3x000 2 r�fx�wr �.� ,1. , rrI i nares M ep0 rn{rs _ .1`7l�( . t Ovm "in,neo.,nit, Sim W ,2b�For ownert rinstIaZllations: *�W atmos _ Q4d, Reanc:h ClrruMa Print Owner's Namr>--._..._. .�_ New,omwoinn rx extenskm pe'porton .drtres$ a)the Me for lxtnch tyrant,wm City_ StateZip rM.erheeeortervieerrnW44 tww 2 Feth 1.owl,Ovolt 53.00 I'hone No. __. �►The fee For!--owl r2rn*p rrreserw The installation is being made on property I own which is ptorhete of eorrieeor ftr4w n.e_ 2 FIvi Naruh r3miN ► nE po ? not intended for sale, Ipase or rent. Fath erM Innal trnrch ninit Sq on — ehmw n!f'n Signatiire An, Ml.rellaneoom (Serv!cx or feeder not included) 2 7. Flan Review section (1(rrgfrirpd) Fach pane or irr,getkw.coni won Fen,sign or aAk»4gMMV 340.00 Slpnar rims"t t)a a Rndted ero"W Pleaa� check appropriate Item and enter fee In section 5B. penes,sNw of m or,+nerfekxt 540.W _ d 4 or more residential unila in one structure A&W Let-+Ito) 3100.00 pr Servic-, and feeder 225 amps or more F System over 600 volts nominal W.Each addlt#onel Iriaper:tion ovvr tit the all"woble In my of thR sbmm _Classified area or stnrchntc confaininp special ocrupency _ as described in N E.G. Chapter 5 Per Invr w-ti, ' __.__ tSt no Per hour _ 3 W Submit 2 soft of piarts with application whet- +city of the above In Punt — �0 apply. Not required for temporary constructlon servlces. S. Uj tSa.Enter total of above fp," NOTICE --- 5S Surchnrpe (05 X lint fern) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Suow 25 Z5!6 = 1 T 5h- f'Me. "f line A tar AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 1F c CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR �"" Review H rr�ulrad (1x.3) A PERIOD OF 1,10 DAYS AT ANY TIME AFTER WORK IS Su ihtahrl COMMENCED Arxourtt 0 E�nlsnce Due s ��7_S PLUMBING PERMIT � CITY OF TIGARD DATEPERMIT ISSUEDt . 06/25/96PLM96-0059 COMMUNITY DEVELOPMENT DEPcAR�TMEN7T1 I TEt3sr�1)DRE 3!r..�b '�y 5 �SW��M�IRDQ(eN91ST PARCEL: 2S 1 1 1 AC -02901 SUBDIVISION. . . . a ZONINGS R-4. 5 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : CLASS OF WORK. . :ALT GARBAGE DISPOSALS. s 0 MOBILE HOME SPACES. s 0 TYPE OF USE. . . . :ED WASHING MACH. . . . . . 3 0 BACKFLOW PREVNTRS. . s 0 [OCCUPANCY GRP. . :E1 FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . . s 0 STORIES. . . . . . . . s 1 WATER HEATERS. . . . . : N CATCH BASINS. . . . . . . s 0 FIXTURES----------.--- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . s 0 SINKS. . . . . . . . . . . O URINALS. . . . . . . . . . i ,REASE TRAPS. . . . . . . s 0 L.AVATORIES. . . . . : 1 OTHER F . i URES. . . . s 0 TUB/SHOWERS. . . . a 21 SEWER LINE (ft) . . . s 0 WATER CLOSETS. . : 1 WATER LINE (ft) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . s 0 Remarks : Internal modifications -- Templeton Llementary School Owner: ------------------------------------------------- FEES TIGARD TUALATIN SCHOOL type amount by date recp4 DISTRICT #23J PRMT f 27. 00 CJS 06/25/96 96—F80945 13137 SW PACIFIC HWY SPCT t 1. 35 CJS 06/25/96 96--r_'8O945 TIGARD OR 97223 Phone #s 503-684-2235 Contractor: __________________________—.-- CARROLL MECHANICAL. CO 2305 SE 50TH AVE PORTLAND OR 97215 ------------------------------------- Phone ------------------------------------- ='hone #: 231-3842 ♦ 28. 35 TOTAL Reg #. . : 033403 -------- REQUIRED INSPECTIONS ---�--- This permit is issued subject to the regulations contained in the Rough—in Insp Tigard Municipal Cade. State of Ore. Sperialty Codes and all other PLM/Underfloor _ applicable laws. All work will be done in a,.^ordance with Top—out Insp approved plans. This permit will expire if work is not started Final Inspection within 180 days of issuance, or if work is suspended for more than 180 days. (L _ E'e r m i t t e e NISSLIed �� iG1.xl�d ` CAII for inspecti+.,n — 639-4175 m W J Yc c'd � �-�l✓ City of-Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # _ �� 10 13125 SW Hail Blvd. Permit # -196,esos9 Tigard, OR 97223 ,i��: /(?,W"?IW"? (503) 639-4171 04 rQ MINIMUM $25.00 PERMIT FEE +ST. SURCHARGE New Single Family RSI gnix - ""' 0 1 BATH HOUSE 6140.00 0 2 BATH HOUSE$195.00 Job r r yy�I g. z2c.IG CJ 3 BATH HOUSE 3225.00 Address CW~ no Fee I ncufts all pkx ft" Fatures in the dwe*V and the first 100 hast p,x2Q l of water service. sanitary sawor and sto m sewer. See hes below. Nwo i- f ""'"' FIXTURES QTY PRICE Aker -T t cq A,P_o � Sink 9.00 Lavatory 9.00 Owner Tub or Tub/Shower Comb. 9.00 Shuwer Only 9.00 Water Closet _ 9.00 ....�«..�.w.�...i Dlshwaiher 9.00 Garbage Disposal 9.00 Occupant ,,,,&,q - Washing Machine 9,00 Floor Drain 9.00 CW~ a' Water Heater _._ 9.00 Laundry Room Tray 9.00 Urinal _ 9.00 - C,4e[,tL to - SON N c - Other Fixtures (Specify) ' 9.00 U."Ad*- """ 9.00 Contractor h 9.00 agw.a nr 9.00 - O1 r• IZ. 1 z 15 Sewer 1 at 100' 30.00 +«.%omdM a.9 r.r«. Sewer-ea. Addtt 100' 25.00 Water Service tat 100' 30.00 I hereby acknowledge that 1 have read this application, that the - Water Service ea. Addit. 200' - 25.00 information given is correct, that I am the owner or authorized agent of the owner• that plans submitted are In compAance with State laws, that Storm b Rain Drain tat 100' 30.00 I am registered with the Construction Contractor's Board, that the Stone 3 Rain Drain Addit 100' 25.00 number given is correct (If exempt from State registration, please give reason below.) Mobile Nome Space 25.00 Back Flew Prevention Device or And-Pollution Device 9.00 "VMS" '"'"s°'s °"' Any Trap or Waste Not Connected to a Fbrture 9.00 Describe wodk new Q addition 0 atterstion repair 0 Catch Basin 9.00 to be done residential Q non-residential Q Insp. of Exist Plumbing 40.00/hr Specialty Requested Inspections 40.001hr Existing use of IS.. I building or property Y Rain Drain, single family dwelling 30.00 Residential backflow prevention devices 15.00 ` I Proposed use of �- rC building or property J '(Except rsahiendal barckflaw m I prvventilon deWces) W NOTICE 'Minimum Fee$25.00 SUBTOTAL J I - PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS Al ANY TIME AFTER WORK IS COMMENCED. PLAN REVIEW 25% OF SUBTOTAL LTTA ` Special Conditions _ Date issued , by___ ~ CITY OF T ELECTRRICALEPERMIT -0350 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/05/96 13125 SW Hall Blvd.Tigard,Oregon 87223.6199 (503)630-4171 PARCEL: 2'.31 1 1 AC--02901 SITE ADDRESS. . . : 09500 SW MURDOCK ST SUBDIVISION. . . . : ZONING:R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . .. . . . . . . . Project Descriptions Installing 5 services or feeders to 200amps, 57 branch circuits and, 1 signal circuit for Templeton Elementary School. ---RESIDENTIAL UNIT---- ---TEMP SRVC/FEEDERS---• -----MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . ; 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . . s QI SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : Ql SIGNAL/PANEL. . . . . . . : 1 MANF. HM/ SVr:/FDR. . : 0 601+amps-1000 volts, s QI MINOR LAPEL ( 10) . . . : 0 -- - -SERV I r;E./FkEUER----- -----BRANCH CIRCUITS----•- ---•-ADD' L INSPECTIONS--- 0 NSPECTIONS--- 0 - 20121amp. . . . . . : 5 W/SERVICE OR FEEDER; 57 PER INSPECTION. . . . . ; 0 201 - 400 amp. . . . . . : 0 Ist W/O SRVC OR FDR. : Ql PER HOUR. . . . . . . . . . . ; 0 401 - bON amp. . . . . . : 0 EA ADD' L PRNCH CIRC: 0 IN PLANT. . . . . . . . . s 0 601 - 1000 amp. . . . . : 0 ----_.__.______.______PLAN REVIEW SECTION--------- 1000+ amp/volt. . . . . : 0 )=4 RES UNITS. . . . . . . . ; ) 6@0 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : X Owner --__________._____.___.----.-------_-_-- FEES ----------------- TIGARD TUALA'TIN SCHOOL type amount by date recpt DISTRICT #23J PRMT f 625. 00 CJS 06/05/96 96--280226 13137 SW PACTPIC HWY PLCK $ 156. 25 CJS 06/05/96 96-280226 TIGARD OR 97223 5PCT $ 31. 25 CJS 06/05/96 96-280226 Phone #: 503-684-2x'35 Contractor: --•------------------------------------•-------_-- CAPITOL ELECTRIC CO INC f 812. 50 TOTAL 12810 NE AIRPORT WAY #1 -------- REOUIRED INSPECTIONS ------ PORTLAND OR 972"30 Ceiling Cover Elect' l Service Phone #: 503-255-9488 Wall Cover Elect' 1 Final Reg #. . : 48748 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Permittee Signature applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started 1 /L d. within 188 days of issuance, or if work is suspended for more _LA a d �. -- than 180 days. Issued By INSTALLATION ONLY- -_____ _________._._._---____-•- The instal .iation is beings made on property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: DATE: W ---------------------------CONTRACTOR INSTALLATION ONLY----------------------------- J SIGNATURE OF SUPR. ELEC' N: rcR2bon _ DATE: _ - 9j6 LICENSE NO: / ! Call for inspection - 639-4175 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. _ Tigard, OR 97223 Permit # .�LC 96-©3 SD Date Issued 6- 5 - 46 Phone (503) 639-4171 FAX (503) 684-72.9,' CITY OF TIOARD TDD No. (503) 684-'772 Inspection (503) 639-4175 9. Job Address: 4. Complete Fee Schedule Below: Name of Development 7im v t eNumber of Inspections per permit allowed Address_ _%.T00 4- --ISLJ /►'l Gene - __ Service included Items Cost(ea) Sum City/State/Zip_ Q f4 �t7 2-ka- 4a. Residential -per unit ' r 1000 sq. k or less $11000 4 Name (or name of business)-_______ .__,_-_ Each addltionsl 500 so rt (it fes, potion thereof $25.00 Commercial tad Residential ❑ Limiled Energy Fr:h Manurd Home or Modular Dwelling Smvice or Feeder `- ses ort 2 2a. Contractor installation only: 4b. Services or Feeders Electrical Contractor 1� f1WrQ/C Installation,amporlessalteration,or relocation sw� pO 1 200 amps or fess Address -A >(• 1201U rrr amps to 400 amps $00.00 ^_ 2 401 amps to SW amps --- $12000 2 City / afro State�/L_ zip-1714 b sol amps to 1000 amps -- MOM 2 Phone No. c'.S - 4 y�C_ Over 1000 amps or volts _ $340.00 2 Job NO. 7-7- Reconnect only �^ 115000 2 contractor's license NO. -2-(a-- irl& C - 4c. Temporary Services or Feeders Contractor's Board Reg. No._ Y9 7 SAF__ __ Installation,alteration,or relocation Signature of Supr. Elec'n __ -_ 200 amps or Mss �_ 2 License No. 3l3 Z S Phone No. 2. T.9 S/t 201 amps to 400 amps _� $50.00 2 401 arras to OW amps �- $75.00 Over 600 amps to 1000 volts $100.()0 2b. For owner installations: see"b"above 4d. Branch Circuits Print Owner's Name--,.-- New,alteration or extension per pane Address a)rhe iee'for bra;),h clrruMs with City `'-- State ZI pumhaea of service or foodar Dee 2 y - p- Each branch clrcult �______? 