The URL can be used to link to this page

DashNumberEnd ADDRESS: is\recorda\microflm\targets\buOding.doc I"SPBCTION Fi ICE City of Tigard Building Departaant / 13125 BM Ball Blvd. Tigard. Orsgon 97223 Inspection Line (Roc-O-Phone)t 639-4175 Business Pho -417 Inspections .cS:�dG� �• rt it�aC�v�� -- ---- Tooting Plbg. Undersl2b �!!ech. Rough-i� Appr/Rdwlk Found. Plbg. Top Out Gas Line (� /) Post/Seam Strvct. San. Sewer framing -Bldg. Port/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. h 7 Date Raques'.;eds Z 3 Z9 41 __Tltae: AM __PH !address: Pur(TXt /�/� 7`Y�{ Builders TBE FOLLONING OORRECTIONS ARE REQUIRED: Inspector: — Datet iT-3 PROVED _ DISAPPROVED _ APPROVED SURJEt' o P To Cell For Reinep. CITY OF TIGARD J COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT' 13125 SW Hall Brod Tigard,Oregon 97223.8199 (503)839-4171 PERMIT #. . . . . . . : FUP94--0249 DATE ISSUED: 09/07/94 6,39-4171 PARCEL: 2S 102D{-00100 SITE ADDRESS. . . : 088i-k. SW BURNHAM ST SUBDIVISION. . . . : ZONING: CBD FLOCK. . . . . . . . . . . LU.. . . . . . . . . . . . . . REISSUE: FLOOR EXTERIOR WALL CONSTRUCT`ION- CLASS OF WORK. :AL T FIRST- -- sf N: S: Ell 'J: TYPE. OF USE. . . :COM SECOND. . . :8000 sf PROTECT OPENINGS?------------ TYPE PENINGS?------------ TYPE OF CONST. :5N THIRD. . . . : sf N: S: Ell W: OCCUPANCY GRP. :132 TOTAL- - - : 8000 sf ROOF= CONST:A FIRE RET?:Y OCCUPANCY LOAD:80 BASEMENT. : sf AREA SEP. RATED: STOR. :2 HT. :22 ft GARAGE— :: sf QCCU SEF'. RATED: BSM'T? :N MEZZ?:N READ SETBACKS---- REQUIRED------------------ FLOOR LOAD. . . . : psf LEFT: ft RGH'T: ft FIR SPKL:N SMOK DET. . :Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:Y HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR:N PARKING: VALUE. $: 49000 Remarks: GTE- tenait modification : adding outside air louvers and relief for economizer cycle. Owner: ----------------------------------------------------- FEE- ---------------- GTE NORTHWEST, INC type amount by date r•ecpt 8840 SW BURNHAM PRMT f 278. 50 JF 09/07/94 -- PLCK f 181. 03 - 08/22/94 94•-255856 TIGnRD OR 97223 FIRE $ 111. 40 JF 09/07/94 - Phone #: 5PCT 4 13. 93 JF 09/07/94 - Contractor: ------------------------- ------ PRECISION CONSTRUCTION, INC. 8025 NE KILLINVSWORTH AVE PORTLAND OR 97218 Phone #: 253-4827 $ 584. 86 TOTAL_ Reg #. . ; 61684 REQUIRED INSPECTIONS --This permit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Gyp Board Insp applicable laws. All work will be done in accordance with 93u s p Ce i 1 n g Ins p approved plans. This permit will expire if work is not started Sprinkler Rough- within ough-within IN days of issuance, or if work is suspended for more Sprinkler-, Final than IN days. Final Inspection f'ermi.ttee Si.gn,.0, _u-e : Call for-, ins•, )Ration -- 639-4175 1 CITY O TIGARD MECHAN I CAL WERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : MEC94-0242 13125'SW Hall Blvd.Tigard,Oregon 97223•e1";(g03),eq"171 DATE ISSUED: 09/07/94 PARCEL: 281O2DB-00100 SITE: ADDRESS. . . : 08640 SW BURNHAM ST SUBDIVISION. . . . : ZONING: CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : CLASS OF WORK. . :AI_T FLOOR FURN. . . . s EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HEATERS. . : VENT FANS. . . : OCCUPANCY GRP. . :82 VENTS W/O APDL: VENT SYSTEMS: STORIES. . . . . . . . :2 80ILERS/COMPRESSCIRS HOODS. . . . . . . a FUEL TYPES---------------- - HP. . . . : DOMES. I NC I N: 3-15 HP. . . . : COMML. INCIN: 'lAX INPUT: BTU 15--30 riP. . . . : REPAIR UNITS:4 FIRE DAMPERS?. . s 30_-50 HFA. . . . : WOODSTOVES. . : GAS PRESSURE. . . a 50+ HFI. . . . : CLU DRYERS. . a NO. OF UNITS----------- AIR HANDLING UNITS OTHER UN I T5. a 5 FURN ( 1.0OF( BTU. (= 10000 cfm : GESS OUTI.-f._TS. F=URN )-1O0K bTU: > 10000 cfm: Remarks: GTE- tenant modification : adding outside air louvers and relief for economizer- cycle. repair units- di-rrts, other units- exterior louvers owner: -____--.-__-__.-_-.,-._.____..._._.------------------------------- FEES GTE NORTHWEST, INC type amount by date r e c P t 6640 SW BURNHAM PRMT 4 56. 50 JF O9/a7/94 -\ PLCK t 14. 121 JF 09/x7/94 -\ FIGARD OR 97223 5PCT t 2. 83 JF 09/017/9 + -\ Phone #: C'ontractora ----------------------------_- 1•4. V. A. C. INC. 815 SE SHERMAN PC')RTLAND OR 97214 -__________________--•--_...____-----.-.--__-- I11-ione #: 239-4822 $ 73. 46 TOTAL Pqq #. . t 50897 ------- REUU I RED I NSPECT I ONS This permit is issued subject �o the regulations contained in the Duct Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other Misc. Inspection applicable laws. All work will be done ir: accordance with Final Inspection _ approved plans. This permit will expire if work is not started _ M within 188 days of issuance, or if work is suspended for more than 188 days. 1— mi t,tee l:iignet�irmior 1 s s; _re,a Ely : ction 639-4175 t I Vy ('11 1 1(.,;1)R 1.) RV(:v I v56 41 7 of PAYME-NI 14,0-AF-ll N(J. 94 P1,5 59 CM-43's 140A)UN 1 4 NOW-. a p RU(::U3 I 1.')N CONSTRI.A.',I I ON GFiSH AMDUN 1 14 1.IA)'t*.l.Nl 01111:. a 0`3 Vl 9-4 "UM)I V I h I UN I OF PAYMV+4f ()MIJUNI* 1.4411) IMJHV.111!0-. OF PmMt:..Nl OMIJUN I' PA 1 L) f%Tl�4 4—(ll 49 p ifl. 50 14 1 . AU I L 1) PEA I- IRU' LIFF SAV'F.-Y PLAN Cl"% i A 1. 40 MF 1+41-IN I CRI I-IF 14t (",94—(X-"4P 056. 5T. BUILD PER 83 PLAN ("MEG'K F:t-. 14. 13 G,I F 8840 SURNHAM fV1 Pf-i T 111MI. ()M(')I!Nl PAID > 4 i 1 �") Commercial Building Permit Application City of Tigaid 13125 SW Hall Blvd. Tigard, OR 97223 (503) 539-4171 Jobslte Address: 8840 S.W. Burnham Office Use OnIYI r�; Tenant: GTE Suite R . x Valuation: permit# Owner: GTE Northwest Incorporated Map& TL # p Address: PO Box 1003 _ s' UL �t #< Everett, WA 98206 �: ;H` `< �Bening Phone: 598-1852 __ _. Engineering_ Other Contractor. P e ilio Const uction 2%,/ Address: 8025 NE Kill_i_ngsworth Type of const: rxi st _ 1� P ,rt anci, OR 9 11-2 1 Q Occupancy class: I3-2 Phone: 253-4827 SprinMered? Yes Contractor's License # Partial with Auto. Halon (attach copy of current Oregon license) Sq. It. of project._ Story (1st, 2nd, etc.) 2nd Architect/Engineer: Crow/Clay and Associates Proposed use: Exi.sting Of f ice Address: 9600 S.W. Oak, Sui..e 580 Prfvious use: Same Portland, OR 97223 _ Note: Plumbing & mechanical plans must be submitted at time of Phone: ( 5 0 3 ) 244-8D-2.Q--- building permit application. COMMENTS: Mechanical Revisions t^3 second floor. Adding outside air louvers and relief for economizer cycle. _ Chris F. Defferding 244-8020 Applicant Signature & Phone number c� Received by:, Date Received: Permit# Account Description Amount Amt. Pd. Bal. Due G r Bldg. Permit (BUILD) �•s�'' ''f Plumb. Permit (PLUMB) Mech. Permit (MECH) _ State Tax (TAX) Bldg: Plumb: Mech: _ Plan Check (PLANCK) Bldg: _ Plumb: Mech: Sewer Connectior. (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-P,4T) Commercial TIF (TIF-C) Indt,strial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Wate Quality (WQUAL) _ Water Quantity (WQUANT) Fire Life Safely (FLS) Erosion Cntrl Permit (ERPRMT) Erosion PlanckiUSA (ERPLAN) _ Erosion Planck/COT (EROSN) TOTALS: C]"i'Y fiF : I Ia41f?I1 — F k C: -I P T 01-' PAYMk.N]- NE(A. I P I NCI. r ca i+. `Y�`iE:t�+t• C,'HUA N 6]8i1.RINT r WIMF: a CRnW/CI._AY Xla.i' 17C;lta'("E'£1 CASH MOUNT r 0. Oki ADDRESS a t'AY1+IENT Iyf1lF' � 1r�t31�'�' '"' lil.]HI)t V IS)I UN t .pl.lRpoSr OF PAYMENT AMOUNT FSA 1 i) 1''UF2POU OF PAYME-i N'I AMOUNT PAID Ai.Qi:3 .