55.00 Z SS Phone No. _ _ h)The fee for branch circuits without -i The installation is being made on property I own which is - purchase of service or feeder rte. ? not intended for sale, lease or rent. Each branch ___ _ $ 00 Each addltk'nal branch chcult $5 35.00 Owner's Signature_^ _ `^ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Ench pump or Irrlgetion circle 540.00 2 Each sign or outline fighting $40.00 Signal ckcult(s)or a limited energy 2 a Please chat' appropriate Item and enter fee in section 5B. panel,aflwWkxn or extension $40.00 _firQ a` 4 or more residential units in one structure Minor Lahels(10) $100.00 H _Service and feeder 225 amps or more System over 600 volts nominal 4f. Each additional Inspection over r Classified area or structure containing special occupancy the allowable In any of the above - as described in N.E CChapter 5 Pet Inspection $35.00 .J C. Per hatu _ _ $55.00 1n Plant _�._ $55.00 Submit 2 sets of plans with application where any of the above W apply. Not required for temporary construction services. Jr, Fees: -� 58 Enter total of above fees s NOTICE 5%Surcharge (.05 X total fees) PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal t -4r S t.2„S AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 25% of line A for a7 CONSTRUCTION OR WORK IS SUSPE►':uEO OR ABANDONED FOR Subtotal Plan Review if required (Sec.3) � /x o �►2 A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS a -----I---t COMMENCED ❑ Trust Account K $ - Balance Due S 4�� 3.2- i ARD ELECTRICAL PERMIT - SITY OF T RESTRICTED ENERGY COMMUNITY DEVELOPMENT DEPARTMENT PERMIT 01 ELR96-0169 13126 BW H@M Blvd,Tigard,Oregon 97223.8109 (603)839-1171 DATE I SSUED s 05/29/96 PARCEL: 2S 1 1 1 AC:-02:901 SITE ADDRESS. . . : 09500 SW MURDOCK ST SUBDIVISION. . . . : ZUNINGaR-4. 5 BLOCK. . . . . . . . . . : LOT'. . . . . . . . . . . . . t Project Descriptions -------------------- A. RESIDENTIAL---------- B. COMMERCIAL-------------------------------------------- AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . s LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . : CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . 3X NURSE CALLS. . . . . . - . : VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITEa OTHER: . . HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . -. INSTRUMENTATION. s OTHER. . s is TOTAL # OF SYSTEMS: 1 OwnerFEES ----------------- : -------•---____..__._____________._________._ TIGARD TUALATIN SCHOOL type amount by date recpt DISTRICT #23J PRMT $ 40. 013 CJS 05/29/96 96-2.79916 13137 SW PACIFIC HWY 5PCT f 2. 00 CJS 05/29/96 96-279916 TIGARD OR 97223 Phone #: 503--684-2235 Contractor: ---------------------------- --------------------------------- OPITEC INC 1 42. 00 TOTAL 7324 SW DURHAM RD -------- REQUIRED INSPECTIONS ------- PORTLAND OR 97224 Wail Cover Elect' l Final Phone #: 503-639-2871 Elect' l Service Reg #. . : 64137 This permit is issued subject to the regulations contained in the )4-1---- - Tigard Municipal Code, State of Ore. Specialty Codes and all other Per-mitee Signa+tur^e applicable laws. All work will be done in accordance with ap,roved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more _ACbc lrc SL�a11` --- than 180 days. I SSUed By ---------OWNER INSTALLATION ONLY-------------------------------- The_ - installationis'being made on property I own which is not intender) for sale, lease, or, rent. 0. OWNER' S SIGNATURE: — DATE: ~ ---CONTRACTOR INSTALLATION ONLY---------------------------- ,j SIGNATURE OF SUPR. ELEC' N: _ DATE a m 0 LICENSE NO: _ -- W J Call for inspection - 639-4173 • Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT# FL R 96 -O JC,4 Phone(503)639-4171 FAX(503)684-7297 DATE ISSUED 5- 3t9- 96 TDD No. (503)684-2772 CITY OF TIOARD Inspection (503)639-4175 ISSUED BY (:hLtr/ _r Q, A im1 6& PLEASE COMPLETE ALL SECTIONS 1. t( ION OF INSTALLATION 4. TYPE OF WORK 1520 SW st' Address RESIDENTIAL—Resiricted Energy Fee. . . . . . . . . S40,QQ TAaktl_p_ 11311 (FOR.ALL SYSTEMS) City State Zip Check Type of Work involved; PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR y 180 DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Door Opener• ❑ Heating,Ventilation and Air Conditioning System' Contractor_ OP f j-,rC Type ❑ Vacuum Systems* �, L ❑ Address � Other—�h �nvl,Aw. �•0 --- - -------_.�__.____—__-------- Date_-I-:�A-14 COMMERCIAL-- Fee for each system . . . . . . . . . 540, (Sft OAR'118-260-260) Property Owner 'jj, A&O TLA &rte !W-tblet Jit LhulyRe u(Wiark-law nd; Contractor's Board Reg.No.^-AL) ^1 L/ ` _ C_1 Amlir,and Stereo Systems [J Boilot f onuols Phone# _ —t d 1 _ _ 1-1 Clor k Systeme i!ata I ele(omnnmication Installations 3. OWNER APPLICATION [_] fire Alarm Installatior: ❑ 1IVA( Print Owner's Name Phone No ❑ Inslrurnerttation Address ❑ Intercom and Paging Systems ❑ landscape Irrigation Control' City State Zip ❑ Medical This permit Is Issued under OAR 918-320-370.This applicant agrees to make only ❑ Nurse Calls restricted energy installations(100 volt amps or less)under thin,permit and to do the ❑ Outdoor Landscape Lighting' following: 1. Only use electrical licensed persons to do installations where required.(Certain ❑ Protective Signaling residential and other transactions are exempt from licensing.These have ❑ Other asterlsks(•).All others need licensing). H 2. Call for an inspection when all of tie Installations under this permit are ready for inspection at 503-639-4175. ❑ Number of Systems 3. Purchase separate permits for all installations that are int ready for inspection when the inspector Is out to inspect under this permit •No ti(rosPS are rpg0red [h,Pnsr%are required for all other Installations. 4. Assume responsibility for assuring that all corrections requirrd by the inspector are done,and W 5. Assume responsihility for calling for a final inspection when all of the 5. FEES �) corrections are completed. The person signing for this permit must he the applicant or a person a. Enter Fees $_ authorized to hind the applicant. !�. 5% Surcharge(05 x total above) $ Signature TOTAL $ Authority if other than applicant ENERGAP.CHP ELECTRICAL PERMIT 490 CITY OF T DATEIISSUED:r96-07/26/96 . COMMUNITY DEVELOPMENT DEPARTMENT 13126 SW Nall Blvd.Tigard,Orpon 07223.6199 (503)630-4171 PARCEL: 2S 1 1 1 AC-02901 5iTE ADDRESS. . . : 09500 SW MURDOCK ST SUBDIVISION. . . . : ZONING:R-4. 5 BLOCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . . Project Description: Installing 12 branch circuits. - RESIDENTIAL- - -- UNIT---- ---TEMP SRVC/FEEDER---- ------MISCELLANEOUS------ I1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . s 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF'. . . : 0 2,01 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amc. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANE. HM/ SVC/FDR. . : 0 601+amps-1000 volts. 1 0 MINOR LABEL ( 10) . . . : 0 -SERVICE/FEEDER--.-- -----BRANCH CIRCUITS------ ---ADD' L INSPECTIONS--- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FAR. : 1 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 11 IN FLANT. . . . . . . . . . . 1 0 601 -- 1000 amp. . . . . : 0 ----- REVIEW SECTION-- 1000+ amp/volt. . . . . : 0 )�4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . e Reconnect only. . . . . : 0 SVC/FDR ) - 225 AMPS. . : CLASS AREA/SPEC OCC. : OwnP_►- : ---•-------------------------------------------------- FEES TEMPLTON ELEMENTARY type amount by date recpt 9500 SW MURDOCK PRMT $ 90. 00 CJS 07/26/96 96-282195 5PCT $ 4. 50 CJS 07/26/96 96-2282195 TIGARD OR 97223 Phone #: Contractor: -------------------------------------. _-------------------------..----- FAP.NHAM ELECTRICAL CO. t 94. 50 TOTAL 1050 LAFAYETTE AVE - - -- - -- REQU I RED INSPECTIONS - -_ -- - MCMINNVILLE OR 972:23 Wall Cover Eler_t' l Final Phone #: 503-472-2186 Elect' l Service Rev #. . : 01217 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Permittee S i gnat ure 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 Bore than 188 days. Issued By -----------------------------OWNER INSTALLATION ONLY----------------------------- L The installation is being made on property I own which is not intended for r sale_, lease, or rent. n OWNER' S SIGNATURE: _ DATE: TTe. �- -------------------------CONTRACTOR INSTALLATION ONLY----------------------------- 0 0 SIGNATURE OF SUPR. ELEC' N: �� DATE: e D J LICENSE NO: Call for inspection - 639- 4175 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # EL Cq -OyYo Date Issued Phone (503) 639-4171 CITY OF TIOARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job address: 4, Complete Fee Schedule Below: Name of Developmentl/7 - P Number of Inspections per permit allowed Address /J�� S W ,J�/j/�r,(lock Service included: Items Cost(ea) Sum City/State/Zip ( Ippd3� i 4a. Resldentlal -per unit -�^ 1000 sq. ft. or less $110.0o R 4 Name (or name of business) Each additional 500 sq fl or portion thereof $2500 Commercial FT- Residential ❑ Limned Enemy $2500 _ 1 Each Manurd Home or Modular Dwelling Service or Feeder $88.00 2 2a. Contractor installation only: 4b. Services or Feeders Installstlon,alteration,or rek.calbn Electrical Contractor_/^/ f r7 /�/(' �,1�.� 200 amps or lose $60.00 2 Address V 201 amps to 400 amps $80.00 2 City_ 0 l _ Stat@ Zip�j 7 401 amps to I00W amps _ $120.00 2 801 amps to 0 amps $180.00 2 Phone No. ( _ Over 11x10 amps or volts $340.111 - 2 Job NO. 11:57 _ Reconnect only $50.00 2 contractor's license NO. _ _ _ 4c. Temporary Services or Feedem Contractor's Board Reg. No. 01217 - Installation,alteretlon,or relocation Signature of Supr. Elec'n _ 200 amps of Mss _ 2 201 amps to 400 amps $ ,00 2 License No.__f,�q Z Phone No-56 322J2�1 401 amps to 800 amps $76.00 2 Over 800 em-:to 1000 Vons $100.00 --- 1 2b. For owner installations: see"b"above 4d. Branch Circuits Print Owner's Name Naw,alteration or extension per parrs Address _ a)The fee for branch ckcuns writ nese of servfee or oder M.Each City___ State State ZIP_ � b branchcircuil $5.00 Phone No. b)The fee for bench cirruns wffhoul The installation is being made on property I own which is purchase of swWce or foodw fee First branch circull branch l 1$5 o0 t not intended for sale, lease or rent. Each additionalbranch ckcuM _�_ 35 00 Owner's Signature _ 4e. Miscellaneous (Service or feeder not InclL,�ded) 2 3. Plan Review section (if reyuimd): Each pump or krfgation circle _, $4000 r Each sign or outline lighting $40.00 _i 2 Signal clrcun(s)or a Ihnited energy Please check appropriate stern and enter fee In section 5B. panel,alterstlon or extension 3+. 4 or more residential units in one structure Minor Labels(10) $100.00 Service and feeder 225 amps or more 1 System over 600 volts nominal 0. Each additional Inspection over Clarified area or structure containing special occupancy the allowrble, In any of the above as described in N.E.C. Chapter 5 Per Inspedir n $35.00 Per hour $55.00 In Plant s55.on Submit 2 sets of plans with appllcatlon where any of the above apply. Not required for temporary construction services. 5. Fees: 58. Enter total of above fees NOTICE 5%Surcharge (05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION subtotal E AUTHORIZED IS N01 COMMENCED WITHIN 180 DAYS, OR IF Sb.Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED. —dk—dwo- Trust Axount Mm•P9 Balance Due ' CITY OF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2004-00482 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 8/11/2004 PARCEL: 2S111 AC-02901 SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: ZONING: R-4.5 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ALT FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATER VENT FANS: OCCUPANCY GRP: E1 VENTS W/O APPL: VENT SYSTEMS: STORIES: 1 BOILERS/COMPRESSORS HOODS: FUEL TYPES 0 - 3 HP: 2 DOMES. INCIN: ELE 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15-30 HP: REPAIR UNITS: FIRE DAMPERS?: 30-50 HP: WOODSTOVE-s. GAS PRESSURE: 50+ HP: CLO DRYERS- FURN < 100K BTU: _AIR HANDLING UNITS _ OTHER UNITS: FURN >=100K BTU: <= 10000 cfm: 3 GAS OUTLETS: > 10000 cfm: Remarks: Refrigeration for walk-in cooler and freezer. Valuc$4,900. Owner: _ �i FEES TIGARD TUALATIN SCHOOL DISTRICT Description Date Amount 6960 SW SANDBURG ST IMF,CHJ Permit Fee 8111,200' $139.20 TIGARD, OR 97223 (MECP1.N] Plan Rev 811112.00L $34.08 ITAX)8%State Surchart 8/11/200, $11.14 Phone: Total� $184.42 Contractor: go COMMERCIAL REFRIGERATION INC 5920 SE GLISAN STREET PORTLAND, OR c,1133790 _ REQUIRED INSPECTIONS PCooling Unt Insp Phone: 734-644; Final Inspection Reg#: LIC 65271 i i This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC by calling (503)246- ' � � Issu d By: Permittee Signature: Call( 03)639-4175 by 7:00 P.M.for Inspections need the next business day So© Tcne"troo .s 8-` `f Mechanical rff.�J'k tion - a■ Datereceive P PermitntE� —�City of of Tigalyd rrttttiit� Project/appl,no.: Expire date: City ofTigard Address: 13125 SW hall Blvi)l#inaial,k;I�Uu1.23 Phone: (503) 639-4171 Date issued: Receipt no.: Fax: (503) 598-1960 BUILDING UI- DIVISION Caw rile no.; Paymenttypr: DUILDIRIG DIV1510N Land use approval: Building permit no.: U 1 1St.2 family dwelling or accessory fdCommercial/industrial U Multi-family O Tenant improvement U New construction O Addition/alteration/replaccment O(Aher. Job address 3 �� Kjell c f` Indicate equipment quantities in boxes below.Indicate the dollar Bldg.no.: Suite no.: value of all mechanical materials,equipment,labor,overhead, Tax map/tax lot/account no.: profit.Value$ , "4, Q(20 — Lot: Block: Subdivision:~ •See checklist for important application information and Pmject name: S TC'rttp(+c-rr incl 5c-fro A 1 jurisdiction's fee schedule for residential permit fee. City/county: -TZ ti irZIP: Q scn -'nn and location of work on premises:�N s r n r111111111"Millitill 11101 IN Ick 1 'fret,- -((els.) rX:�l h (1)A t(<. 1 AI «lf"%ff .t }rg7-Alterationof NN Fee(m) 'Total Est.date of completion/inspection: Deaa'ip" _ Q(Y. Res.enl Res.onl Tenant improvement or change of use: ng unit CFM Is existing space heated or conditioned?O Yes O No ornng site an uire ) Is existing.apace insulated?U Yes O Noexisting HVAC system Boiler/compressors Business name' f<let C;4 C t�vtiC.K/4'7`f 1�(J State boiler permit no.: Address: Q f !.. A HP Tons BTrs V� _ �. i stere am uc(smoke erectors city: StateM.I ZIP:7'j_( eat pump srtep anregmrcdj-- -- Phone-.)'It( Delft E-mail: nstalT>�replace urns ic-r^_ CCB no.: �j S j' ( Including ductwork/vent liner O Yes O No ` nsta rep ac ie ovate eaters--suspen , City/metro lic.no- wall,or floor mounted Name(please print): . t2 h c t r• Cd/' j L- ent or a Lance o ear than furnace Absorption units` BTV/H (� Chillers HP y Address: reasons lip Viromomm ex lest a 1Cn1 at On: City: State: ZIP: Appliancevent Phone: Fax: E-mail: ere aunt Hoods, - Type res. 1tC a azmat hood fire suppression system Name:_ Exhaust fan with single duct(bath tans) d. Mailing address: Exhaust system a 'art from heating or p p Ir,a n up to out cis _ City: _ State: ZIP: _ Type: -LPG NG Oil _. Phone: Fax: E-mail' ue piping each additional over outlets recess piping(schematic required) Name: Number of outlets -� 0(her 11sited app nce'or eqa anent: W Address: Decora:ivefreplsce W City: _ State: ZIP: nsert--ty = �_ Phone: FaE: E-mail: stov pe et stove _ �^ Applicant's signature: Ir -0" 7 r. Name(print): Na tit finirdicNm aaccept creat carts.Please w�cl calf iurilon for more information. 4Permit fee.....................Notice: ................Notice:This permit application ❑Visa O MasterCard Minimum fee................ expires if a permit is not obtained Credit card number plan (at 1 5 ) Esplrcr _ ^ _�__ review — --- - ' within 180 days after it has been — State surcharge(8%) ....� __ -- Name of cardholder as shown on credit card accepted as complete, r K Cardholder sipu(ure Arrow 440NB17 toONCOM) CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2004-00088 13125 SW Hall Blvd.,Tigard, OR 97223 (503)636.4171 DATE ISSUED: 6/16/2004 SITE ADDRESS: 09500 SW MURDOCK ST PARCEL: 2S111AC-02901 SUBDIVISION: ZONING: R4.5 BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ADD GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: E2 FLOOR DRAINS: TRAPS: STORIES: WATER HEATERS: CATCH BASINS. 10 FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: k WATER CLOSETS: WATER LINE: ft DISHWASHERS: RAIN DRAIN: 1,170 ft Remarks: Site utilities for addition to existing school. FEES Owner: — - "� Description Date Amount TIGARD TUALAT!N SCHOOL DISTRICT [PLUMB] Permit Fee 6/10/2004 $479.80 6960 SW SANDBURG ST [111,MPLN]Plan Review 6/10/2004 $119.95 TIGARD, OR 97223 [TA X1 R"/"State Surchary 6/10/2004 $38.39 Phone: Total $638.14 _ Contractor: HEINZ MECHANICAL INC 2615 NW ST HELENS RD PORTLAND, OR 97210 REQUIRED INSPECTIONS Phone: 220-0855 Sewer Inspection Storm Drain Insp Reg#: LIC 43866 Rain Drain Insp PLM 34-165PB Final Inspection This permit is issued subject to the regulations contained in the Tigard Municipal Code, S'Ate of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with Epproved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon lana requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0100. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-669L - Issue�l.$y: Permittee Signature`=== Call(503) -4175 by 7:00 P.M.for an Inspectlon needed the next business day Site Utilities-, tTliilhiii>11, Peril r�r 1ug 7R " Plumb.ng Pcmrit No.. L� �'L Planning Aliptoval Sewer `a City of Tigard FEB 2 2��4 c)atc By Permit No.: 13125 SW Hall Blvd. ITY OF TIGARD Plan Review other X\ Tigard,Oregon 97223 CMSI N Date/By: Permit No.: Phone: 5G3-639-4171 Fax: WI1 MW Post-Review Land Use Date/By: Case No.:Cu rd>y`0tv Internet: www.ci.tigard.or.us Contact Ju See Page 2 for < 24 hour Inspection Request: 503-639-4175 Nart>c/Mettxrd: / Supplemental Information. (( TYPE OF WORK _ FEE*SCHEDULE forspecial Information use checklist f- New construction FI Demolition Description _ Qty. Fee(ca.) Total Add ition_/alteration/reRlaccment f�fOther: New)-&2-family dweilings CATEGORY OF CONSTRUCTION (includes 100 R.for each u llity connection) i 1 &2-Family dwelling Commercial/industrial SFR I bath _ 249.20 ��_.we � _ — SFR 2 bath _ 350.00 Accessory �____ ul Buildin Mlti-Fami _ _ 'Z __� SFR 3 bath 399.00 Master Builder Other: Each additional bath/kitchen i 45.00 JOB SITE INFORMATION and LOCATION Firesprinkler ft.: Pa c2 Job site address: [�VIQ►'JtY.k S'T site Utilities Suite#: Jam' ` Bldg./Apt.#: kACatch basin/area drain 10 16.60 /(nti ---- ell/Trach line/trench drain O Project Name: r1AJ00.! Z2 AWhJ -i eVW1 Footing drain no.linear f. Zoo Page 2 Cross street/Directions to job site: Manufactured home utilities u 110.00 SW g-I sem[ "�j T'ItJItwbcte- Manholes "} 16.60 - — —�— _ Rain drain connector Sanitar sewer no. linear ft.) d Page e 2 2 Subdivision: Lot#:ZQp I� Storm sewer(no, linear fl.) 111 Page 2 Tax ma / erect#: V( Water service no.linear ft. Page 2 - - Fixture or Item DESCRIPTION OF WORK Absorption valve _ 16'60 _ A012-PO6J To (440M r503it At Vb9!+, Luh Backflow ptevcntet Pae 2 Yaff.0,110io PEW HoW, Backwater valve 16.60 ,�,/�,•• A-al S"f 104- A19 l�J��I�- UUP Clothes wacrher 16.60 ' fJiZ� Dishwasher I .60 ,1IJ S Drinking fountai _ 6.G0 _ PROPERTY OWNER I U TENANT Ejectors/sumn Ejectors/sum16.60 Name'. -TW6- j- T_QALA(w }}ML-... Ex ansion tank 16.60 Address: GI4gQ SW Fixture/sewer ca 16.60 Cit /State/Zi (�/1dC� Q"j 22 Floor drain/floor sink/hub 16.60 / ' Garbage disposal 16.60 Phone: 5D3 -431-dr0ob I Fax: y -s'I 0 y Hose bib �- 16.60 APPLICANT CONTACT PERSON Ice maker _ 16.60 Name: KkTVk \-JoltJJ>oXJ -C VLL, VL06W _.Wl% Interce tor/ rcase trap 16.60 _ Addre, ;: 3 tq `w (,J/t+ A IP&-roN ek. i zoo Medical gas_value: S Page 2 City/State/Zip: "(�9K-iUANiC7 9?Zp4,• Primer 16.60 Roof drain "corrimerci0►r , 16.60 Phone- "I. - 6 ESQ Fax: Z'i'p - ti I It SinVbasin/lavato _ 16.60 —��. ---; T Tub/shower/sho r an 6.b0 E-mail' � i V db. — CONTRACTOR Urinal 1 .60 Business N,�me: i,-�Z— til cL'9 L / �, Water rl° t6. o --- Water ater 16. Address:,A to Nfd4A other: Cit /State/Zi La D/L- 97;-/0 t Phont - U85., Fax: _ — Plumbin Plrmit fMI ' ,. CCB Lic. ^TJ umlJ. c.