�...___...._._..__.___.._..�.._._._..._. _._......�. 884111 �M FfURNHOM/fill: I 1 I Fal.. AMI Il IN T PAID G ity of -Tigard MECHANICAL PERMIT Pianck/Rec. # 13125 SW Han Blvd. APPLICATION Permit # Tigard, OR 97223 (503) 639-4171 Table;iA Mec:ianical Corte — — CITY PRICE AMT 1 Job 8840 S.W. Burnham 1) Pennit,m -o- -u- 10.00 Address -�— – T i g a rd OR 97281 2) Supplemental Permit 3.00 F umace — GTE Northwest, Inc. 1) incl.duds a vents 6.00 — Furriace100,00DIrM. -- Owner PO Box 1003 2) incl.duds a vents 7.50 ---zu— tunanoe — — Everett WA 98206 3) incl.vent 6.00 — d— .) C-uspended has er,waJI heater Same 4) floor mounted heater 6.00 -----F%W en no mcr in — Occupant 5) appliance permit 3.00 }TQpair orfieabng;re rig. ` R 6) cooling,absorption unit �� -} 6.00 a►t . — t or or comp, tea pump,air cond. H.V.A.C. Inc. 7) to 3 HP;absorp unit to 100K BTU 6.00 o — °^• Boilerorcomp,Feat pump;au cow ---- Contractor 8) 3.15 lip;absorp unit to 500K BTU — 1100 + oIi"Ti er or comp,-FieaTiimp,au corn Portland, OR 97214 9) 15-30 HP;absorp unit .5-1 mif PTU 1500 M• ��•�°^ — ter or comp,Feat pump,air conn. 10) 30-50 HF;absorp unit 1.1.75 mil BTU 22.50 rf ereby acknowledge a ..ave res isapp i Vton—WaTT9 Bollor or comp, at pump,air cond. —— — — in!ormation given is correct,th t I am the owner or authorized agent 11) >50 HP;absorp unit 1.75 mil BTU 37.50 of the owner,that plans submitted are in compliance with State Ajr an in`dr gunit to -- laws,that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (It exempt from Stato registration, irk 5n-3i fl'unit plaase give reason below.) 13) 10,000 CTM a 7.50 --- - Non por!able 14) evaporate cooler 4 50 `Venl an conne`fled—— —`- --•-- ----.—_— —� i_ 15) to a single duct - -- � :.i.00 Ventilation system not 16) included in appliance permit 4.50 -s. • .,.a-- --- --- — —e`oodserved by_-- — - 17) mechanical exhaust 4.50 eson wo --new U addition a oration QP repairom�rmercraTorm st'�ii naT------- --- J- to be done residential Q non-msidential S8) type incinerator y 3000 r,i�/ Existing usb o teZ76 r i.e:,wo s ove,wa-tPr T- 75— building building or property GT E S i t c h I S f f i(7 a 19) heater,solar,clothes dryers,etc. N� 450 Jia : Proposed use of 20) Gas piping one to four outlets 2.00 building or propartt SameType of htel-oil 21) More than 4-per outlet — yp Q natural gas Q LPG t,7 electric" �— —NOTICE - —� Minimum Fee$25.00 SUBTOTAL — �a PERMITS BECOME VOID IF WORK OR CONSTRUCTION — AUTHORI2ED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE rF CONSTRUCTION OR WORK IS SUSPENDED OR -- -- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME Pt AN REVIEW 2596 OF SUBTOTAL AFTER WORK IS COMMENCED — TOTAL —01 �•7 -----,�.--,-,-_-----_—_--- — Date issued by 4 M ct~ rive<err.M• INBPtrIIOTIC! �-- � Citt of Ti9arA- 9eilding ppartmeomt 13125 DR B411 OlVd. Tigard, Oregon 972A Inspection Lina (Rac-On�-,"Phono)r 639-4175 Business Phone, 639-4171 Inspections__— 1°1.0. �� k _ Yoctinq Plbq. Dnderalab Mach, Rough-in Appr/Sdwlk Found. P1bg. Top Out Gas Line PIMALe Poet/Swam etruct. Ban. sawar framing -Bldg. Poet/Beam Koch. Stain Drain Insulation -Plumb, Plbg, Underfloor Nater Lbw Gyp. ad } -Meeh. Date Requesteds `('I 9/ 3 _Timer Addreas o [.�_ D�0 ��(Vl` 1A , ��lB Permit Builders �,_ L(d� 7 TBE POLLONIMG CMMCTIONS ARE REQUIREDs74 D f Inspectors !P� -----------____ Dates_ l APPROVED DISAPPROV'LD APPta"D SUBJECT TO AB,9%12 --Call For Ralnsp. GERTIFIC,4TE OF CITY O F T I GARD OCCUPANCY COMMUNITY DEVELOPMENT DEPARTJWVNT PERMIT i1. . . . . . . .. BUP93--0274 13125 SW Hall Blvd.Tigard,Oregon 97223*81" (503)630-4171 DATE ISSUEDs 11/12/93 PARCEL: 2SI02DO-00100 '3ITE ADDRESS. . . 1 08840 SW BURNHAM ST 43UBDIV'.810N. . . . C ZONINB#CBD Si-OCK. . . . . . . . . . : LOI. . . . . . . . . . . . . 9 CLASS OF WORK. aALT TYPE OF USE— aCOM OCCUPANCY ORP. l:82 OCCUPANCY LOAD116 fENANT NAME— aGTE GENERAL. OFFICE Remarks: Interior remodel of office area (telephone switching) . G. T. F. Owners [.TE NORTHWEST, INC An40 SW SURNI'tIM 11OARD OR 97223 Phone Mic PRECISION CONSTRUCTION, INC. 3025 NE MILLINOSWORTH AVE PORTI-AND OR 97218 Phone #t 21.53-482*7 Reg 0— a 60684 Occupanry of the above referenced building is herettv given, and certifies the compliance with thp State Of Oi,,egon Epe(Tialty Codes for the group, or-rupancy, and use under which the referenced permit was issued. FIRE DEPARTMENT e U p rc-cy-op POS ,' IN CONE..)PICUOUS PLM:U. INSPECTION NOJ10E City of 1-yard Build; I Department 13125 an Ball Blvd. Tigard, Oregon 97223 �JG�LLL/` Inspection Line (Rec-O-Phone): 639-4175 Business Phone•�8�a9-4171 Inspecti*in:_ Tooting Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Round. Plbg. Top Out Gas Line tINALt ___) Post/Beam Struct. San. Sewer Framing _ -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lin*Line Gyp. Ed. -Hoch. Date RequessstteeddI - li�- '�I/ Timet 4's-eq-3 _AM l PH Address:—O b C ( /1�a ,) Pe� Builders Ci I L . THE FOLLOWING CORRECTIONS ARE REQU'RED: - -- - �-, Inspector.- L/ APPROVRD DISAPPROVED APPROVED SUBJECT Tin ABOVE __Call For Reinep. INaPXcrIGNg /,- Citi Of Tigard Building pap 13125 ON Ball Blvd. Tigard, Oragop 223 Inopaction Linh (Rec-O-Phona)t 639-4175 Busine P -4171 Inspection: Footing Plbg. Undevelab Hach. Rougn-in Appr/adwlk Found. Plbg. Top Out Can Lina FINALe Post/Beam Struct. Ban. Sewer Framing Port/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underfloor Eager Line Oyp. ad. '� h. Data Requested: _Tlme: �AH PM Address: PermihA .5 -D QS 7 _ Builder: TeX FOLLOWING CORRECTIONS ARS RNWIRED: Inspector: Z Date:_ —^rPROVND DISAPI-AOVau APPROVED SUBJECT TO ABOVE Call For Relnsp. r. �!-7'? t ` TUALAT7N VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton,OR 97076• (507)526-2469• FAX 526-2538 November 11, 1993 Crow/Clay & Associates 9600 S.W. Oak Street, Suite 580 Portland, Oregon 97223 Re: G.T.E. Tigard Central Office S.T.P. 8840 S.W. Burnham Road 6089B-009-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department requirements and the following items: 1. The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 2. Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet. UFC Sec. 10. 303 (*) 2AlOB:C - Light and Ordir -iry Hazard 4A10B:C - Extra Hazard (**) 3,000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard IWorkku"Smoke Detectors Save Uvea J Crow/Clay & Associates November :!.1, 1993 Page 2 Note: Where flammable or combusti.bl:j liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1. 3. Plans referred to and examined by this office contain no provisions for the alteration or installation of a atomatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UDC 302 (b) 4. If a fire/evacuation alarm is required for this occupancy (ADA) , not less than 3 sets of plans for the installation shall be submitted to this office for approval prior to installation. Cut sheets of equipment and battery power calculations shall be Included with submitted plans. An inspection, test, -and approval of the system will be required by this office prior to occupancy. Approval. of submitted plans is nct an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-246 Sincerely, Bradley R. Wanamaker Deputy Fire Marshal BNW:kw cc: City of Tigard Building Department CITY OF TIGARD PERMIT #' COMMUNITY DEVELOPMENT DEPARTMENTD'illE t 13126 8v:Hall Nvd.Tigard,Oregon 97223.0199 (603)630.4171 � S 10 2 D b—0 Ot _•t t'1iIV t91011. . a , .i':C.ti`11NO uF WORK. . :(IL.I' r1 t.l0 l URI%. . . w PL: OF i l . . . . :L:,LJM UNIT H'7 ATERS. , : VfEN'Y`PAN9. .i""hNn' OR;, , c.E:? V'V,' ; 14/0 APPL.t L' a1Em$� VO I L.E RS/CCtMF'RESSURS Hoot)$ ,. . • . . . til -,,- }-. . . . DOMES. ;NI 3 _1` &'. , . . 