# � ___ SSubtotal72.50 S S �'c Minimum Permit Fee 572.50 -Authorized �� /' Residenti il Backflow Minimum Fee$36.25 Signature: _ --- Date: - Plan Review 25%of Permit Fee S GGdDC7 - `i _ State Surcharge(8%of Permit Fee $ - ( lease print name) TOTAL PERMIT FEE 5 Notice: This permit application expires If a germit is not obtained within All new commercial biolldings require 2 sets of plana with*tometr'. or 190 days atter It has been accepted r,complete. riser diagram for pian review. "Fee methodology srt by Tri-County Building Indzstry Service Board. i`,Dsts\Permit FoM\Pltr%'.r>nitApp.doc M/W Plumbing Permit Application -City of Tigard Page 2 -Supplemental Information ' Fee Schedule: Residential_Fire Sappression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Peranit Fee: Pouting drain- I' 100' i 55.00 51° 0 to 2,000 _ S115.00 __ W Footingdrain-each additional IMY 46.40 vi 2001 to 3,60(1 (160.00 3,601 to 7,N0_ 5220.00 Sewer Is(100' Q 55,00 O 7,201 and ter_ $309.00 -- Sewer-eachadditional 100' 0 46 40 O ad{ _ Water Service-1st 100' 55.00 \ 'Medical Gas S stems' — Water Service-each additional 100' 46.40 _IW ; Valuation: Permit Fee: Storm&Rain Drain- Ist 100' ' 55.00 <0 9 $1.00 to 55,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 46.40 r�� 55,001.00 to 510,000.00 $72.50 for the first$5,000.00 and S1.5Lfor each Feeo Total additional$100.00 or fraction Ih�ypeti�to and Fee Fixture or Item Qty. _ ( ) includingSIO,000.00. - _ Commercial Back Flow Prevention Device ( 4640 Ct Ls�O_ S 10,001.0(1 to S25.000.00 S148.50 lot the first SIO .00 and$1.54 for Residential Backflow Prevention Device each additional SI or fraction thereof,to (minimum rmit fee S36,25)__ 27 55 O and includin S 00. Rain(ham,single family dwelling 5 525,0(11.00 to 550,000(10 5379.50 for firs)525,000.00 end 51.45 for each add ' ral$100.00 or fraction thereof,to inspection of existing plumbing or _ and i udin $50,000.00. specially reoucsted inspections• r hour 72.50 O 550.001.00 and up 57 .60 for the first$50,000 00 and$1.20 for Subtotal: ch additional$100.00 or rection thereof. i Fixture Work: Are you capping,moving or replacing existing fixtures? If "yes",please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. uadl lay(FixtirdMorMirformed omments re rding fixture work: Fixture Types keplisA Nee M Edell Ca d Baptistry/Font -- Bath •Tub/Shove- _ -Jacuzzi/Whirl 1 Car Wash -Each Stall _ —-- -l7r'ive Thru Cuspidor/Water Aspirator Dishwasher -Commercial _ - -Domestic' _ Drinkin Fountain Eye Wash ------- Floor Drain/sink -2" 4" _ Car Wash Drain *Note: If the fixture work under this perm results in an IL Garbage -Domeslic increase of sewer EDUs,a sewer permit will issued and Disposal -Commercial NIndustrial - fees assessed for the sewer increase must be ps before the Ice Mach/Rem Drains plumbing permit can be Issued. Oil Se armor C s Station Rec.Vehicle m Station ® Shower :fang 0 -Stall t!J Sink -Aar/Lavatory 0 3 _ -1 -Bradley -C'ommcrc ial _ -Service Swimmn1roof Filter— Washer Clo'.hcs Water Extractor _ Water Closet-Toilet Z L Urinal Other Fixtures: I i:\Dsts\Permit Forms\PlmPermitAppPg2.doc 01/03 FL MAC Ooo 8 TEMPLETON ELEMENTARY SCHOOL PROJECT TIGARD, OREGON STORMWATER MANAGEMENT REPORT Page 3 1. PROJECT OVERVIEW Existing Site Information The existing school is a developed site with buildings, paving, sidewalks and landscaped areas. The total develop building site is approximately 5.0 acres. Proposed Development The proposed development include the addition of new building space as well as a new 18 space parking area and a new fire department access around the north side of the building. The new impervious areas will be constructed in areas that are currently landscaped. Agency Stormwater Criteria Quantity Control: The City of Tigard uses the Clean Water Services criteria for storm water detention. Onsite detention is required to provide quantity control for all new impervious surface runoff. Detention will be provided to detain the 2-year storm, the 10- year form, and the 25-year storm to pre-development levels. Quality Control: The City of Tigard uses the Clean Water Services manual for storrnwater quality. The water quality storm is based on 0.36 inches of rain falling over 100% of the new impervious area over a 4 hour period. Proposed Stormwater Management Water quality and quantity facilities will be provided for the new impervious areas. Fabricated water quality catch basins with biofilers manufactured by Stormwater Management will be used to achieve water quality requirements. An ADS underground pipe storage system will be installed to provide adequate storage volume for stormwater detention. a Exchange of Treatment Areas NPer the attached sketches, the new impervious area being added with the project is U) tabulated as follows: _ Total Net New Impervious Area Created by Project New Parking Area _ 5,661 sf Roof(Over Existing Pervious) - 2,426 sf Roof (Over Existing Pervious) = 2,359 sf + Roof (Over Existing Pervious) _ 521 sf Sidewalk 1,089 sf Sidewalk = 279 sf Roof(Over Existing Pervious) = 432 sf Sidewalk = 559 sf New Fire Department Access = 5,742 sf Deleted Sidewalk (New Pervious) _ (696' sfI Total Net New Impervious Area = 18,372 sf TEMPLETON ELEMENTARY SCHOOL PROJECT TIGARD, OREGON STORMWATER MANAGEMENT REPORT P 9ga: 4 Total Paved Area Treated by Project Existing Parking/Drive Area = 7,813 sf Existing Parking/Driva Area - 5,631 sf New Parking Area = 5.661 sf Total Treated Impervious Paved Area 19,015 sf The proposed design will provide treatment and detention for the 5.661 sf of new pavement area as well as an additional 13,444 sf to compensate for the new roof area being added. 2. STORMWATER DETENTION Site Basin Areas Parking Lot BaSIC _ u gryious Ar !2 Total Acres Pre-Development _ 0.00 acres _ 0.44 acres r 0.44 Post-Development 0.44 acres _ 0.00 acres 0... --) Desi n 2A-Hour Rainfall Amounts Design24-Hour Rainfall ?i Source �� 2-Year 2.50" Based on Clean Water Services 10-Year 3.45" Stormwater Management Manual 25-Year 3.90" Appendix A Hydrology & Hydraulics Basin Curve Num_be_rs CN _ Basin Surface CN Description Parking Lot New Impervious 98 AC Paving Existing Greenfield 1 82 Lawn a_ Concentration Times Tc Ere/Post Tc i _ Parking Lot Pre-Dev 10 min -� Post-Dev 5 min m W Stormwater Discharge Flows J Parking Lot eDey Peak Q I_PostDevP _ 2 Year 0.093 cfs _ 0.283 cfs _ 587 cf 10 Year 0.181 cfs 0.396 cfs _ 713 cf 25-Year 0.225 cfs _ 0.449 cfs 725 cf TEMPLETON ELEMENTARY SCHOOL PROJECT TIGARD, OREGON STORMWATER MANAGEMENT REPORT Page 5 Detention Provided Underground System 18" Diameter ADS Pipe Detention Volume: (450 If) x 1.75 cf/If = 788 cf Basin Reg, Det. ' Parkin Lot 725 cf y 788 cf Orifice Control Structure Basin Orifice 1 Orifice 1 Orifice 2 Orifice 2 Overflow Parking Lot 1 1.8" Outlet IE 6" 15.6" 18" 3. WATER QUALITY DESIGN Impervious Area = 0.44 acres = 19,015 sf Rainfall = 0 36" = Time Period = 4 hours Water(Quality Volume = (19,015)(0.36) / 12 = 570 cf Water duality Flow = 570 / 14,400 = 0.0396 cfs = 17.8 gpm Summary Use Stormwater Management catch basins. A minimum of two catch basins is needed to provide water quality. Site topography requires that three will be needed. See attached vendor data sheets Z r n J_ n J Water Quality i DATA BLOCK ONE-CARTRIDGE STEEL CATCH BASIN STORMFILTER STRUCTURE CALLOUT ID WATER QUALITY FLOW (CFS) CONVEYANCE FLOW (CFS) RETURN PERIOD OF PEAK FLOW MEDIA TYPE RIM ELEVATION (CHECK: RIM - IE-OUT . 2.3') 1.E. DIAMETER INLET STUB OUTLET STUB CIRCLE CONFIGURATION: OUTLET OUTLET ri r-1 E li INLET INLET OPTIONS (AVAILABLE AT EXTRA COST): OUTLET STUB - OTHER THAN S' DIAMETER INLET STUB OTHER: L h- 5 Joe TORMWATER _m MANAOEMEN INC. W 12021-0 N.E. AIRPORT WAY- PORTLAND. OR 97220 (503) 240-3391 FAX. (503) 240-9553 mam -_ ""O'ft_ CATCM fASIN STORMFIITER ONE-CARTRIDGE VTEL UNIT a IA BLOCK W. I pm LWMA% I//ff11/f II f. _4 •___-_ 3i S � Iq --I �g 2 N y� _ � s a to � .• ' m Af 4 all Ali 1 CL S A m ,,._...�«� ..��. cATcw IASIN Tfavnifii ^_ OW-cARTMDOE Snft LWT STANDARD DETAIL A ~ �---- IAM/Itlfpf 111, STEEL CATCH BASIN STORMFILTER SPECIFICATIONS p/J11 1 00KRAL 21 STIML CA704 WSIX CWPONDOC 1.1 31C11CH WWOES A. atoll cmeo eee11•. C•WI •sh cost he an "wood .lost moUntwoo. ro►riclice flat% 1/4-inch ol"L cooled iftd* She •N ah7n asemeNjs Mint. Cold Bad. Starm/llrr, o^! "else few 7O,DOII it loa4ime. 1.2 ROAM SCCTIONS R.Cauh ftbls Grote Gtotlq Swfl be dnrtila I,%. nenennatise and need far 20,000 N Imdba9. f•c6•n [ )f C. call E@4in Saie ue: solid lid Mwll be o aT•n0 Olab 4 aan. ucG•n 13 SUSAMALS AN ;--dh*MIS OWPOA, all @idea coaled-Ah asa.Mic Ps;,,I, and mind far, 20,000 Ib Icadhv9. A. ShIlm"matr hfaratgtintM fo awbwIl Snap 1110wrm i if ranrrrcldr for approval. 23 mMSRACfOR-PnnOtAOCD mRiNPONCN Slamwvatt hlubgarnonl to wr4nl OpereGm and Mmi.tbrvarca W.uel to A. Concrete: SMII Da 3000 psi, 29 soy w1mrohv 3/4-inch round root. conheeton M mq.wM. 4-;am duwhp moarrsum, placed wllhin 00 rrinvtee of Wolial mjhina. on all PARE 7 PRODUCTS *Ihenin specMed Ir the general thdhalcal specification@. meet ASyW LI IM1Nt1A�COhrONENM , Med m:nal •M @anohles ISY lista ns. (00 bQ r s dAbrwka /« 9 spcalrteema. A AN Irl•mal comporrmoo Inalhudlr•9 PVC plpb9, moo, cortrldp(s) and nater C. Sa►-►4641 Shall tie 6-inch minifnVn 91 3/4-IAeh Rlinua task at as waste(as SpooNLd In the 9smflNr data black) shot be provided by othenwres speeAl•d in the gervnl teen.icol specifications. %?AM-atr Meneg[mtnt Ina_ 1066 NC Colrwbin Dhd,Part bond. ON is"', (o00/h1Y-dY7). D. Rn*RN: Shall be 3/A-Inch %flora nark or se aMr+ide spwNSM In the gtA•nal lechnioat eplyllfad{@rw IL " roping: NI ;droll PVC ejejne an6 nflnso Shan %wet AMU 01705. PAR" J EXECUTION C. note, Certrldge: J.1 S1Er.l CGt10$91901 1, Carafdg• eetlam Pon. Inner ufn9, one nmo ensu be ranew.elea ham trials, loo-d•dhty footpAnylorM. Corvhdga edea% scall corw4l of gohonhted I, Cslch bor n meshell be set Ind end p►umb- 1i . f/7' "Ided vin fabric (if q4- min urn) An a bonded PVC tooling. Inlemol ports shall .meld d PA: ala AES pipe urd f -ge, 9, CO1N11ciir Shell prevent sediment and debris how entering [tie flier 9Phon-POrm, set Iwll be asrwir @led b•m M1nr leo-denelly, .t,4 during cmMrudim. pdye"arht. f Air Inbtic shall bt 10 . tib clear hbergion mesh. "met inner fabric anal be 10 S 2-5 clear nlyfo'�w mean aver pnenai C.Carlreelor Shall mwpoet au►-beee 10 1St of taw Siwun dendLy ala to 7210 at Sown peNe"ons afth a US Standard Sew #20 opening Sao. NI svwnfaa speleeed by eryfaeer. Urww mu uAabbn0r below duo-genas enol trYdYllatecue octave, null, and ToWmre shall old aluminum or 611;nI4oe p fspseed IN 0141110 by sligynaer. dol, 0. 11 neaslory the Intel .harbor ropy be filled wth cleanualar b mslef 2. An or*ce plata shall be supp" with hath cartridge Is rviWel faav r In tne.U.9 Udes ll@% during nalnof.. .0111 Ons dL W s rudva ►aNlled rale to is qpm reaww—m. an the snenle cola,Y pound 0. r01ar media: nir media shell be by S4emrweter Monalr+wM w L c4ormlal then compact bcvfl to grit of mol;nvm density or tie tip rowed oilrrhota flier media opencrosbl at one or mea d he olOwn;ea saocilled by enm;.eer. Idlowyh9, 04 apradfod In the sto'"ilfr, data bled. F.Eo1eh bs1A au1M ahaN M oonneebd to downs►eem (mal upatreem, N 1. Perlhe Medfm Prime r»nle Mall Do mass d no Mfol sticepus wlennk 1pOdlcoble)piping uWhg a neclYa-type ceupnnq. teak free sf any eHris of rotation Trotter, the amended wito Shan hew e bulk dem Ay no.9iha hen 41.5 to 8.5 Ib/IU and solids ss m.a;.9 G. Concrete Mriwef r slob shell be cane4ialee 1 root r49 slid 4 jRMu Iron Opo to 0.50 I.mas. thick. Sea $11011 ylclVee two 04 rotor hsoee wiel ml omvm 4-;fish *YWGp I dounh Alb. .