4 L;(3MML. INL•.(N ''IA„ t '•!t-"-r';'a 1-.TU HP• I-A4 Hr . . il0QD!a ,r 0VL1!. . . 41: PIR ")WL.I NG UN I TS " NE R UN I T( . I01000 c f m: GtlS OL'rl_E,F... A -1 r?00 ATU l , ..,: 'Ii; C2�tt%Ui3�. Clr Q i`li��_ it ("r@ .l�p;,•.1tICti v�.t �.t't�f.l w U. . L ' NL-R,'HWL2t, x"tl.. type am0k.rr(t- byl 7':-Ate, . .yr�y ;;'•4 �'.i!`tIwlFllaM PRMT ? 34. 00 .PF" ie Ij 3' 7;0 JT - 1 L7F�FtL 7R 7 J G 4: J 3)a C t s A tlpr,m �k � "7n NE 'tIl.t.,T,%t-'361)RT. i AW- 7 P 1 0 rµ.i ��. $ �t Vit• i SIJ f�L. o }7EaOUI10) INSPEX i 100.; ° fel-114 i:. i:isue.,4 sublJ t :r. :'.4 cor„lined ih the Met_halnicAl InsA 'l *ictpal Codse State it Cr6. Specialty Codes end all otter Heating unt Ir seg t its. Ott: x'o•k'wi.1 t e e in atrcordar,c a w th C o o l i n g Un t i r s p alyr, . This -x-vit w.. -p.re :` work :s r,ot Started Dr'.ct i n';I.teCt i un ” days of :S5L8nce, Ur kar'M is 9116pended f,-,r more r irye •I3rzmptn:- InsF, - s• ot r LalI for i n s pect ion - i' 9 4 , '75 "w1w; x�.:i....,. CITY OF' T I OAR1:) 13V PAYIMI_N I RUGL I PI Nl.i,, o93-2'45088 GHEC:K AMOUN 1 a 44. 20 iVr�ME s HVAC: INC CASH AMUUNT s 0. 00 ADD�tI:', s s PAYMVN1 DAIL i 10r 13, 9;�. SUBDIVISION s PURPOSE f.)f PAYMENT AMOUNT' PA 11) PURPOSE OF PAYMEWT AMC;UNT PAID 14ECHAN 1 C;AI_. PF — :34. 00 PLAN CHECK FE a. 50 1 ST. BU),I-1) EVER an 8840 f';W HIIM0414M 1 C:1 T AI._ AMOI IN( V1011) 44. ;%A Cit? of Tigard 801102109 Department 13225 w tall Blvd_ Tigard, Oregon 97;h34-4 Inw.—Ttion Line (Aso-o-Phones 639-4175 Business Inspections -- rooting Plb9. Onderelab Meeh. Rough-in Appr/sdwlk Oar Line Found. Plb9. Top out l �EMALi Post/seas Ntruct. San. Nawar Tracing (eoldq. ) Post/seas Neoh. Min Drain Insulation -Plumb. Pib9. Dnderiloo: Mater Unto Gyp. ad. -Nech. c 7) Date Requestede I ( Z- [ Times AN t PM Address#1`M,`-i A11� ^ T [^ Permit is 1ff 173 wilderi_'* flov --' � TB= FOLLOWING oaRRNcrloNs Ass R<QDIRSD'- -*Jo e,1� IA M Inspectors Date _6ZAPP74MD DINAPPRO'VRD APPRdVRD SUSJRCT TO Call For Reinep. INSPECTIaN NOTICE / vitt of siQ.re Building Department ^ 13125 BE Wall Blvd. Tigard, Oregon 97223 Inspection Line fRoo- -Phona)e 639-4175 Business Phones 639-4171 Inspections _ Footing Plbg. Underslab Mach. Rough-in AF?r/Sdwlk Found. Plbg. Top Out Gas Lina FINALS Post/Deas Struat. San. flower Framing -Bldg. Post/Bou Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Oyp. Bd. -Noche Date RoWesteds! -/�-___ Tie se n_AK sM Addre.es '3`C� �1 1>l�f CITE[-- Permit 0e Buildersk-�-f, n_ TYN OMNI. _C 1` c,L Z TB= FOLLOWING CORRECTIONS ARB RNMIREDs i Inspector Dates _APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rein.p. INSEMION [[OTIC! �lf City of Tigard Baildiag Department 12125 BE Ball Blvd. Tigard, Oregon 97221 Inspection Line (Pec-O-Phone)s 639-4175 Business Phones 639-4171 Inspections Footing rlbg. Urderelab Uses. Rough-La Appr/sdwlk Pound. Plbg. Top out Gas 14" FINALS Post/Bea. struct. San. sewer lrril q -Bldg. Post/Beam Hoch. Rain Drain Iaanlation -Plumb. rlbg. Underfloor Walter Line Opp. Bd. -Rech. l ' Vats Requesteds I -(r Tines alt rK Adsiteses CU Ayy�10 (k I Permit tV 13-027Y Builders_ ccx. ICry�l��y\ ` , �TY�`. >LJ - LIS 21 TB= FOLLOWING CORRECTIONS ARE REQUIREDs Inspscto s Dates _APPROVED DISAPProm APPROVED SUBJECT TO ABOVE __Call For Reinsp. C17Y OF TIGARD BUILDIK'I' PER1t1i COMMUNITY DEVELOPMENT DEPARTMENT 941.f:I l 11'" Al 13126PW Hall Blvd.Tipud,Or*W 97223.6190 (603)639«4171 [li? C: I Jw•�-)�I_!: ; '>L1/><r:.e I i._ , .� t2L ._. . » 0131ji..t.k;. 3W 81.1RiuHPM ... i k t1'I V I a I CJN. . . . . ;f Ur,l rqi:: FLUOR APEA"a. . U WOHk,< sALf f. 1F76F. . •. . : 1 3 �sf• N: at . . : t' C:.)m 5LG ON . c 'W" CUNST. :5N IHIRI). . . . . sf i'i: y: C... I W U11P. ;P2 t U1 WL— _ . - . 1�b 3 s f Fi;:lUr, r.(JK-)l �,A I'=I R :L.JPONLY Wctl. i.£ "' F+�1�EMLiV1 . ; 5f 4REA SEP. RATED: f P. ;1:, 1 IT. :2 ft' GARAGE. . �f` QC;~�! ESI. ! ! . ' t;N MCS '? :N REQJ) E1 TLOC;K;,_..__._.w_ REQUrrgtD-W_..r.__. i_iJ Ira 1..(O '. . . p'sf r:) 1.: t' °2,iHf : 1-t FIR f''i{LeIN 'AYOK Dt-T.. , ;Y .�t ._.I.. INU JNIIL'�: i RNf; f't f�LOt ft Flk Fal. RM:Y ;NuILV, .(_,(- .Y ' L P! : F'(A 1"Hti t IMP' ,oUPF ALL:.: 1124..1 GC Rk'N 'ov1 !.!TW- -n .i-Kg W-m:.r,Ks ; lntur,itor t p-'nntiel cii, of'fiCC$ Av-eeA 6. Tl: NORTHWEST, INC type amount by c'a�,, e SW 'fit if lyHrtf1 1 ',<tn i 1 !. 00 PL.L 1 0 PL..GK 1:49/c OR '� 1_c: AC'''C "( I . r '1" 1 . M ;i_.,_ I;;I,1`f C.uN ION, INN. ,'lii:`a IVE +:I1_l_Ir14';�WC�Ft'fI�{ .�rJ1~ 7R"TLRN1` ILI -one t g ;�:. '� TOTAL is Dara:' i< :%suel 9hbje^.t to ,,o rogulatl I s rontaihed in the F , err int Irl p :qa ct %niclpal Code, 5t�te of orc cppc)a)ty Lcaes vel all other ' IncsulCcitiun It sp le ;aws. Al t work will be -.cre in acca:canc! ►city uy p .i:rr At,d I ti u pti pta7s. Thrb persit will expire if , h is n,t started burp Cc Intl in.Sp _..._._..._.._.___ ._._ _._....__ w. 'htr. 180 days o4 ifluarce, or if kor•k is s tspen4ed for so-e C= tryr�I 11.1ypor.,t: i o1) _ 18A-'days. r ttl;t'to Siq-r.1 Y Call. fol- inspect i ort 639--4175 Al --, .,-,K.h.�}�snu-„. •_.nom.. .�,__.,,•..___ ..,..,... .. .y..__.:.._.._.......�.__----r_._..y..._._ .._.,, -.__�_-• i...-,.�.--.�.---.. i�4�'` « CIT) OF* T I GARD — RF...CF=1 R1' f.IF' PAYMENT REEF 11'7 NO. 193-244840 CHECK AMOUNT. R 367. ;'59 NAME PRF:C I S I CIN C;f.JNgTRi-I!”"TION CO CASH AMOUN T = U�. 00 ADL>RF..RN a E1025 NE KIL_L. INGSWORYPI f:;'T« PAYMENT DATE' SUBD I V 191 ON t PORIUIND, OR 97e.118— PURPOt?1E_' OF T)AYMF:N T {'MOUNT PA I D PURPOSE OF PAYME":NT AMOUIVT PAID BUII_DIN1.3 F�l~:F7M BI.P93-d1.1274 337. 00 fit. BUILD PER 16. fib 8LJl3INFSS !AX NF:W 13. 74 8840 BW BURNHAM 1111110 M1AL.. f-1MU1IN1' RAID — — _.. -») 367. ' 9 Commercial Building Permit Application City ref Tigard 13125 SW Hall Blvd. Tigard, OR 97223 / (503) 639-4171 Jobsitt Address: � Tenan+: C •�'1{w�� — Suite A� f Valuation: Owner: Address: Phony 1 -P i _ Cont,ractoc: An ;�?1�3(C��► ir�t.� m�s.— Address: _ _r rype of Comm: C o—iopancy class:_. � hone: ._.�� 5�. i�►klsr&d? (JJv �'�`�AL� A.? Contractor's License # ` L . (attach copy of(umfit Oregon Noanse) Sy. it. of PMOCI: Story(1st. 2nd, e:••) Am,hlteeVv-nrylne��'°A ti Y►4 ?�'.1�1,t r-�. Proposed use � _ �� —r Note: PkanbkV & mechanical p111Nw Address: �- must be s AxMed at tkne O You 7 t>uad "4**NM• Phone: _ yt"'• - COMMEMM ti 1t Sten sre& mine number Received by; [).:tie Received: Permit # Account Description Amount Amt. Pd. tial. Due ' uL�� '7� Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) �� fsri Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: mech.- Sewer Gannoction (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSf'(�) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial T(F" (TIF-C) Indusiriai Til- institutional itinstihRional TIF MF4S) Office TIF (TIF-0) Water Quality (Woux) = _ r Water Quantity, (WOUANT} ' ti Fire Disflrld (FIRE) TOTALS: `f`z3"' N CITY OF T I GARD — RECEIPT Jr-' PAYMENT RECEIPT NO. 03-244553 244553 CHECK AMOUNT a 2-19. 