-'.m vertical spcaing Women hype and mn;mem t CSF laof headier CSF Lae -tole shell be nods axl.e,rly d folk. )-Incanons from centrale ourbcsa. flocl000vo lady" wi01 NII Orion 5311 by city wMgnl 01 woody Or gtsw yang debris nnelrids. fllaf radio shelf DTI granular and enol conloil Nes than 31 nVER GtptteOCC 0.501 Irigo nosrlal such as don or dod'r. contaminants. Meda shot be dry ■1 the tine of fnwlollauen. Men Orin Slomnrlter et1011 be Plevidae complete elh terlriMa(s) one carbide*media irrlallad. Too CSi Lad nsdlo Stall has a bulk density vag1nl (nen a0 to bO b/1t3 leo Parade WAR 10.9119 fern OD7 to O.W wcosa. uormum was 33 CAIMUL, or dist for Alr media stall so Wrndd as: m644 passing 1hroug1t a US Sbndand S;ew /4 shall have no own Iter IDR (try rrass of dry moo( A. the ploieci db MSN be eM4n one hes of art Ona debris were runeft po•irq c l,6 Stendrd 5eva X43 b SI V141,1s e4r thm e flier. SAO os $1114111 be ;A a comilllfo cerwlim as sppraosd IV Ike eng:nor. fhe projsf ale ;*cWs any Surface tad 3. ZwlRt Media: 2oahle rrwdlo dull be made d naturally oomm.9 nsnldbulee abrin dra1149e to the eplem, elfneptlwtRe. write. het t 941041e0l aVUMorb of petalduw-raleLm-e*dlrn eWmineol:eas. R.the kdol/ougd thember end notr chamber(e) shall be free of IL 70trpaSeA voar;a end ae6whsol before Ills eyHtm 1 olac4/ in opret;en. rhe ndAs made,,Pref lws o bulk denAy hes. g d a Logo. Is SO Ib/fU, pa'tide alas rwngbg Irpm 0.175 b UES Inmel. and a cotton rm@nga L. Canlndar Fol Thaw the 4--fork rmoarery cerwlwdien plug(*) F. emeolty nen9ing horn 1-0 to 21 moo/q betvw. Ike inlet chombr and "a, ch.-ban(s) to piece law "to-in N ep@rdea. 4. Ifen-Mvaed Media: Iran-Infused modls enolI Do mop Iron prwnalc rain mired lith ion particle@ and palymorifeel to tern open cellular lean. n.IN. c-ram elsmrn plug " tab "'Arov 0411 .st shell ram@w In para Tie @loch welonob mud is free of debr''s :Dh he jnn ootids being for proper opertrisn of the eystom. nm-nwoc1A•a and non-Posed. fhe Ir .4rlu@ed nwdla Shall hoarh a a bulb dwy, hem 20 he20 10 30 CND 0r SrCnON b/h] tial parlor st/ee ro.qfnq rran 0.a to 05 Incrve. S Plaatod fabric hdert.• Pleats fabric insert shall be constructed rAh a minimum of 75 p-14 of fabric placed botwan two aluminum end mg. .J oath rwapsn. gaskets. 11w salol dbvnHme of the import Shall be Ieift' OD. . 115' ID. . IIES' bl. rhe fobdc shot meal uw follar4r•g tpecMmtlarvr 140 pilots nmSurtry 2.1215' . 1178': 10011 30 PC/9111 tircomponorvi ne4c iMcbness of 1/ r%hs: Mullen eursit at 54 she: and Couhsr P•ramoter at 70 micron. 'rrrt ft_ Oar`r` wCATCH IASIN S10RNFlLifR sw yam=,wevo sw' srrvt 9416 ONE-CARTRIDGE SVE1 U►fT Patty— srtrmca rroas 3 K45111 poll;W7 MW"% y ■IRA///I�f /ioil it C M DOC, _Q�D_G� � OPGu� G'DO�QP�' i-01,1,11 -k MUN .At"k, 11-1 7�7__ A A STEEL CAl48M14 stotrorwvr PLAN VIEW 'e • -lut a-------L r N'W.41kQW WIN "2 ..' 17- StrEL CA-CIIIIIASM Sfor•nrilflr - SECTI STEEL CA!CHOASI% Stvm-'I-9, SEC-ION EW 77, U,S.PATENT No. 5,322,629, 5,624.576.AND OTHER U S.AND FOREIGN PATENTS PENDING The Stormwater Management StormFilter® Is now available In a steel,concrete or plastic catch basin configuration.The CatchBasin StormFilter system, an extension of the widely accepted StormFliter Best Management Practice, has been engineered to replace the standard catch basin. In the CatchBasin StarmFilter, polluted runoff enWs the system through a traffic bearing grate. In the inlet Chamber primary settling of the runoff occurs,and the heavier solids drop to a sun;nn the vault floor.The water is directed un.fer a baffle into the filter chamber where the StormFilter cartridge is housed. During filtralion, finer solids and soluble pollutants are IL removed. Clean water is discharged from the filter and directed around the overflow bypass weir to the outlet pipe. During heavy storms,when the flow exceeds the design flow,water in the inlet chamber spills over the bypass weir, preventing the rp-suspension of sediments and pollutants trapped In the cartridge chamber. SYSTEM FEATURES AND BENEFITS GENERAL SPECIFICATIONS -Proven StormFilter technology targets site-specific pollutants *StormFilter capacity-5-15 qpm/cartridge(up to 4 cartridges) -Low cost,heavy gauge,all steel construction ,Peak hydraulic capacity-1.0 cfs or 3.0 cfs W .j -Internal bypass minimizes re-suspension of trapped pollutants -Hydraulic drop(Rim to Invert)-2.3'to 3.31 •Simple,low cost installatlor,. -Outlet pipe diameter-611 to 1211 •Easy maintenance supported by Stormwater Management ,Load bearing capacity-H-20 rated •Operation and Mainttnance Guidelines available from -Optional cnrros;orre%istant powder coating III Stormwater Management Inc. •Also available in concrete and plastic 12021-8 NE Airport Way, Portland, OR 97220 0800-941111-4667 0800-9611-1271 0stormwaterine.com urcwnr n■.i,r r CATCHOZ-k9OR CONCRETE COLLAR i — FILTER CHAMBER COVER GRATE 6 FRAME r.ILTER CHAMBER INLET SLOPED DIVERTER PLATE S1� CARTRIDGE SUPPORT OVERFLOW WEIR CREST ~� BEAMS 121 StormFilter CARTRIDGE y SCUM BAFFLE DEBRIS SUMP / --_ FILTER CHAMBER OUTLET 1 I a DEBRIS SUMP _ ` ate•. a oc -� OUTLET PIPE CLEANOUT OPENING IN WEIR WITH HOLE 6 EXPANSION PLUG _J W ' J Also available In concrete and plastic. STORMWATER MANAGEMENT INC . 12021-0 NE Alrpert Mat, Portland, OR 97220 �� 0800.948-4667 0600.661.1271 ©tterenwaterlea.eem DEC-09-2004 11:51 SJO CONSULTING ENGINEERS P.002 16575 SW S09U0107 parkway 8ullr 140 Portland. Off 972:4 *0 cONSULTINC INGINE IRS. fmc. December 9,2004 City of Tigard 13125 SW Hall.Blvd FIL E Cap Tigard,OR 97223 r Attn: Hap Watkins Building Division Re: Templeton Elementary School Renovation Project Stormwatcr Facilities CUP2003-00011 Dear Hap: The engineering design for stormwater quality at Templeton Elementary-School incorporated three(3)filter catch basins manufactured by Stormwater Management,Inc. Detention was provided by a field of 450 linear feet of 18"underground HDPE pipe and a flow control manhole. I visited the site at various stages of construction and confirm that the installation of the quality and detention facilities are in conformance with the design and specifications. Sincerely /. Mark Wharry,P.E. Principal IL a cc: Brian Greenwood/DQWA Nick Harris/Cornerstone m w O:u4N TTS)-Ta+npktm\DOCSQ.FMRU?0"4hw.wO 503 1226-3921 fax:226.3926 general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was,to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor,Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include ali of the requirements of the ADA. Approved Plans: I sel of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the.jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of'Tigard,Letter of Transmittal. The letter of transmittal assists the City of Tigard in trackivir and prices ' g the documents. Respect r' B1 , Senior ans Examiner r 1 1 i i 1 1 ELECTRICAL CONTRACTORS. INC. 03 S.E How"Road o"^97267 (507(i t1! FA`((503t 8594941 3�P2�-� - i�oz�� f FIRE ALARM INSPECTION AND TESTING FORM OLS 0163E Site: �r �s�n__ ��'"` -n a-�-- -._ Date of Testing: 12113 t�L. d�J tap S W, M LAr b o c k S k Contact: ALC- 0 4 . Address. c.�� 7 _ Phone: O 3 Fax: 50 -3 4.S INSPECTION PERFORMED Quarterly Semi-Annual Annual Other MONITORING ENTITY Name Type of Dialer. _. (�. _ __ — Phone:j_ ,R(VQ— Make: Jrt F��o►r � tYo��cy�►, 1�J��-a Account #: II M 17 5 3 Model#: .,� 4AQ _ FIRE PANEL Manufacturer Model# �� - -- Circuit Styles �2_ # of initiating circuits or Zones: C # of signaling circuits: Primary Power. Nominal Voltage: .1r2_S?)L Amps: O i Over Current Protection: Type:_- Amps: ;LO_ Power Location (Panel Number Secondary / Standby: Batte,y Voltage _gq✓. Amp--Nr Rating. 7,1D . Date Battery Installed. ? /_? / ? Battery Condition.- Fire ondition:Fire Alarm Inspection and Testing Page 1 of 3 PANEL CONDITION Good Bad Comments Lamps/LEDs _ Fuses - Trouble Signal Disconnect Switches ✓. �._ - Ground-Fault Sun. Remote Annun. Additional Comments: ALARM INITIATING DEVICES AND CIRCUIT INFORMATION 09vice Quantity *Tested Pa es Fail Manual Station -- Mon Detector --- Photo Detector 3 _ 3 _ (/ Duct Detector —2- Heat ZNeat Detector — Water low Switch i _,1 ✓ Supervisory Switch v� Other �— Other. -- - Other Fire Alarm Inspection and Testing P;jge2of3 ALARM INDICATING DEVICES Device Quantity * Tested Pass Fail Horn/Strobe _ /�L _ _- ( Ll_ . .'�^ Strobe Speaker Speaker/Strobe Heat Detector Comments: ------- --- -- __ _ -- ON f OFF PREMISES MONITORING Signal Sent Yes No Comments Alarm Signal ✓ __ Alarm Restnre ✓_ Trouble SM4j��al ✓ __ Trouble Restore ✓ _ - _—_ �__ __ Supervisory Signal ✓ __- Supervisory Restore ✓ -- _ __ _ SPECIAL_ PROCEDURES: SYSTEM DEFICIENCIES / NOTES:___- 4. Did system return to normal operation ? Yes No Comments: This test was performed in accordance with NEPA sttndards- ap Name of inspector:1(c , / (W k 1.1 LU Signature of inspector . — Date. /3 0 Name of owner or contart Signature. ---.—_-- - Dale.- Fire Alarm Inspection and Testing Page 3 of 3 CITY OF T I SGA R D CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#I: BUP96-00163 13125 SW Hall Blvd.,Tigard,OR 97223 ('503)639-4171 DATE ISSUED: 1517 PARCEL: 2S 11111 AC-02901 ZONING: R-4.5 JURISDICTION: TIG SITE ADDRESS: 09500 SW MURDOCK ST FILE COPY SUBDIVISION: BLOCK: LOT: CLASS OF WORK: ALT TYPE OF USE: ED TYPE OF CONSTR: 5N OCCUPANCY GRP: E1 OCCUPANCY LOAD: 0 TENANT NAME: TEMPLETON ELEMENTARY REMARKS: Internal modifications Final Building Inspection and Certificate of Occupancy 6.pproved 7/20/99 by Tom Plescher, Building Inspector Owner: TIGARD-TUALATIN SCHOOL DIST23 13137 SW PACIFIC HWY TIGARD, OR 97223 Phone: Contractor: MICHAEL WATT PG BOX 82374 3625 SE 17TH Pq fah6►Nj"d7282 Reg 0: IL oc m WThis Certificate grants occupancy of the above referenced building or portion thereof and confirms that the building has been Inspected for compliance with the State of Oregon Specia Odes for the p occupancy, and use nder whic tt,e referenced permit was Issue l BUIL INSPECTOR BUILDI FFICIAL POST IN CONSPICUOUS PLACE CITY OF T I G A R D CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMITS: BUP91-00189 13125 SW Hall Blvd.,Tigard,OR 97223 (603)839-4171 VATE ISSUED: 9/11/91 PARCEL: 2S111 AC-02901 ZONING: R-4.5 JURISDICTION: TIG SITG ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: BLOCK: LOT: CLASS OF WORK: NEW TYPE OF USE: ED TYPE OF CONSTR: 5N OCCUPANCY GRP: F 1 OCCUPANCY LOAD: 72 TENANT NAME: TEMPLETON ELEMENTARY REMARKS: Install Portable structure for 2 classrooms. Final Building Inspection and Certificate of Oc;upancy Approved b/7/94 by Tom Plescher, Building Inspector Owner: TIGP.Rn-TUALATIN SCHOOL DIST23 CO��13137SW PACIFIC HMFILE TIGARD, OR 97223 Phone: Contractor: AMERICAN MODULAR SYSTEMS 10466 SUNNYSIDE ROAD SE SALEM, OR 97352 Phone: 364-1602 Reg a a m ca This Certificate grants occupancy of the above referenced, building or portion thereof and confir mn that the bui dIM9 has been inspected for compliance with the State of Oregon Spe Codes f e roup, occupancy, and use nder w.i h the referenced permit was Is ue r, BU ING INSPEC BUILDi OFFICIAL POST IN CONSPICUOUS PLACE LL�z LLfAppi r- � as ua aZT a� a► � vs ao r 9CL IL8 e- CL_ it r- M � r � F pr• � r• r• � r- w. i r� � n ►� ai AD r V Q F IL U) Lo 0 ;3 FDmmM � com fn L O l s 0 N w E E K E S ANCNITICTONN + IMTRAIGN{ + PLANNING arepdtects ine. DATE: May 24,2004 TO: Herb Stabenow City of Tigard FROM: Brian Greenwood Dull Olson Weekcs