05 Nf1ME CROW/CL.AY & ASSOC CASH AMOUNT 0. 00 ADDRESS a PAYMENT DATE a 09/27/93 SUBDIVISION c IDIJRPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID r I-nly CHECK FE 219. 05 GTE 5840 f.,W BURNHAM TOTAL. AMOUNT PAID — — -> emes UILDING 'r-'Lk1v;1T CITY OF T I GAR® P"L RM T it, , , . . . . : 60P) COMMUNITY DEVELOPMENT DEPARTMENT DA'TC ) 5SUED-. 09/L2/91-1 13126 SW Heq Blvd.Tigard,Oregon 97223*6199 (608)639-4111 0 3840 ,:'W SURNHAIII S'f F LUT. . . . . . . . . ;E'ASSUS FLUOR AROIS C.XTr_,R10R WALL ctyNsTRuc--, 'fc: cLAss of woRK. ALT :9256 5 N. fi S; -. L : W. rvpt, : Uf_3ti. C)M SECOND. P 88 3.C. 3f ROTECT b' N1!14cb11 CiPIVE OF CONST. 5N TH'I RE). t'sN.- 5:PIK, L We LCUF4;1\11" LMP, LA'-, TO I i)L I ti E , r n0OF L',DNS T:fit (--A:pv Inc LOOD: B A 1;;E N L N 1'. S f '11REA UU '. RATED Ira, c E jT. 2, ft GARAGE. . . !i f OCLU ! L! '. RATLEO &M_1 ? .N 111E Z R50D SETBACKS--------- - REQU I AET)- i—of'o- % 12.0-1 p's LU."T f t' RGH T ft F'XP 13 .)KL-N 13MOK ULT. - V 1WELLING UNITS: FPNI1"^ ft REAR ft rIR ALRM,\( PNDIC*�, BLORMG! !)Al Hl"': PPQ Ck.)PP"N PAPK MiJ." )PLUE, 9000 4emal-W-., Remodel 2nd f1r' U. P. S. v,00m demo wall and ad,-.i new wall. Own- I EL GT N(] INC type amount by date res7pt OC340 'SW L'URNHAM PRIMP 11 74. 50 JF' 09/28 98, '-"1 48. 43 08/10/93 93—'_ )R 5F'L T 7a Jrl 09012L/03. ,tractori PfF. JP0'%1,fJN LSLHOUL, R0AD LIP 971;i'4 e 4 : 692..1797 39045 RE'001.RED INSOECTIOW.1 Peralt is i3SWf subject to the i'190ationt contained in the V—air i n 'ricep iard 1,14nicipal Code, State of Ore. Specialty Codes and all other Arisuiativo Insp ,:opllcable laws. All work will be done in accordance with Gyp Bua,-d Irisp -;c- ovirc plans. This perct oil I expire if work is not !torted S'rj Caillig fnc.,p ,it[it, 180 days o' isfuarce, o if work is uspet:ued for tve 180 days. 'Irr -nitf i gmcaul im . 1 i r, ppct i an '+1"1t CITY OF T I[MART? — RECEIPT OF PAYMENT RECEIPT NO. 193-244430 CHECK AMOUNT a 78. 23 PJfiMF; a NELSEN, RONALD CASH AMOUNT t 0. 00 ."WORFS91 : 765 SW MURRAY PAYMENT DATE 1 09/22/93 BEAVERTON, OR SUBDIVISION i 97005-- f 1 1PPO SE_' OF PAYMENT AMOUNT PAID PURE IOSE OF PAYMENT AMOUNT PAID fk(.i ' :...I)IN6 r-ERM �;AUP93-01811 74. 50 ST.~ BUILD PER — 3. 73 n P it u 88416 SW BURNHAM STREET TELEPHONE CENTRAL OFFICE, ADM I N I S"C RAt x t7Ng.' TOTAL HMOUNT PAID — — ) 78. 23 'r 13125sWwnava r��l\3C T /� RDTlPLNCK RECT #CITY OF COMMUNITY DEVELOPMENT DEPARTMENT TipertOregon 97M PERMIT q 4413-01W (503)63"171 4 ^0IW(503)63"171 DATE ISSUED JOB ADDRESS: ._8M_-,(, _ _Q&,Nf4AM � N�JAX MAP/l QT ** SPP LVED T'0 ISU SUB: _-- - -_-_— 1.07: -__-- --- — LAND USE VALUATION: '�00c7l ct� , OWNS SPECIAL NOTES ;TAME: _ zl��_ _ REISSUE OF: _— ADDRESS: FLOC. ,(/�Mvocict�1 �Iwr `3'c' LAST REISSUE: -s-MACWT._WQ. FLOOD PLAIN/ PHONE: _[ —� -�y41�. _ SENSITIVE LAND: —� CONTRACTOR a.� -� APPROVALS REQU I RED NAME: Z a;,��) :1i�-( C� _ PLANNING: ADDRESS: NE Clo,,,d�� 5 ��A Q _ ENGINEERING: FIRE DEPT: PHONE: �C �� GI` �I7 _ OTHER: d�� — CONTR. BOARD #7 � 9l>�� EXP DATE: c� ITEMS REtLP-1 ED SUBCONTRACTORS: PLUMB: ._ LIjT/SUBCONTRACTORS: MECH: BUS TAX: ARC"/LNG NEER CALCULATIONS: _ NAME: — /� ��'-�tlTRUSS DETAILS: ---- --- ' ADDRESS: Or OTHER: PHONE: PROPOSED BLDG. USE: COMMENTS: _2-ze �~ 6 APPLICANT SIGNATURE �--- �-----_.__--___�__- --- Received By:—X,—.L ` Date Received: I PERMIT k ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL�.1 DUE 93 D��C`3 10-432 00 Building Permit Fees 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 Building Plumbing Mechanical 10-230 06 Fire 30-20-- 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TXF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 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) 24-445-02 Water Quantity (Fee in lieu of) 3 TOTAL _ 144, ngf3587P.WPF TM i C CITY OF T I GARD — RECEIPT OF r'AYMENT REf:c I FST NO. :93-243088 CH17CK AMOUNT z 48. 43 NAM;. a CROW/CL.AY & ASSOCIATES CASH AMOUNT 0. 00 ADDRE t PAYMENT DATE a 08110/93 SUBDIVISION r F=URPIOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID I�I r'dPJ CHECK FE _ ._..._.._..---48. %s3 4>W BURNHAM RD TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE _ (503)526-2469 POSTED: OOMANT ;J 7b ' CONTRACTOR G r� U'1 I J BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW 0 LOCATION G -? ()' �L'l�( I �J;� ►J►�!�►�, - JURISDICTION: 1= Be. 2= Du. 3= R.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC J= WC 0= MC COVER �\SPECI FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing Separation Walls Sprinkler System ❑ .MShaft ❑ Fire Dampers (Overhead/Underground) Alarm System Sood' Extng Systems ❑ Conference ❑ / J Spray Booth ❑ Ceiling Cover Other � ' - -s Ds tet � �� ( � •. Inspector: INSPECTION_NOTICE City of Tigard Building Departee2t 1312S BO Ball Blvd. Tigard, Oregon 57223 Inspection Line (Rec-O-Phones 639-4175 Business Phone: 639-4171 Inspection: —— Footing Plbg. Underel1ab Hoch. Rough-in Appr/Sdwlk Found. 1bq. Top Out Gas Line FINAL: �l Post/Beam Struct. Ban. Seger Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line—N/ Gyp. ad. -Hoch. Date fAquesteds S J Z Times _)�_AM PN Adit i t s zyy 1 vvrra� Permit s —. .D Builders —-- ".HN FOLLOVING CO. IONS AR3 REQUIRED: C Inspector: � Dats APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. INSPECTION NOTICE City of Tigard Building Department 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Pho��639-4175 Business Phones 639-4171` Inspections Footing Plbg. Oderslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Koch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. e��j�,� //-H�Hoch. Data Requesteds ^�Z TiAffC .An PH Addresses_ Builders TBE FOLLOWING CORRECTIONS ARE REQUIREDt IInspectors_ Data APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE 777 ---_-Call For Reinap. TYOFTIFARD COMMUNITY DEVELOPMENT DEPARTMENT onew 131SOMIMO*A PP 9ox2M.T40d,ongon 97?2a(505)804175 7 PLUMBING PERMIT PERMIT ti. . . . . . . : PLM92-01161 639-4171 DOTE ISSUED] 11/13/92 SITE ADDRESS. . . s 08840 SW BURNHAM ST PARCELs 2SIO2DB-00100 SUBDIVISION. . . . : ZONING: BLOCK. . . . . . . . . . a 1-01.. . . . . . . . . . . . . s ------------------------------------------------------------------------------------------- CLASS OF WORK. . sADD GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . sl OCCUPANCY GRP. . aBl FLOOR DRAINS. . . . . . . s TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . : CATZH BASINS. . . . . . . s FIXTURES•----•------•--- LAUNDRY TRAYS. . . . . . s SF RAIN DRAINS. . . . . t SINKS. . . . . . . . . . a 1 URINALS. . . . . . . . . . . . a GREASE TRAPS. . . . . . . s LAVATORIES. . . . . : OTHER FIXTURES. . . . . s3 TUB/SHOWE'RS. . . . a SEWER LINE (ft ) . . . . :200 WATER CLOSETS- a WATER LINE ( Ft) . . . . DISHWASHERS. . . . : RAIN DRAIN (`t) . . . . a Remairl,se SINK, SAND OIL SEPARATOR, 2 CATCH BASINS, SANITARY SEWER LINE BACKFLOW DEVICE Owners ------------------------------------------------------ FEEf- GTE NORTHWEST, INC. type amount by date recpt 8840 SW BURNHAM PRMT $ 82. 5O JH 11/13/92 - SPCT $ 4. 13 JH 11/13/9L - T'I GARD OR 97223 Phone Ms Contractors ---------------.--______.___-.