Architects COPY: Nick Harris Cornerstone Construction Management Steve Smith MFIA Consulting Engineers PROJECT: ELC2004-00091 Templeton Elementary School Addition&Remodel RE: Electrical Review Comments -Your Letter of April 8,2004. Please see the attached letter and attachments, as requested by your review. The letter, dated May 19, 2004, from Steve Smith responds sequentially to each of your comments. Attachments include information from PGE on peak demand and revised drawing sheets E3.1 &E3.2. (2) copies of each are provided. Included also is a copy of the City of Tigard Letter of Transmittal. If you have questions about this reply,please feel free to give me a call at 503-226-6950. Thank you for your review of this portion of the project. Sincerely, Brian G. Gre Dull Olson Weekes Architects r K 3 9 Ito SW WASNINO201 ST. 1166 I 08ATIANO, OR 97104 MEMORANDUM r: 503 116 6950 f: 001 213 01-921 drt,desrs.eoin tTiWkVrojecW03021 Templeton ES•2(IDAtt-Project FiletWord Processin0l 13 Code-P". Iskftbi aw052404 Elechlcel Review Convnmb doe RECEIVED �T John van Bladeren, P.E. MAY 2 0 2004 F, James L. Tormey. P.E. ,� Robert L. Connell, P.E. Scott Miller, P.E. UUU, INC. CONSULTING ENGINEERS•2007 SE Ash St., Portland, OR 97214 • (503) 234-0548 May 19, 2004 MEMO TO: DOWA Attn: Keith Johnson SUBJECT: Templeton Elementary School —Additions and Remodel 2004 This is in response to the City of Tigard Electrical Plans Review dated April 8, 2004. The numbered response coincides with the numbered comments. `+ 1. Refer to the attached information from the utility showing the peak demand. `r 2. Transformer `TB' will be located in the Storage Room next to Boys A120 (same room as Panels IEA and 1 Q. The owner has been made aware of(and will maintain) the necessary code required clearances. ,--A 3. Fault currents are as follows: Line side of 'EDS'-29.4 kA, Line side of`EUS'-2.65 kA. 4. Panels 'I EA' and 'I C' are `lighting and appliance panelboards' as defined in 408.14. Individual protection for these panelboards is not required per 408.16(A), Exception No.1. 5. See revised sheet E3.2 for added note at Generator. 6. The `grounding electrode' for transformer `TE' is the `grounded metal water pipe' where the water service enters the building (see revised sheet E3.1 for location). The `grounding electrode' for transformer 'TB' is the `grounded metal water pipe' where the `fire sprinkler water service' enters the building (located in Riser Room A 125, see revised sheet E3.1 for location). 7. The bonding conductor from transformer `TE' is#6 CU and is connected to water pipe located in the same room. The bonding conductor from transformer 'TB' is#4 CU and is connected to water pipe located in the adjacent toilet rooms. The affected plans (Sheets E3.1 and E3.2 with clouded revisions) are included as requested by the City of Tigard. Please contact our office if anything else is required. CL o'c MFIA. Inc. f- on Steve Smith C7 W Engineering Excellence since 1945 •[TEC-dCf-r-'Ms ild:t,r 1-RL":CDT TEAM 5035 704420 TO.5032340677 PAGE:02 Portland General Electric m ID: rive-Tlvo 1%i TIVO - Totals by Metter Page 1 of 1 12/22/2003 10 50:20AM O Cepr(Vll,POAW)d Garnaral Rlw,l,-Alf RKhn Ae yarvwd Custerrwr informetlr ry C.ust Name TIGARD DIST 23J Mfr Install Q1 02/05!2002 Pod 10 349461084 Meter No 63019869 91 suffix x Peak kWh 48160 Oct I Accounl 462309 251693 Svr Type CELC SrVe Addr 950 6W MURDIOCK ST City I Zip 11GARD/97224 Phone No (503)431-4650 001 Addr 6960 SW SAND13URG 6T city/Zip TIGARD 197223 Phone No (503)664-2221 Tranaforrnor Co No/Sim 1447 / 300.0 Map No C2 1-11A R Coord 7616412 Mount No 05693 v C"Id 645009 No. of Phasac 3 Rate 83C2 83 See Svc X1000 KW(C.3) Sarv"Volle 120 Menlh V�ar —kWh Total kWh on Peak Y':yh 64—,..7k _ kW Petk_ kW On Perk kW Ott PMk �_lkV D1iC �OI��..,T. ;rv�371fIQ' ,.��_�R. _y.�,.. ,f T,.,._ "1411 sA Jan 2003 37360 139 T9 Fab 2003 36860 148 so Mer 2003 40720 141 AA Api. r 2d03 T. 2A80 r. EA May 2003 36320 137 70 r: Jun I 2003 r, 34800 . 166 100 Jul 2003 20400 as 76 Aug 2003 17200 Al 66 Sep 2003 29120 155 82 , f., . CO ' 2003': °0166 ' ,,„ ., 155 ' P2 Nov 2003 23040 144 AO Ul 0 Cenyrlohi ronhnd Gamrnl 6leenir..AN nlah*Reeh,+ d I kt-IM 5035704420 TO:5032340677 PAGE:92 Portland general Electric M 10. TtYO-TIYO- 1551 TWO - Totals by Meter Papp 1 of 1 12/22/2003 10:b0:20AM O Cpy"grl,►Odlfnd GsnnN taMcvlc.AN A ghr:Rm."d Cuseolner Infonestlon Cust Name TIGARD SCHOOL DIST 23J Mtr Install Dt 02/05/2002 Pad IO 340761084 Meter No 83019SFl1!�I 6uMlw x Peak kWh 48160 Oct Acco'mt 482301 .2.51803 Svr Type CELC Sive Addr 95011 SW MURVOCK ST City/71p TIGARD 197234 Phone No 1503)431-4810 Bill Addr 695,03W SANDOURG ST City/zip TIGARD 197223 Phone No (503)684-2221 Transformer Co No I Site 1447 r 500.0 Mep No C2 11-11A K COOrr1 7615412 Mount No 05843 Y Coord 648009 No. of Phases 3 Rata 8302 63 See Svc.;1000 KW(C.1) Service Volte 120 Month Ysar kWh Totnl kWn On Poak kWh 011 P ,,� kW P-1, t wW On P"k kW Off Pink kVer "'' '� ' Uec' •�Ot13`"' .i,,,�9736Q ,i��a, _4,�,._.M .�', "1�b .. .._. _.. ;, -.; � 6e Jan 2003 373601 139 78 Feh 2003 38880 148 e9 Mar 2003 40720 141 ee w�::p►'" Apr SAO Q ��.w�j. .I. ,r.�ti•,..-•�- �Y1' - _ _ r A0 f' May 2003 ? 36320 ;137 70 Jun 2003 r. 160 3480.0 . ' • 100 Jul 2003 20400 AS 76 Aug 2003 17200 Al 68 Sep 2003 2.9120 155 82 ,fit -,•.. 21103 88160 1�5 92 Nov 2003 23040 144 AO ..J D] fel to _t "�' 0 C"VANN,PonlNnd Ge wal 6le mie.AN M#hVe Pfter vd �i AUCTUpq� B SKYLIGHTS OVE IN� PROF�f I NE�� EXIST CONCRETE WALL 715 �f r--,L— e- --, 12"+1- G 0 F. A( A 48" 4'0 L. (101 o z Vl EXPIRATION DATE, 6-30-05 in F� X W 48"+/— 16"+ CITY OF TIGARD EXIST GL BEAM Approved.........................................................,�Q Conditionally Approved.....................................( ): PARTIAL FRAMING PLAN For only the wWk as described in: PERMIT NO. I -00 S3 See letter to:Follow........................................( ): Attaco........................................( Job dress: - G )sr By:�N Date. -CI! 2x8 LEDGER EXIST PLYWOOD 16d ®18' oc STAGGERED VERIFY THICKNESS PLYWOOD MATCH THICKNESS OF EXIST 2x8 ® 16' ocIsm — JOIST HANGER EXIST HEADER SECTION A-A 3/4" = 1'-0" 2x8 LEDGER 16d ®18"oc STAGGERED PLYWOOD MATCH THICKNESS OF EXIST kill FYIST HEADER W2x8 ® 16"oc SECTION B-B _ OFFICE COPY 3/4" = 1'-0" NISHKIAN DEAN 'on—-- TEMPLETON ELEMENTARY SCHOOL Sheet No Title N FALL AT EXIST SKYLK3HTS CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 --- Drown Dy GLC Dele 06/23/03 0 319 SW Washmglen St , Ste 720 Portland, OR 97201 Checked By. CLC RS-01 Tel (503) 274 1843 Fax (503) 273-5696 Scale AS NOTED -1%ND434 TempOclon FS AddRmn\Dwgs\SVnctuial\RS Drawings\434 rs01 dwq,06/73/71107 07 09.02 AM CITY OF TIGARD CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP2004-00072 Awircift 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 06/16/2004 PARCEL: 2S 111 AC-02901 ZONING: R-4.5 JURISDICTION: TIG SITE ADDRESS: 09500 SW MURDOCK ST SUBDIVISION: BLOCK: LOT: CLASS OF WORK: ADD TYPE OF USE: COM TYPE OF CONSTR: 5N OCCUPANCY GRP: E1 OCCUPANCY LOAD: 298 TENANT NAME: -T"Nm PLA7'eN REMARKS: Addition & remodel to existing school Owner: TIGARD TUALATIN SGHCOL DISTRICT 6960 SW SANDBURG ST TIGARD, OR 972:3 Phone: 982-4188 Contractor: TRIPLETT WELLMAN INC PO BOX 160 WOODBURN, OR 97071 Phone: 982-4188 Reg#: LIC 43496 4. OC 3 AJ This Certificate issued 12/10/2004 grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for COMM nice with the Stat of Oregon Specialty deorZtgroup, occupancy, se un r whi t eferenced pF;rmit w s R d INS OR BUILDING WFICIAL POST IN CONSPICUOUS PLACE CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE ATLAS ELECTRICAL CONTRACTORS 4403 SE ROETHE RD MILWAUKIE, OR 97267 Electrical Signature Form Permit#: ELC2004-00091 Date Issued: 7/1/2004 Parcel: 2S111 AC-02901 Site Address: 09500 SW MURDOCK ST Subdivision: Block: Lot: Jurisdiction: TIG Zoning: R-4.5 Remarks: Electrical work for addition & remodel. Limited energy systems are: Clock systems, data, fire alarm, HVAC & intercor4paging. Your company has been indicated as the eibc!rical contractor fe, the permit indicated above. In order for the electrical permit to be valid, the signature of the Su-erv,5ing electrician is required. Please have the appropriate individual from your company sign below and return this Electrical Signature Form prior to the start of the work to the addrr*ss above, ATTN: Building Division. No electrical inspections will be authorized until this completed form is received OWNER: ELECTRICAL CONTRACTOR: TIGARD TUALATIN SCHOOL DISTRICT ATLAS ELECTRICAL CONTRACTORS 6960 SW SANDBURG ST 4403 SE ROETHE RD TIGARD, OR 97223 MILWAUKIE, OR 97267 Phone#: Phone#: F-659-4944 IL 659-2212 Req #: MET 00002432 ♦.. SUP 2581S N 1.1C 1532 ELE 3-2C AN INK SIGNATURE IS REQUIRED ON THIS FORM m � X %-1txj Signature of Supervising Electrician If you have any questions, please call 503.718.2433. CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)631"175 • INSPE&ION DIVISION Business Line: (503)639-4171 Sup Zk3a4r-004405- GST Received .—Date Requested_t� �c-- AM_ PM BUP Location .. 'i'J Q0 1�- Suite _ MEC Contact Person Ph( ) PLM — Contractor --,�--� —_ Ph( ) AeA -033-7 swR BUILDING Tenant/Owner ELC Footing Foundation ACCe138. ELC -- Fig Drain ELR Crawl Drain Slab Inspection Notes: SIT -- Post&Beam Shear Anchors — Exi Sheath/Shear Int Sheath/Shear craming Insulation Drywall Nailing ---- Firewall Fire Sprinkler -- — i 3usp'd Coiling - ---- Roof PASS ART FAIL NO Post&Beam Under Slab --- — __ Rough-In Water Service _ Sanitary Sewer Rain Drains Catch Basin/Manhole Storm Drain — Shower Pan Other: Final �- PASS PART FAIL — MECHANICAL � _ Post&Beam Rough-In —_ — Gas Line Smoke Dampers Final PASS PART FAIL - - — — ELECTRICAL Service ' Rough-In UG/Slab Low Voltage Fire.Alarm Final r Reins on fee of$ Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL L� � - required before next inspenton.i SI'T'E L I Please 11 for re spection RE:— , � e �Unable to inspect- no e*�sa Fire Supply Line �- ADA Approach/Sidewalk DoW Other: Final DO NOT REMOVE this Illrits oallon record from%*job sib. PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)8311-4176 • MST INSPECTION DIVISION Business Line: (503)639.4171 nn,,�� SUP — Received e_ Date R �'� Requested ( �2 AM PM BUP Location �" :07_3 M Suite — MEC Contict Person ��G _ Ph( ) PLM — Contractor—_ _ _____ Ph( ) _— SWR BUILDING Tenant/Owner _ ELC Footing ELC _ Foundation Fty Drain Access: ir��;�/� 1 ELR Crawl Drain '�/ srT Slab Inspection Notes: Post&Beam — Shear Anchors Ext Sheath/Shear — Int Sheath/Shear Framing -- — Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Hoof Other: ` Final ----� PASS PART FAIL PLUMBING _ Post&Beam Under Slab - Rough.-In Water Service -- Sanitary Sewer Rain Dmins Catch Basin/Manhole Storm Drain Shower Pan Other: --- Final PASS PART FAIL MECHANICAL Post&Beam _ Rough-In — Gas Line Smoke Dampers Final PASS PART FAIL - ELECTRICAL _j Service Rough-In _ U.11 UG/Slab — ,J Low Voltage Fire Alarm Final Reinspection fea of$ ____required before next Inspection. Pay at City Hall, 13125 SW Hall Bial. PASS PART FAIL gRE Please I for ret pection RE:— E] Unable to Inspect -no access Fire Supply Line fr ADA Daub \ w , Approach/Sidewalk Wothou1DO NGT REMOVE thls Inlspoliftlen mord fromdw job sib. PART (FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Lim (603)631"175 MST INSPECTION DIVISION Business Line: (603)635►-4171 BUP BUP — Received Date Requested �J/—AM PM 1:f� BUP --- LocationSuite MEC Contact Person . ,/ Ph(�1L) PLM — Contractor Ph( _) -- SWA BUILDING Tenant/Owner _ ELC -- Footing ELC Foundation Accqs Q_7� Fig Drain ELRG� � - U Crawl Drain Slab Inspection Notes- SIT Post&Beam -- Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing ---- - Insuiation Drywall Nailing FirewRll Fire Sprinkler - Fire Alarm Susp'd Ceiling -- —"—i Root _ Other: T _ — Final _ KN PART FAIL PLUMBING -- — Post&Beam Under Slab `- Rough-In , Water Service Sanitary Sewer Rain Drains Catch Basin/Mnnhole Storm Drain -- Shower Pan Other: — Final PASS PART FAIL MECHANICAL ---- Post&Beam Rough-In — --- ---_— _ _ Gas Line Srnoke Dampers - --- Final - FAIL LECT - i Service- - —�-i— I Rough-In - - UG/Slab jLow Voltage —�_ ---.--- -- - Fi a Alarm .c n PART FAIL Reinspection fee of s,--required beforn naxt Insrection. Pay at City Hall, /:1125 SW Hall Blvd. Unable to Ina --no access SITE �� Please call for reinspection RE:—_______ '� t� Fire Supply Line ADAxg Apprnach/Sidewalk Other:_ Final / DO NOT REMOVE this InspoWen milord un sly. 8S PART FAIL CITY OF TIGARD 24-Hour BUILDING Is Inspection Line: (503)631"ll76 INSPECTION DIVISION Business Line: (503)6351-4171 MST BUP Received Date Req u sled AM--PBUP Location �' � �/� _ _ Suite— —. MEG _ Contact Person _ — Ph( ) PLM Contractor Ph( ) SWR _ BUILDING Tenant/Owner _ ELC Footing Foundation ELC — Fig Drain CCet3s3: ELR Crawl Drain Slab Inspection Notes: SII' Post&Beam Shear Anchors - Ext Sheath/Shoar Int Sheath/Shear Framing Insulation Drywnll Nailing - Firewall Fire Sprinkler - — Fire Alarm Susp'd Ceiling - — Roof Other. -- Final PAS RT FAIL MBIN earn Under Slab Rough-In Water Service —_ Sanitary Sewer Rain Drains — - Catch Basin/Manhole Storm Drain -- Shower Pan Other:_ F AS PART FAIL VErCHANICAL Post&Beam Rough-In a Gas Line Q, Smoke Dampers ---- -- F- Final PASS PART FAIL - _ELECTRICAL - -� Service LD Rough-In _ 0 UG/Slab J Low Voltage Fire Alarm Final Reins fon fee of$ required before next ins PASS PART FAIL t"J f Inspection. Pay at City Hell, 13125 SW Heli Blvd. SITE Please call for rrninspection RE: —_ — _ Unable to Inspect-no access Fire Supply Line ADA Approach/SidewalkDry Other: Fina! DO NOT RElY M U&II11111"OtlM 1r *Wd t1+ a!ho fob ON& PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (603)631-+x176 INSPECTION DIVISION Bushists LI'ne: (603)630-4171 MST _ // OUP _ Received Date R IJ Received AM___PM_ . BUP — Location ) _Suite__—�, MEC Contact .— Contact Person — -mac` _ Ph( )Or 3 3_7 PLM _ Contractor_ _.. —._ Ph( ) _.— SWR BUILDING Tenant/Owner — ELC Folling Foundation ELC Ftg Drain CC�188: ELR Crawl Drain Slab Inspection Notes: SIT — Post 8 Beam — Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing - - -- Insulation Drywall Nailing - — — Firewall Fire Sprinkler - — Fire Alarm Susp'd Ceiling Root Other: _ Final L ASS PARTFAIL st&Beam Under Slab Rough-In Water Service ------ - — Sanitary Sewer Rain Drains — - Catch Basin/Manhole Storm Drain — Shower Pan Other: Final - — PASS PART FAIL MECHANICAL _ Post 8 Beam Rough-In -- Ras Line 4. Smoke Dampers — a Final U) PASS PART FAIL -- ELECTRICAL — — _�— J Service ED Rough-In Ce a -- 0 UG/Slab L L 1Z W Low Voltage Fire Alarm Reins�ction fee of$,. required before next ins PA PART FAIL - Iection• Pay at City hail, 13115 SW Hall Blvd. SITE _ I ! Please call fnr reinspection RE: Unable to inspect-wi nooess Fire Supply Line ADA DrAe/ o lAspeat�ttr �- txt Approach/Sidewalk Other: Rnal DO NST REMOiYE thl,s Iflti�MNl1o1f1 It:OIf11 1,,Ib. PASS PART FAIL CITY OF TIGARD 24-Nous BUILDING Inspection Lim: (503)639-4175 INSPECTION DIVISION Business Lino: (503)$39-4171 OUP Received __ Date Requested J 17 'PM SUP Location _ __ QU_ Suite_—_ p Mic ry Contact Person — Ph(_ Q -71 ) ��-.� ` 13 a PLM _;?0U 0Q�1l Contractor._ _ Ph( SWR BUILDING _ Tenant/Owner f LC Footing FoundationCC9ti8' ELC Fig Drain ELR Crawl Drain Slab Inspection Notes: SIT �. Post&Beam Shear Anchors - Ext Sheath/Shear _ Int Sheath/Shear Framing _ Insulation Drywall Nailing Firewall 47� Fire Sprinkler Fire Alorm Suspd Crding ------ — Roof Other: - -- Final i PASS PART FAIL V --' PLUMBING Post rBeam Under Slab Rough-In Water Service -- -- Sanitary Sewer Rain Drains - qpffc L3 Manhole orrn in i — Shower Pan Other: _ --- F' PA PART FAIL -- - '— HANICAL _ Post&Beam i — Rough-In Gas Line 0- Smoka Dampers 1K Final N PASS PART FAIL ELECTRICAL J Service m Rough-In (� UC/Slab W Low Voltage 't Fire Alarm Final Reinspection fee of required before next ins PASS PART FAIL I inspection. try et Cffa Nell 131?5 SW Hall Blvd. SITE _ Please tail for reinspection RE: .___— Unable to Inspect-no access Fire Supply Line A nA Approach/Sidewalk ��-f� Vammeter Mt Other:_ Final DO NOT RtM011R Mob 111 /iMd as l*a" PAt38 PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)838.4175 0 INSPECTION DIVISION Business Line: (503)838-4171 MST SUP _ Received _ Date Requested ;2_�_. AM /PM BUP Location s_ Z'LA Z 1bSuite p MEC Conlact Person �� Ph PLM 0700q-000 G'r Contractor Ph( ) _ SWR +_ BUILDING Tenant/Owner. _ ELC _ Footing Foundation ELC Access:Ftg Drain ELR Crawl Drain Slab Inspection Notes: SIT Post&Beam _ Shear Anchors — Ext Sheath/Shear _ Int Sheath/Shear Framing —_ ,__ odd — Insulation Drywall Nailing Firewall Fire Sprinkler -- -- Fire Alarm Susp'd Coiling -- - Roof Other: - ------ Final PASS PART FAIL PLUMBING _ Post&Beam Under Slab Rough-In Water Service Sanitf!ry Sewer Rain Drains Catch Basin/Manh ile Storm Drain --- Shower Pan Q PART FAIL HANICAL _ Post&Beam Rough-In Gas Line 4. Smoke Dampers OC Final PASS PART FAIL ELECTRICAL J Service m Rough-In UG/Slab WLow Voltage _ Fire Alarm Final Reinspection fee of�, required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE !__1 Please call for relnspectic n RE: Unable to Inspect-no aleosss Fire Supply Line ADA Approach/Sidewalk iDrNb — 11le�selAf — _iiillk! Other:� + Final DO NOT REMOVE!hle 10*060M rleord tMM"M fob N&L PASS PART FAIL BUILDING Inspsctlon Uns: (503)639.4175 1197 INSPECTION DIVISION Business Une: (503)639.4171 msuP Received _. _ Date Requested_ App ��PM - 8UP Location __-- UCi ,L.c nSuite _.— MECS Contact Person Ph( ) _—U„� � PLM Contractor_ Ph( ) 8YVR BUILDING Tenant/Owner ELC Footing Foundation ELC Fig Drain wess' Crawl Drain ELR Slab Inspet tion Notes: SIT Post b Beam Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing Insulation — Drywall Nailing — Rrew re rink or Ceili Roof Other: ssAIN'T FAIL Q Post&Beam — Under Slab 1 Rough-In Water Service Me— LL Sanitary Sewer Rain Drains — Catch Basin/Manhole Storm Drain ----.-- Shower Pan Other: Final PASS PART FAIL _ MECHANICAL a —� Pact&Beam Rough-In Gas Line Smoke Dampers AC 'FMW PART FAIL SLECMICAL Service J Rough-In m UG/Slab - — t7 Low Voltage W Fre Alarm FK►af PAW PART FAIL Reinspection f®e c�I g__.__—. required fore next Inspection. Pay at City Hall, 13125 SIN Hail Blvd. SITE - Please call r rein tion =ire Supply Line 1)rsaMA to Inspect ,o access 40A p!b .. 111 th %pproach/Sidewalk ether: ftt- -Inal OO NOT REMOVE Ski loop*" hoo�ri how go bb aftPASS PART FAIL i I OF TIGARD 24-Hour BliILOINGi 0 Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 0 MST _ c� BUP eceived _ Date Requested— ( _AM PM — BUP Location — dU [�. Suite_ MEC - ?-- Contact Person _ . ...— Ph( )�� PLM Contractor —_ Ph( ) SWR BUILDING Tenant/Owner —_ ELC Footing ELC _ Foundation Access: Fig Drain ELR — Ciawl Drain Slab Inspection Notes: SIT Post&Beam --- Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing — I insulation Drywall Nailing Firewall Fire Sprinkler - rIre Alarm Susp'd Ceiling Roof Other: Final PASS PART FAIL PLUMBING _. Post S Beam Under Slab — Rough-In Water Service - Sanitary Sewer Rain Droins --- Catch Barin/Manhole Storm Drain — — — -- Shower Pan Other: _ — --- Final PASS PART FAIL MECHANICAL Post&Beam Rough-In Gas Line p, Css- W mpere OC PART FAIL — Service Rough.In JG/Slab W Low Voltage -�_...- -� Fire Alarm Final ❑ Reinspection fee of$ — required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE Please call for reinspection RE: —_—__ __.—._� Unable to Inspect--no acoses Fire Supply Lir,c ADA Aprroat;h/Sidewalk Deft -- — -- �� * amt. Other: Final DO NOT REMOVE thb M tl+Bl'OW frnslw 601b dbk PASS PART FAIL , : CITY OF TIGARD 24-Hour BUILDING Inspection Line: (603)6304175 � MST INSPECTION DIVISION Business Line: (503)630-4171 BUP Received Date Requested � & d ___ AIM---PM __— LocationSO _ AA � �_ _ Suite__— — MEC Contact Person _ Ph(---,----, ) %1—0 4 7 PLM _ Contractors _.__-_- -_-_--- Pit(— ) SWR DI _ Tenant/Owner ELCNwaff=7_ �— ELC Foundation Access: Ftg Drains, � ELR Crnwl Drain Slab Inspection Notes: SIT ---- — Post&Beam Shear Anchors X44 - !SCG✓vt'r r - — — Ext Sheath/Shear Int Sheath/Shear Framing — - Insulation Drywall Nailing — — Firewall RV,)1C_ Ty V A4 i IN e'Of — Fire Sprinkler - — Fire Alarm �� d s Susp'd Ceiling Roof Other: PART FAIL — PL Bip; i --_ — Post&Beam Under Slab -- - -- Rough-In !Nater Service --— "— Sanitary Sewer Rain Drains — Catch Basin/Manhole Storm Drain Shower Pan _ Other: Final PASS PART FAIL MECHANICAL -- Trost&tyaam Rough.-In - Gas Lire Smoke Dampers --— Final PASS PART FAIL ELECTRICAL Service �^ Rough-In _ — 1 UG/Slab jLow Voltage ---- Fire Alarm Final ❑ Reinspection fee of$ required before next inspection Pyy at City Hell, 13125 SW Hall Blvd. PASS PART FAIL SITE Please call for reinspection RE:— Unable to inspect-no nrrfms Fire Supply LineADA Approach/Sidewalk Daft Other: Final DO NOT REMOVE lhlB 1eill'i so deb INS. PASS PART FAIL CITY OF T'IGARD 24-Hour BUILDING 0 Inspection Line: (503)09-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 BUP Received Date Requested . AM_..— PM _—. BUP — bcation _. .___ ____Suite — MEC Contact Person Ph( ) PLM Contractor C CLQ [— j Ph( �)►-��0 S t+�?71?—MR .-3 '� BUILDING Tenant/Owner ___ �_��+�►�--��_�___. ELC -33" BUILDING _ Footing ELC Foundation Access: Ftg Drain ELR Crawl Drain Slab Inspection Notas: SIT — Post&Beam Shear Anchors Ext Sheath/Shear Int Sheath/Shear .