--_ RAYBORNIS PLUMBING 19990 SW CIPOLE ROAD TUALATIN OR 97062 Phone Ms 692--4139 $ 86. 63 TOTAL Reg #. . e 44110 -•------ REQUIRED INSPECTIONS --- --- This permit is issued subject to the regulations contained in the Sewer Inspection Tigard Nuoicipal Code, State of Ore. Specialty Codes and all other Top-out Insp applicable laws. All work will be done in accordance with Final Inspection r_ approved plans. This permit will expire if work .is not started Mithin 101 days of issuance, or if work is suspended for sore than 101 days. Permittee Signature: Issued B y: Call for inspection - 639--4175 I y'^ c I,f Y OF T I GARD - FtE:C".F I F'T OF PAYMF'NT RUCE I FST NO. 192--233696 CHECK AMOUNT s •7. 88 NAME t O' SULL I VAN PETROL_E_UM EQ. AMOUNT 0. 00 AllnRE�a8 1 PAYMENT DATF t 1 1/ ,wSUBDIVISION PURPOS'= OF PAYMk NT AMOUNT PAID PURPOSE OF PAYMENT AMOUN"r K,A I T) PLUMBING PERM 7. Ski ST. BUILD PER 0. 38 ..m I GTE E r, 5840 SW BURNHAM TOTAL AMOUNT PA l iz - > 7. 86 INSPECTION NOTICE �c�• City of Tigard Building Dspartamt 13125 BB Ball Blvd. Tigard, Oregon 97223 inspectinn Line (Rec-O-Phone)i 639-4175 Business Phones 639-4171 '�7"- L_+ Inepection: ,/_ }tel''_ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwl.k Found. Plbg. Top out Gas Line FINAJt Post/Beam Struct. (Ban. Sewer Framing -Bldg. Poet/Beam mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Grp. Bd. -Nech. Date Requsetedi �� / Times AN 'XI-PH S,c� Address: _ Parmit #: Builders__ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector. 15 APPROVED DIISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinnp. INBPRCTION NOTICE City of Tigard Building Departo—t 13125 Bw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phgns)s 639-4175 Business Phones 63S-4171 Inspections /1�i��= lcotinq Plbg. Underslab Koch. Rough-in Appr/Sdwlk round. Plbg. Top Out can Line FINALS Post/Beam etruct. Ban. Bower Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line gyp. Rd. -Mech. Date Regssestedsi" �� / _- Times AM Address s �r�y 0 s� if�..c/fi'/"ti- Permit •s Builderx THE FOLLOWING CORRRCTIONS ARE REQUIRM Y Inspector• Dates __ PPROVRD —� DISAPPROVRD APPROVED SU&?ECT TO ABOVE Call For Reinep. CiTYOFTIFARD COMMUNITY DEVELOPMENT DEPARTMENT oaaote BUILDING PERMIT 131AiNWHO BW P.0.8=2110',T4Wd,0maon 1100:(eDO)M4175 PERMIT #. . . . . . . : BUP92-0307 639-4171 DATE ISSUEDs 10/26/52 SITE ADDRESS. . . : 08840 SW BURNHAM ST PARCELt 2S102DB-00100 SUBDIVISION. . . . a 7ONINGs BLOCK. . . . . . a . . . s LOT. . . . . . . . . . . . . t --------------------------------------------------------------------------------- RE:ISSUEt FLOOR AREAS---------- EXTERIOR WALT_ CONSTRUCTION— CLASS OF WORK. sADD FIRST. . . . e900 sf No Se Ee We TYPE OF USE. . . sCOM SECOND. . . t sf PPOTECT OPENINGS?---------- TYPE OF CONS7. t2N THIRD. . . . t sf No St Et Wt OCCUPANCY GRP. sB1 TOTAL--------t 900 sf ROOF CONSTsA FIRE RET?tY OCCUPANCY LOAD: BASEMENT. s sf ►iREA SEP. RATEDs STOR. t l HT. t 16 ft GARAGE. . . t sf UCCU SEP. RATED e BSMT?aN MEZZ?eN REDD SETBACKS-------- REQUIRED-------------------- FLOOR LOAD. . . . : psf LEFTe ft RGHTt ft ,=IR SPKLtN SMOK DET. . tN DWELLING UNITSt FRNTs ft REAR: ft FIR ALRMsN HNDICP ACCeY BE:DRMSt BATHS: IMP SURFACEt PRO CORRIN PARKINGe VnLUE. e s 118000 Remarkst Construct 30' x 30, steel canopy over fueling area. Owners ------------------------------------ ------------------ FEES ----_— --- —_._. _ GTE NORTHWEST, INC. type amount by date recpt 8840 SW BURNHAM PRMT f 478. 00 JF 10/08/92 232530 PLCK f 310. 70 JF 10/08/92 232530 TIGARD OR 97223 SPCT f 23. 90 JH 10/26/92 — Phone #e Contractors ------------------------------ O' SULLIVAN CONSTRUCTION 26395 SW BOBERG ROAD WILSONVILLE OR 97070 ------------•------------------------- Phone #: 682-0275 f 812. 60 TOTAL Reg #. . 1 64201 ------- REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Foot/Found I n s p r Tigard Municipal Code, State of Ore. Specialty Codes and all other S t r uc St r r 1 I n s p applicable laws. All Mork will be done in accordance with Rein f Steel I n s p approved plans. This permit will expire if work is not started Slab I n s p _ within 191 days of issuance, or if work is suspended for Bore Framing I n s p than IN days. Roof nai ing Insp Final Inspection Permittee Signatur t Issued By: Call for inspection — 639-4175 i CITY OF' T I ORD -- RECEIPT CIE PAYMENT RECEIPT NO, rhEC:K AMOUNT 23.90 NAME= t RITCH Y, LARRY CAS14 AMOUNT 14.00 f►DC,RESS o PCS PAYMENT BATE 10/26/92 SUBDIVISION PURPO)E OF PAYMENT AMOUNT PAID PURPOSE OF PAYMFNI AMOUNT P0I0 `;T. BUILD ►`SER P-3.90 i GTE, 8840 SW BURN44AM TOTAL AMOUNT PATO — -- — —> CITY OF TIGARD OREGON October 20, 1992 Larry W. Ritchey, Senior Consultant Permit Consulting Services 122 8E 27th Avenue Portland, OR 97214 Projects GTE Fuel. Dock Canopy, BUP92-0307 8840 SW Burnham Street Dear Mr. Ritchey: Plaits for this project were reviewed for conformity with applicable codes arnA are approved. The inspections required will be printed on the permit. Please inform the contractor that each inspection must be done prior to lx)ginning t:M next stage of the work. You may get the building permit to begin construction on the project at your convenience, pending satisfaction of the Site Development Review conditions. If you have questions, or if we may be of assistance, please contact us. Sincerely, i Jlui jaquh Plans Examiner FAX (503)684-7297 I 13126 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - INBPRCPION NOTICE Citi Of Tigard Building Departasot 13125 BW Nall Blvd. T1,90rd, prmgon 97223 Inspection Line (ROC-O-Phones 639-4175 Business Phones 639-4171 Inspections Tooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. eesror Framing -Bldg. Post/Beam Mich. Rain Drain Insulation -Plumb. Plbg. UnderfloorLino Nater Ljno Gyp. Bd. -meet.. / Date Requested: ( 6 ,�� `( T s AN PM Address: permit Builders� THE FOLLOWING CORRECTIONS ARE REQUIRED: i 01' All Inapectors� APPROVED DISAPPROVED ! / APPROVED SUBJECT TO ABOVE _--Call For"7R`aiinsip. FAX 200 033 0777 SHANNON a BIVON P02 Krtmcr,Chits&Mno,Inc. KCM October 19,1992 Dole Topham Shannon & Wilson, Inc. 400 N.34th,Butte 100 Seattl%WA 9!1103 Subject 3d x 30'Canopy for GTS Support Centers at Comellus,Oregom Aloha,Oregtm and'Tigard,Oregon Dear Dale: This letter is written In regard to our October 19, IM phone conversation about subject congpim It was noted that the contractor wanted to replace the square footings shown on the drawings with round footings. After calculations, we found that the T-0"square by 6'-6" deep footing may be re laced with A 4'-0" round by $'-0" deep tooling. The reinforcing steel and anchor bolts would remain the same except that the &44 tier that are bent to a square would be replaced with 9-104 ties bent to a cling. If you have any further questions please call nye. Sincerely, KRAMER,CHIN &N, ' VA 1K.ristl Stinal Lewd Project!.soder a C Control PH*$ XF;U ad Ss7�NAL`fib 2212MI eXPIMES OA/04! 1911 Plot Avenue,gentle,wmnglon 88101-1027 (208)440-8300 FeX(200)443-5372 CITYOFTIFARD COMMUNITY DEVELOPMENT DEPARTMENT f RN 13126 8W Ndl Blvd P.o.so nw,ivw,onpon or (6W)OW411s _ PLUMBING PERMIT PEPMIT #. . . . . . . e PLM92-0161 639-4171 DATE. I ;SUED: 10/16/9,:-;' SITE ADDRESS. . . 1 08840 SW RURNHAM ST PARCEL: 26102DB-00100 SUBDIVISION. . . . % ZONING% BLOCK. . . . . . . . . . % LOT. . . . . . . . . . . . . s CLASS OF WORK. . :ADD GARBAGE DISPOSALS. . e MOBILE HOME SPACES. : 'TYPE OF USE. . . . -.COM WASHING MACH. . . . . . . % BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . :B1 FLOOR DRAINS. . . . . . . % TRAPS. . . . . . . . . . . . . . I STORIES. . . . . . . . I 1 WATER HEAT ERS. . . . . . a CATCH BASINS. . . . . . . : F!.XTURES--------------- LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : S:NKS. . . . . . . . . . % t URINALS. . . . . . . . . . . . I GREALE TRAPS. . . . . . . . LAVATORIES. . . . . % OTHER FIXTURES. . . . . s3 TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . 1200 WATER CLOSETS. . : WATER LINE (ft) . . . . I DISHWASHERS. . . . : RAIN DRAIN (ft) . . . . I R(.mark s s SINK, SAND OIL SEPARATCr(, 2 CATCH BASINS, SAN;7PRY SEWER LINE: Owners ---------------------------------------- ___________...__._-• FEES GTE NORTHWEST, INS. type amour,t by date recpt 8840 SW BURNHAM PRMT $ 75. 00 JH 10/16/92 — 5PCT $ 3. 75 JH 10/16/92 — TiGARD OR 97c12:l Phone #s Contractors --__—__—._--_-------.--------_—_-- 0" SUL.L I VAN CONSTRUCTION 28395 SW AOBIRG ROAD WILSON"ILLS OR 97070 ------_--__—._______________--_--,__--___ Phone #j 682-1742 $ 78. 75 TOTAL Reg #. . a 64201 ----- -- REOUIRED INSPECTIONS ------ This pereit is issued subject to the regulations contained in the lop.—out Insp Tigard Municipal Coda, State of Ore. Specialty Codes and all other Final Inspection applicable lasts. All Mork will be done in accordance with approved plans. This permit will expire if work is not started within 186 days tf issuance, or if work is suspended for sore than 188 days. Permittee Sig►latures Issued By I I Call for inspection — E39-4175 - CITY OF T I GARD — KECF I PT CIF PAYMF NT RFC(.I PT NO. -Or?-232776 CHECK AMOUNT 78. 75 Cl a, AT R I C I A CAS11 AMOUNT lb.00 1! RF SS i'1 7,0 rOMPV INS ST PAYMENT DATE : 10/16/9P' SUBDI V IS,(ON WEST l.Jh'N, OR 470613 PURPOSE OF PAYMF:NP AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PA 11) PLUMBING PERM 75.00 ST. BUILD PER :3. 75 CFTC_ 8840 SW BUId HAM ST TOTAL AMOUNT PAID — 78. 7'J 13125 SW riru DW. PLNCK/RECT b 2�Z 536 CITY QF TIGARD PO Box 23391 PERMIT N C� - COMMUNITY DEVELOPMENT DEPARTMENT Toprd.Orcgon 97W — 150)63%4171 DATE ISSUED JOB ADDRESS: F9 S Ill! �t�.I FF.4 N� TAX MAP/LOT SUB: LOT: _ LAN #15 l U ru ISSUE* f' `-- VALUATION: B OWNER SPECIAL NOTES NAME: _ REISSUE Or: _ ADDRESS: _ LAST REISSUE: - FLOOD PLAIN/ PHONE: _ SENSITIVE LAND: _ pC NTRACTOR APPROVALS REQUIRED NAME: V° -5'ULu &1Ar4 jy+JS'T'iWCrT0nI -CL — PLANNING: MZ-Wi2- ADDRESS: 7.k jQ S' 'W Z f ENGINEERING: Ij.�fCee.lO(l=f- Qg- !7077!0 FIRE DEPT: PHONE: Z.-,PZ-7OTHER: x o 7' CONTR. BOARD #: (o4-zto( _ EXP DATE: ITEMS REQUIRED SUBCONTRACIORS: PLUMB: _ LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH/ENGINEER CALCULATIONS: NAME: SNA"r-J04 e to(t,S© TRUSS DETAILS: ADDRESS: 4•ae) N • -s4 r4-<7-r Lef9 OTHER: Y0 N-oc -3003 )-*Sp a& rrc PHONE: , 'Z� $e'sZo PROPOSED BLDG. USE: COMMENTS: APP AN SIGNATURE Received By: kklylDate Received: �� I E PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 97800 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) 23,9 Building Plumbing Mechanical 10-433 00 Plans Check Fee .310,M 340 76 --- _ Building Plumbing _ Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees hf: 7.5-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) _ 31-450 00 Storni Drainage Syst Dev Chrg (SSUC) 24-445-01 Water Quality (Fee in lieu of) _ 24-445-02 Water Quantity (Fee in lieu of) TOTAL = �i1 / V• [� �Lw nm/3587P.WPF CATY Of" TIGARD -- RECU—'VAT (IF PAYMENT PECElPT NO. s92-232530 CHECK AMOUNT x 7119. 70 NAME t H I l"CHEY, L-ARRY CASH AMOUNI 0. 00 ADDOESS r I.P2 SE 27TH AVE P,A',eMFN-r nwm a io/wItA/ga PORTLAND, OR I311PI)IVISION 97214- PUPPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUN ' PA I n S i ILDING PERM 10-171' --478. 00 PLAN CHECK FE 310. 70 SA-38 S-W BURNHAM -- CANOPY (.3)TE, THrAL AMOUNT PAID 788. 70 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4751; - Beaverton,OR 97076• (503)526-2469• FAX 526.2538 September 2, 1992 Dale Topham Shannon & Wilson, Inc. Geotechnical and Environmental Consultants 400 N. 34th Street, Suite 100 P.O. Box 300303 Seattle, Washington 98193 Re: Upgrade UST System Tigard Support Center 8838 S.W. Burnham 6089B-008-000 Dear Mr. Topham: This is a Fire and Life Safety Plan Review and is based (in the 1988 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans submitted to this office for the installation of fuel tanks and a waste oil tank at the GTE Tigard Support Center have been reviewed and are conditionally approved, subject to the following items. 1. A tank installation permit shall be obtained from this office by the contracting agency. Please sea attached copy of Ordinance No. 90-02 for tank fees. 2 . A final inspection shall be conducted by this office. Please allow 24 hour prior notification. 3 . A valid building permit for the canopy and concrete work shall be obtained from the City of 'Tigard Building Department. "Working"Smoke Detectors Save Lives Dale Topham September 2, 1992 Page 2 Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-2501. WPar BP:kw Enc. / cc: Tigard Building Department ' CITYOFTIFARD CERTIFICATE C1F COMMUNITY DEVELOPMNT DEPARTMENT' Qwest OCCUPANCY 161OWNHdUt FA§m Me1.Tk4eAaMm nM pa""Ue /BERM I 1 i1. . . . . . . s Dl1P92--0181 DATE ISSUEDs 09/01/92 SITE ADDRE SS. . . s 8840 SW ©URNHAM ST' P&IRGEL s SUBDIVISION. . . . s Z ON I NLS s BLOCK. . . . . . . . . . # LOT. . . . . . . . . . . . . # CLASS OF WCiRK. SALT -• .-__...__...,_._.._._.__.___ .________...__._. . . .. I YPE OF USE. . . s COM OCCUPANCY GRP. 02 D2 UCCUPANCY L LAD s fiS TENANT NAME. . . t OTE SUPPORT FACILITY Remarks# Replace rooftop MVAC, remodel t1t rpa, add rtorape rm. Owners t.PTF NORTHWEST, INC. Phone 0i L'ont Tactors ROBERTSON, NAY & WALLACE 1001 SFr CRANE) i4VErNUE PORTLAND OR 97P14 Phone Ms Reg 0. . s 6305;' OL,cupancy of the above referenced hui lding ins herby Fliven, and r..ertillies the cowplianco with the State Of Oregon Specialty Cadvis for the yrol.tp, o%•cu ncy, omd ILI%e under which the referenced pet-pit was; i Qr17. FIRE DEPARTMENT NT _D I NCS I POST IN CONSPICUOUS PLACE INSPSCTION I TICS 7 City of Tigard Building Department 13125 SN Ball Blvd. Tigard, oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phones 639-4171 TL-., b Inspections — Footing Pla. Underelab Mech. Rough-in Agpr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer Framing r-Bldg Poet/Beam Mach. Rain Drain Insulation -plumb. Plbg. Underfloor Nater. Line Gyp. Bd. -Mech. Date Requesteeds�/ -/ _ 1, �" —Times AM PM Addrese s �J L� ��/ �� Permit 1 sa Builders — --- TBE FOLL3VING OORRECPIONS *tn r: Dates APPROVED DISAPPROVED APPROVED SUB.TECT TO ABOVE Call For Reinap. INSPECTION NOTICE City of Tigard Building Departssant 13125 ON Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-)-PPhhoone)s 639-4175 Business Phone: 639-4171 Inspection: — Footing Plbg. Un arelab Hach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Seam Struct. Sart. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation Plumb. Plbg. Underfloor Natter Lino Gyp. Bd. -Hoch. Date Requested: / -C' _ Tame: AM PH Aadroses, �LT /i2ajglae., D "Z'07 Permit d: Builder:_ THE FOLLOWING CORRECTIONS ARE RZQUIREDs Inspectors - Datu: '_APPROVED DISAPPROVED APPROVED SUBJECT 40 ABOVE Call For Esinap. INSPECTION NOTICE City of Tigard Building Department 13126 BW Ball Blvd. Tigard, Oregon 97223 Inspection. Line (ROC-O-Phone)t 639-4175 Business Phone, 639-4171 Insloctiont_ Footing Plbg. rslab Hoch. Rough-in A,:)pr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Irsulation -Plumb. Plbg. Underfloor Nater Line �y^- �7 gyp Bd. -Neth. Date Requeatoddtt_ l/ �� / lZ/ -Times Z�,_/X pN 000, Address t �OlG Permit #1 TBE FOLLOWING CORRECTIONS ARE REQUIREDt Inepecturt_`� 'All� ,APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ____Call For Relnep. INSPECTION NOTICE City of Tigard Mnildiog DepwrtAsnt 13125 8R Hall blvd. Tigar-1, Oregon 97223 Inspection Line (Her,-O-Phcna;: 639-4175 Business Pho•)v: 639-4171 Inapections FootingP1bg. Undersl<,:- Mech. Poogh-in Apps/Sdwlk Found. Plbg. Top Out Gas Llne FINALt !Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulalton -Plumb. otbq. Underfloor Nater Line Gyp. Sd. -Koch. Date Requested t / Tis se ss AN Addrosss 7_,h % Pnit �r Builders THE FOLLOWING CORRECTIONS ARE REQUIREDs W Inspect _y Datet _�//� �� APPROVED DISAPPROVED _ , APPROVED SUBJECT TO ABOVE Call For Reinsp. If24M NOTICE City of Tigard Building Depart men t 1.3125 e11 Ba11 Blvd. 2lgard. Oregon 97223 Inspection L-ne (Rec-O-Phone)t 639-4175 Business Phones 639-4171 i Inspections _ Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out G. FINAL: Post/Beam Struct. San. SewerFraming -Bldg. Post/Beam Koch. Rain Drain 6>ilation -Plumb. Plbg. Underfloor (y�Water Line Gyp. Rd. -Hoch. Date Requested: U -/0 Times AM ._X_PH Address: Builders— THE FOLLOWING CORRECTIONS ARE REQUIRIM s r Inspectors Deter�� APPROVED DISAPPROVED APPROVED SUBJE^T TO ABOVE _`Call For Reinap. _ - 7 CITY OF TIGA RD RD COMMUNITY DEVELOPMENT DEPARTMENT �oiw�oN 131U 6P+r F d§W P.O.OoR=W,TIprd,Orpon W?Ji1(sw en 4176 PLUMBING PERMIT PC.R I I T #. . . . . . . . E-LM9�-Nf�9` 6-29--4171 'DATE ISSUED: O8/O5/92 31 TE ADDRESS. . . : 6B40 SW BURNHAM ST PARCEL t 281 O2Dri-0rD 1,O0 SUBDIVISION. . . . : ZONING: IALOCK. . . . . . . . . . . I_cl•r. . . . . . . . . . . . . : GLOSS CSF' WORK. . :ALT GARBAGE D I GPOSAL S. . t MOBILE HOME SPACES. I YPL OF USE. . . . :COM WASHING MACH. . . . . . . s BACKFL.OW CREVNTRS. . CfUPANCY GRP. . :BE FLOOR DRAINS. . . . . . . s TRAPS. . . . . . . . . . . . . » i UR I E S. . . . . . . . : 1 ...ATER HEATERS. » . . . . al CATCH BASINS. . . . . . . t LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . .. INKS. . a . . . . . . . t URINALS. . . . . . . . . . . . : 1 CREASE TRANS. . . . . . . . L_AVATORIES. . . . . :,-:' OTHER FIXTURES. . . . . .. 1 TUB/SHOWERS. . . . : SEWER LINE (ft) . . . . ; WATER f.l_OCE)F;;TGi. . :? WATER LINE (ft) . . . . .. DISHWASHERS— . :. . : RAIN DRAIN (ft) . . . . : Remarks ! Replace rrobftop HVAC,, r^emedel tlt ►ami. OTE_' NORTHWEST, INC. type amol.Ant bV date r ecpt +RMT f 52. 50 JH 08/05/92 ?30 Phone #: ; ' Hi R9'TATE MECHANICAL 11,0.' i.a SE 6"1H AVENUE JRT)..AND OR 97202 -__-__.____._ one 4#t $ E,B. 6 TOFAL. -- ---- REOU 1 RED INSPECTIONS -------- :s permit is issued subject A the regulations contained in the RnuRh- in Insp ----1 4uniciaa) Code. State of Ore. Specialty Codes and al) r'her 'Cap—out Ine;p ______�_ ._ .�,._•.� -able laws, WI work bill be none in arcarejance with Fingal Inspection rt�hi ad plans. rn�s prrAite rill expire it pork is not started IB1Peadevs of is,perCo if xnrp is Susa!nded for more — vAe r•m i t L•r e !3 i y ttiEl t _�r e : _....._. ___.___... ._....____ .._ _,�____...._.____. Call for insper.Eion - 639-4175 y. , 1t ol CITY OF -rIGARD RF-CEIPT OF POYMFNT RecEirr NO. : -2 3 0".2 1 CHECK flMOUNT t 68. 26 I,)ME v INTEWSTATE MECHANICAL CASH AMOUN V % 0. 00 oDRESS t PAYMENT DATE t 08/05/9i2 PAUBD I()143 1 03N I "'URPOSE OF PAY1,WNT AMOUNT PAID PURPOSE OF' PnYW-N-1 AMOUNT PAID L PIF R M . 50 PLAN CHECK FE �( ,B,-I N—C-----,-- I . BUILD PER 2. 63 r SUPPORT' CENTER io,rAL AMOUNT PPr1l) 68. 26 F MECHANICAL CITY OF TIFA RD PERMIT #. . . . . PERMIT. . . I E C 9 COMiWry DEVELOPMENT RTMENT D %� =47 , OWN" 121MBWHd*A P-0-"=WT1Wd.0wm 603j'00:41-15 S i ! ,- PI)DRESS. 884k) EW B1-)RWJ)M ST PARCEL: 2S102r)P-0010 S(JFDIVISION. . . . i ZONTNM.- BLOCK. . . . . . . . . . L.OT. . . . . . . . . . . . . CLASS OF WORK. . :ALT FLOOR FURN. . . . : EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HE VENT FANS— : OCCUPANCY CARP. . :P2 VENTS W/O APPL: VENT SYSTEMS: STORIES. . . . . . . . : BOILERS/COMPREriSOPS HOODS. . . . . . . : FUEL TYPES----- 0-3 HP. ;3 DOMES. INCIN: : /ELE/ 3-1 5 HP. . . . COMML. INCIN- A X INPUT-.-":1"50,?1 BTU 15-30 HP. REPAIR UNITS: "`IRE L)C)MPE:'RS?, :N 30-50 HP. . . . WOODSTOVE3. . : GAS PRESSUkE. 50+ HP. . . . CLO DRYFRS. . : NO. OF AIR HANDLING UNITS OTHER UNITS, 71 TURN ( 100K BTU: 10000 CfMI3 GAS OUTL.E,rq-. . 1-URN }=100K BTU: > 11001710 cf m - Remarks: Roplate rooftop HVnC, remodel tIt rms. FEE!� � - 11, NnRTHWLrP;T, INC type Amol.int by date I- rcpt PRMT $ 46. 00 JH 07/30/92 PLUK $ 11. 50 JH 07/30/92 5PCT $ 30 JH 07 '30/9r- ontt'ACtOrl -i. V. P. C. INC. 6] b SE SHERMAN �,URTLAND OR 97214 ,Done #!, $ 59. 130 TOTAL 50897 RFOLITRED TNSP(-T.TI0N5 permit is iss-.tpd qubivt to the reoulationg contained in the Mechanical Jnsp i:card Municipal Code, Stat? of Ore. Soecialty Codes and all other Heating Unt, IT1-;p eC"Olicablp laws, All work will be done in accordance with Cooling Unt Insp ivoroved plans. T; is pereit will mire if work is not started Duct Trisrection mthin 180 day.; of issuance. or if work is suspended for more Final Inspection .J.;r 18e days. Final Inspection rlp�- mittqe By - r.411 fOt% iMspectidli - 639-4175 CITY OF TICARD RECEIPT OF PAYMENT RECEIPT NO. c92-230112 CHECK AMOUNT 32. 50 NAME n HVAC INC. CASH AMOUNT 0. 00 ADDRESS o 815 SE SHE i' PAYMENT DATE i 08/03/9c� SUBDIVISION PORTLAND, OR 97214— PURPOSE OF PAYMENT AMOUNT PAII► PURPOSE OF PAYMENT AMOUNT PAID MECHANICAL PE MEC92-163 25. 00 Sl . BUILD PER PLAN CHECK FE 6. 25 MEC92-0163 -- S699 SW WASHINGTON RD. —• NEWPORT BAY TDTAL AMOUNT PAID 32. 50 STR (A- URP'L.-T �U 30 ' - 0' ' X 50 ' -- 0 ' ' CANOPY 1 FOR ATE SUPPORT CEf�-� ERS CSICEO N BY' KRAMER, CHIN & MAYO, INC. FOR ANNON , Wil_ ON, INC. kNEF9 0 AUGUST 1992 N j,e'� FOP, THE FOLLOWING L OCAIIONS: 198 NORTH 19TH AVLNI!E CORNELIUS, OREGON rTvf°c SOUTHWEST MERLO ROAD z ALOHA, OREGON ww O , I15°J q ''tes� ISTE�aGti� Sf0N8838 SOUTHWEST BURNHAM EXPIRES oe i os i TI GARD, OREGON Kramer C.Wn&Mayo,Inc. Cl ient: Gt4 -ti I \c li -+ SNOW L(-)Ab `o 1 - e1UL j0 77. R�r ,fJ 22►2 LSA- _ _ ��,1'� P��,P`� �3t�� Y ��j �9 z. LHEJOB NO. BV CAECK SUBJECT DATE T N0. 0estgn Loads Gravity Loads Dead Load= 3 psf Total Load= 33 pit Wind Load ()t) ntl+it 'Will" '.;Peed Exposurr_ C 40.32 psf Uplift 0-4Edges CAI : 2.3) = 70.56 psf rLateral (Cq =l.3) = 32.76 psf T�,tal Lateral V+"Itl,J L',ac' 1.97 kips 1.9'7 kips Earthquake Lead Seismic Zone .',B V= Z'7'C'WIRw Z = 0.2 I = 1 ' C = 2.75 Rw = 6 W= 3 • 30 ft 30 It + 10 pit ' 30 ft3 + 34 pit ' 22 ft ' 2 ' W= 5096 lbs V= 0.47 kips WIND GOVERNS e . 