-naming _ Invulation Dr rvvall Nailing •.�=1 + ��i �T- 1� Firewall i-1re Sprinkler Fire Alarm C.-0 V\,V, Susp'd Ceiling — —' Roof Other: Final `� 1 PASS PART FAIL PLUMBING — Post A Beam Under Slab —- Rough-In Water Service _ Sanitary Sewer Rain Drains - - - Catch Basin/Manhole Storm Drain Shower Pan Other: - Final PASS PART FAIL MECHANICAL _ Post&Beam Rough-In Gas Line Smoke Ds�mpers - -- IY Final u� PASS PART FAIL - ELECTRICAL —_ J Service m Rough-In — (j UG/Slab W 1-ow Voltage Fire Alarm PAS PART FAIL ❑ Reinspection fee of$ _.required before next Inspection. Pay at City Hql! '13125 SW Hall Bbd. _ l l Please call f r reins action RE:�______..� ___ Unable to inspect-no aocm Fire Supply Line �/ Approach/Sidewalk Daft ADAT 6 insReetor__A Other: Final DO NOT RWOW thIS IIIAp8Old 111 room ff v aft. PASS PART FAIL CITY QF TIGARD 24-Hour BUILDING 0 Inspection Un3)639-4175 0 INSPECTION DIVISION Business Line: (503)639-4171 MST ,-N /f , BUP Received _Date Reqijested—T UZ I ld _ AM PM__ OUP Location �ya�do r=L< ._.__--Stine MEC _ Contact Person —_ ---- Ph PLM Contractor_ Ph( ) — SWR BUILDING Tenant/Owner 9�7A` � Et C Footing •/ `�— 1 Foundation ELC Ftg Drain FInspection Crawl Drain ELR — Slab es: SITPost$Beam Shear Anchors - — Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firowa" Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Other: — Final ^-- PASS PART FAIL— 7:7 - — PLUMBING _ Post&Beam Under Slib Rough-In Water Service Sanitary Sewer — Rain Drains Catch Basin/Manhole '�]-- Storm Drain -- - Shower Pan Other- Final PASS PART FAIL _ 'Y MECHANICAL _ Post&Beam Rough-In Gas line — a, Smoke Dampers - Final PA S$___ FAIL CE LECTRICA — J Servrre HDU r+� Rough-In co co UG/Slab uj Low Voltage -I rm - xs Reinspection fAe of$.__�v__-_� required before next Inspection. Pay at City Halt, 13125 SW Hall Blvd. PART FAIL _ _ _ Please call for reinspertion RE,_ _ Unable to Inspect--no access Fire Supply Line ADA Approach/Sidewalk Dab - 1 _ -_ �spoctor---- —_QiStt Other:_ Final DO NOT REMOVE this IMpl@Us I NN OW fOOM OW job oft. PASS PART FAIL CITY OF TIGARD 241-I1our BUILDING Inspection Line: (503)6386 4175 INSPECTION DIVISION Businese I I : (503)630.4171 MST BUP Received !Date Request"ed- _AM.__PM. SUP M Location 'S� ?�[G�GU suite___ � MEC Contact Person ph ks,�PLM Contractor _. , Ph( 01 —GU -) 4-!zL7 SWR BUILDING _ Tenant/Owner _ _ ELC Footing ELC Foundation Gess: 22 Ftg Drain ELR .7 Crawl Drain Slab Inspection Notes: SIT Post& Beam _ _ Shear Anchors 4` -- Gbt.(.� �/y'L(,(T „ •�� - — Ext Sheath/Shear Int Sheath/Shear Framing c Insulation Drywall Nailing _ Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Other: _ -- Final R PASS PART FAIL - PLUMP114 Post&.seam Under Slab _ — Rough-In Water Service Sanitary Sower Bain Drains Catch Basin/IVinhole Storm Drain Shower Pan Other: — Final PASS PART FAIL —'— -- MECHANICAL _ Post b Beam — Rough-In _ Gas Line Smoke Dampers — Final PASS PART FAIL --- — ELECTRICAL Service Rough-In ^— UG/Slab — "— ow Reins ion fee of$__-___— re uired before next ins _PASS PART FAIL q pectbn. Pay at City Hell, 13125 SW Hall Blvd. SITE [_j Pleas ceEN ection RE: _ r]Unable to Inspect--no aocess Fire Supply Line ADA Approech/Sidewelk DIft --- �� Other: Final REMOVE this Inst""Mm am" PASS PART FAIL CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hoar Inspection Line: 639-4175 Business Line: 539-4171 — BUP _Date Requested / —AM--PM BLD Location `' `��Z�r� Gt/� �l�l LLYGI�UC T Suite MEC _ Contact Person Ph _ PLM Contractor ! J_ 4 Ph /L�� t y $� allILDING Tenant/Owner S �I 0/S7- ELC n Retaining Wall ELR Footing Access: Foundation FPS Ftg Chain Crawl Drain Inspection Notes: r SON _ Slab " G��`"', 81T Frost&Beam — Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Cei!ing Roof Misc:_ Final —/� PASS PART FAIL -- PLUMBING Post 6 Seam Under Slab Top Out — Water Service Sanitary Sewer Rain Drains _ Final PASS PART FAIL MECHANICAL Post&Beam -- -- Rough In Gas t ine — - Smoke Dampers Final —----- PASS PART FAIL IL Service IX Rough In N UG/Slab _ Fire Alarm _ m ASS PART FAIL Backfill/Grading Sanitary Sewer Storm Drain ( ]Reinspection fee of$ required before next Inspersion, Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call fes: rr int;pec'ion RE:�_____, ____ _. [ ]Unable to Inspect-no access ADA f Approach/Sidewalk Date ��[ Inspector Ext Other Final PASS PART FAIL DO NOT REMOVE this Inspection tfeeolydi h o1n the job site. '~ 1 I41Z. 7 CITY OF TIGARD BUILDING INSPK`TION DIVISION 24-Hour Inspection Line: 639-4173 Business Phone: 639-4171 Date Requested: -- —/0.-7s A M. P.M. MST: Tenard:y L Suite: Bldg: Contactor: 071Phone: to + C— S PLM: Owner: C W —Phone: .--P-53- �d _ EW: _ Srf: BUILDING B /coni) PLUMBING MRCHANICAL� EL1dCTRICAL SITE — Site Post/Beam Post/Beam Post/Beam Sevier/Storm Footing Roof UndrI/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas Line Rough-in UO Sprinkler Foundation Insulation Sewer Hood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C Shear/Sheath Fire Spklr/Alm CrawUFound Dr Heat Pump Yoit Approved Approved Approved LAppr/Sdwlk Not Approved Not Approved Not Approved Not Approval FINAL FINAL FINAL FINAL le Y_!0 A P_ i O Call for reinspection Reinspection fee ofS —requirert before next i O __— inspection Unable to inspect _� �� '� Inspector: — — __---- Date: � page._. of 6 CITY OF TIGARD BUILDING INSPECTION DIVISION u✓ I 24-Hour Inspection Line:639-4175 Business Phone: 639-4171 Date Requested: 11-1-7- T7 _ A.M. —, P.M- location: c/i �� BUP: Tenant:— _ — — Suite: Dl��dg:�� pp _ MEC:— Contmtor:_ Phone r0�0 _ PLM: Owner: Phone: ELC:— //77 �. EI.R:_ 16 -A 11 SIT: ---— BUILDING LD cont) PL1TMbING MKCHANICAL IILECTRICAL SITE Site natMamr Post/Beann Pod/Bearn Cover/Service Sewer/Sto m Footing Roof UndFl/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas Line Rargh-In UG Sprinkler Foundation Insulation Sewer Hnod/Duct Rmoonect Vault Hsmt Damp I rryall Furnace Temp S%vice MISC. Masonry Ceiling in Drain A/C 110 Slab Shear/Sheath Fire n raw�ound Dr Heat Pump Low Volt A Approved Aplxoved Approved Appr/Sdwlk ved Not Approved NM Approved Not Approval Not Approved FINAL FINAL FINAL FINAL Am at17 - -- ---:- - O Call for reinspection Reinspection fee of S_ . required before next al r]Unable to inspect In. tor: /' Date: -�;�<� Pop of_ rCITY JF TIGARD 24-Hour BUILDING inspection Line: (503)631M175 e - MST _ INSPECTION DIVISION Busfess L a: (503)634.4171 SUP� '� Received _ __Date Ranijartprl O�AM PM SUP _ Location __ MU��-�.� - ---- ciJ o _ — MEG Contact Person - _ Ph 1-- — — -- PLM Contractor �— Ph SW61 .� BUILDING _ Tenant/Owner ___— — __. ELC Footing ELC Foundation r CASs. Fig Drain ELR _ f rawl Drain Slab Inspection Notes: SIT -- — Pos•&Beam Shear Anchois Ext Sheath/Shear Int Sheath/Shear - -� Framing - ---- - Insulation Drywall Nailing - - -- ---- - ------ Fire.aall Fire Sprinkler - -- -- Fire Alarm Suep'd Ceiling -- - - Roof SART FAIL - 1_NGLIP Post&Beam Under Slab - Rough-In Wester Service - Sanitary Sewer Rain Drains -- Catch Basin/Manhole Stone Drain - ----" Shower Pan Other: -- Final PASS PART FAIL __MECHANICAL Post Po,t&Beam Rough-In --- - - -- ---- -- Gns Line Smoke Dampers -- - ---- ----- -- Final r PASS PART FAIL --- -- - _�- - -- ELECTRICAL � Service Rough-In I UG/Slab Low Voltage Fire Alarm Final Q Reinspection fee of$ _ -requlrnd before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS_ PART FAIL SITE F] Please call .r rein?�Aciw, RE:_,�__ __ Unable to Inspect-no access Fire Supply Line --""- ADA ' Approach/Sidewalk Dab -- IN !x! Other: rnal DO NOT REMOVE tlll>f 1 n record hom Me fob oft. 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Ji LO u br m � AlWk )ata., c # .•�'WM',- '_ 1Ar;-rr 3/q..::.,FA�. :L ':" t BUILDING PERMIT APPLICATION cOF TIG, RD OATEr_� y ��- N2j,� ;HF UNDERSIGNED HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE C' AS SHO N AND APPROVED IN 1 HE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONC-- Se, (� LOT NO- :. tGG! G '- JOO ADORE (1ia17" c?t�i)i) ME ADDRESS7-3 AR 7� r"` ENGINEER ADDRESS DESIGNER-1 S4 to& UCTURE ❑ _ NEW0REMODEL �ADDITION ORLPAIR QRENEWAI FIREDAMAGEt•�IJp,`^OLITION f.51DFNCE ❑COMM EDUCATIONAL ❑GOVT DREIIGIOUOPATIO CICAR PORT ❑GARAGE ❑STORAGEOSLAB-OFFNCE ' ]FOND OMOVING _ OCONDITIONAL USE UDESIGN REVIEW ❑COUNCIL APPROVED OSIGNS N :.Ci!PANCYA-4/LAND USE ZONE_ _BLDG.TYPE IRE ZONE-�—PI AN CHEF✓.uY HEA'---,,� CA L44Q El QOALSl9�.---.-----l�E.l�?------ ,__—N9 �TS?RIE -.��_AP� N _UDBOOM BUILpING DEPARTMENT cET BACK Permit — THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES ANV ORDINANCES, AND IT I5 HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WI1H THE PIANS ANDSPECIFICATIDEIS AND IN COMPLIANCE WITH SUE)total All APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE -- --- �! RESIRICTIVF COVENANTS CONTRACTOR AND SUB CONTRACTORS '10 HAVE CURRENT CITY BUSINESS State Tax v_ J(��) LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total By _ APPI SCANT OR AGENT Approved ecelpI No --- Ar)[1RES5 IL m t� w J _�_�\,/V1�'-`\_/'\/\//'.�� /-4��f'�� '�^ ��'Lam/ '�•i .�,,n,. 61� Afi U, l'�:�;,t�rJ��''dp`��1�""Ml��xAm►r,�'�.+'�NIIAa�� y'`aIM�.,ti,�11� '�ui1'�a�IM'�,wr�� ''�l � A��e�� • PQ 04 cq 14 bo bol 9 CL4 (D co tz tt,,tt +, ►� cn N v m Qi .n 44 D orCL1p 1�'^ cn f" r� E jLnr } f 1� r, ; W ao COa� J �+ d1-4 .. p. V cu ! Ic Rini ' � �.► ~Lr 'hen I A.r�. 1��M,. r, I y,; .w , Ls BUILDING PERMIT APPLICATION Vii '-y of Tigard detF The undersigned hereby applies for a permit for the work herein indicated or as shown and approved in the accompanying plans and specifications owner T�,, 4-e SC t- address 'J JU .S �''Jaa,-�,,./(' phone des�.�ner builder ��f-y� �•�iT� Ccs, $ �I 1.Mt bldr. phone Structure []New [] Remodel CEAddition (DRepair ❑ Renewal ❑ Fire damage ❑ Demolition ❑ Reaidenre []Comm [3 Educational❑Gov' t Q Religious ❑Patio ❑Car Port ❑ Garage ,aStoraUe ❑Slab _ Fr,nce j]Bond _ ❑ Loving ondit.i.onal lyse ❑Design Review 1j Council ApprovedU Signs, Occupancy,Land Use 2onqaBldg. Type—Fire Zonal Plan Check 8yZftHeat ` X .e,—,ar t J -1 A- ` 1 1-1`•�r Le rrav �L�c l ius-- Occ Load Floor Load----Height No. Stories AreaE*- Valuation +'- Set Backs front rear left side right side This permit is issued subject to the regulations contained in the building Code, Zoning regulations and all applicable codes and ordinances, and it is hereby agreed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and ordinances the issuance of this permit does not waive restrictive covenants, contractor and sub contractors to have current City business license. Separate permits required for sewer, plumbing and heating. a Building Department Permit N Plan Check APPLICANT OR AGENT Recording r 1 State .0 ® Tota v ADDRESS W 8 .� � hie