30' X 30' CAIN O PY • 2212 ��" ��9 Z �. Deck Design Assume deck is10 Itauge metal deck with 3 inch deep, 16 inch wide panels %kith Fy= 40 ksi (See deck proNrrties at end of calculations) Allow•al lc tri nents in Decking 11I+ = Fb'S = 24 ksi 00.3456 in^3= 691.2 Ib-ft M- = Fb"S = 24 kai 40.2280 in"3= 456 Ib-ft Maximilm M•,men's M.+max _ 525 lb-ft (< M+ := 691.2 lb-ft) OK M-nnax = 33C Ib It (< M == -456 lb.-ft) OK • � Defle..ctrc n Span •Allow•ablc = 0.8099 Maximum = 0.74" Cant;IevCr Allowable = 0.53" hiaxirnucn = 0.34" Z12� 1� 30' X 30' CANOPY K * CAST-UTILITY BY CAST INC. * TIME: 3/4/92 8.43:24 PAGE: 1 * SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Typef, and the locations of the supports are: Ainged s,ipport at X- 4.0000 ,Hirged support at X= 16.0000 Hinged support at X= 26.0000 * Tota. number of different materials 1 1 From , _ 0.0000 ..to X- 30.0000 En 4176000000.0000 nxua yer of different sections 1 From X- 0.0000 to X- : 0.0000 IX- 0.0000 * Total of distributed loads 2 At 'X-= 0 ,0000 Wl- 3.0000 At X- 30.0000 W2- 3.0000 AZ X:_ ).0000 Wl- 30.0000 At X- 30.0000 W2- 30.0000 * SUM i ft"40 OF 7 HE RESULTS * MAXIkItT,M Ve.Lt ES * Max. di..sp:.acEment is 0.04103 at X- 10.0000 * Min. d ispiacement is -0, 01533 at X- 0.0000 * Max. shear force is 188.37500 at X- 4.0000 r * Min. shear force is -207.52500 at X- 16.0000 * Max. moment is 379.50000 at X- 16.0000 t Min. mooent is -272.25000 at X- 10.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0. 1000 * Tutal applied concentrated moment: 0.0000 * Total applied distributed load: 990.0000 * SUPPORT PEACTIONS * Reaction at X= 4.0000 Force- -320.3754 Momenta 0.0000 * Reaction tt X- 30.0000 Force- -384.1750 Mosent- 0.0000 II * Reaction at X- '6.0000 Force- -285 ,4500 Momant(=,, 0.0000 `1 i * CAST-UTILITY BY CAST INC. * TIME: 8/4/92 9:07:46 PAGE: 1 * SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports are: Hinged support at X- 4.0000 Hinged support at X- 16.0000 Hinged support at X- 26.0000 a * Total number of different materials : 1 From X- 0.0^"x: to X- 30.0000 Es 4176000000.0000 * Total number of 'iffarent sections 1 From X- 0 .0000 to X- 30.0000 IX- 0.0000 * Total number of distributed loads 5 At X- 0.0000 W1- 3.0000 At Xs 30.0000 W2- 3.0000 At X- 0.0000 W1- 15.0000 At X= 4.0000 W2- 15.0000 At X- 4.0000 W1= 30.0000 At X- 16.0000 W2- 30.0000 At X- 16.0000 V - 15.0000 At X- 26.0000 W2- 15.0000 At X- 16 0000 W1!, 30.0000 At X- 30.0000 W2- 30.0000 *.t**t*dr�irtk*#**tMk*+It�ktk***l�ttk�t * SUMMARY OF AiE RESULTS * MAXIMUM VALUES * Max. displacement is 0.06146 at X- 10.0000 * Min. displacement is -0.05273 at %- 0.0000 * Max. shear force is 182.75000 at 'X- 4.0000 * Min. shear force is -213.25000 at X- 16.0000 * Max. moment is 327.00000 at X- 16.0000 ' * Min. moment is -356.50000 Lt X- 10.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 1 .0000 * Total r.polied concentrated moment: 0.0000 * Total applied distributed load: 780.0000 * SUPP0RT REACTION * Reaction at X= 4 .0000 : Furce- -254 . 7500 Moment- 0.0000 ttttttttttt*tttttt*tttttttttttttttttt*tttttttttttttttttt**tt*ttt*tt*tt * CAST-Ur,.ILITY BY CAST INC. * TIME: 8/4/92 5:10:04 PAGE: 1 *tttttttttttt*,rt*,rt*tt�.ttttt*ttt*tt*t•rt*tttttttttttttt*ttt*ttttt****t* �a tttttt*tttt**tt**ttttttttttttttt*ttt * SUMMARY OF THE INPUT INFORMATION t*tttt,t*tttttttt**tttttt*ttt,rttttt*t TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports are: Hinged support at X= 4.0000 Hinged support at X= 16.0000 Hinged supp..rt at X= 26.0000 * Total number of different materials 1 From X= 0.0000 to X= 30.0000 E= 41760( J000.0000 1 * Total number of different sections 1 From X= 0.0000 to X= 30.0000 IX= 0 .0000 Total number of distributed loads 5 At X= 0.0000 W1= 3 .0000 At X= 30.0000 W2= 3 .0000 At X= 0.0000 W1= 30.0000 At X- 4.0000 W2= 30.0000 ° ? At X= 4.0000 W1= 15.0000 At X= 16.0000 W2- 15.0000 At X= 16.0^00 W1= 30.0000 At X= 26.0000 W2= 30.0000 At X= 26 .0000 W1= 15.0000 At X- 30.0000 W2= 15.0000 t+rttt*t**tk*t*t*f**titt*** * SUMMARY OF THE RESULTS tt*ttt**tt*tt,rttttt*t*t*tt * MAXIMUM VALUES * Max. displacement is 0.02858 at X= 0.0000 * Min. displacement is -0.01676 at X= 30.0000 * Max. shear force is 176.55000 at X= 56.0000 * Min. shear force is -153.45000 at X= 26.0000 * Max. moment is 264.00OOU at X= 4.0000 * Min. moment is -210.75000 at X= 21.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.0000 1`otal applied concentrated moment: 0.0000 * Total applied distr;buted load: 750.0000 * SUPPORT REACTIONS * Reaction at X=-. 4.0000 Force= -240.3750 Moment= 0.0000 222 F, * CAST-UTILITY BY CAST INC. * TIME: 8;4!92 12:07:49 PAGE: 1 * STJMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports are: Hinged support at X- 4 .0000 Hinged support at X= 16.0000 Hinged support at X= 26.0000 * Total number of different materials 1 From X= 0.0000 to X- 30.0000 F = 4176000000.0000 gTotal number of different sections . 1 From X- 0.0000 to X- 30.0000 IX= 0.0000 * Total mi.. ,er. of distributed loads - 4 At X- 0.0000 W1= 3.0000 1'.t X- 30.0000 W2= 3 .0000 At X= 0.0000 Wi- -70.5600 At X= 3.0000 W2= -70.5600 At X= 3 .0000 W1= -40.3200 At X= 27.0000 W2= -40.3200 At X= 27.0000 W1= -70 .5600 At X- 30.0000 W2- -70.5600 * SUMMARY OF THE RESULTS * MAXIMUM VALUES * Max. displacement is 0.00848 at X- 23.5000 * Min. displacement is -0.06622 at X- 30.0000 * Max. shear force is 240.00000 at X- 4.0000 * Min. shear force is -241 .38500 at X- 4.0000 ' * Max. moment is 251.19000 at X- 10.0000 * Min. moment is -525.36000 at X- 4.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.0000 * Total applied concentrated moment: 0.0000 I� * Total applied distributed load: -1301.n400 11 * SUPPORT REACTIONS r� * Reaction at X= 4.0000 : Force- 481.3850 Moment- 0 .0000 * Reaction at X= 16,0000 Force= 372.0970 Moment= 0.0000 eb Beam Deign Masi�tir:n: Mornent Nfi.rnax) = 13.38 kip-ft. at support due Yo unbalanced snow 12.23 kip-ft. at support due to uplift from wind Use 'INI8X1O 'k-raced at 6 ft oc. Mlaximum ali:)%N-ablc rriomcnt for Af8X10 traced at 6 ft oc is 13.70 L-ft incrrase- 3:1 For wind=> 16 k.-1 Deflection Span Allowable = 1 .2.0" Maximum = 0.76" Cantii :�er Allowable = 0.801, Mayuni.!m e 212 30' X 30' CANOPY Z 1 * CAST-UTILITY BY CAST INC. * TIME: 8/4/92 12:00:03 PAGE: 1 RO * SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports are: Hinged support at X= 6.0000 Hinged support at X= 24.0000 * Total number of different materials 1 From X- 0.0000 to X= 30.0000 E= 4176000000.0000 * Total number of different sections 1 From X= 0.0000 to X= 30. 0000 IX= 0.0015 * Total number of d.Lstributed loads 2 At X= 0.0000 W1= 26.0000 At X= 30.0000 W:2= 26.0000 At X= 0.0000 WX= 384.0000 At X- 30.0000 W.2= 384.0000 ************************** * SUMMARY OF THE RESULTS * MAXIMUM VALUES * Max. displacement is 0.04217 at X- 15.0000 * Min. displacement is -0.02142 at X= 0.0000 * Max. shear force is 3690.00000 at X- 6.0000 * Min. shear force is -3690.00000 at X= 24.0000 * Max. moment is 7380.00000 at X= 24.0000 * Min , moment is -9225.00000 at X= 15.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.0000 * Total applied concentrated moment: 0.0000 * Total applied distributed load: 12300.0000 * SUPPORT REACTIONS * Reaction at X= 6.0000 : Force= -6150.COL ioment- 0.0000 * Reactior tt X= 24 .0000 : Force- -6150.0000 Moment= 0.0000 ****************+r* r*k** r******************sir* F�k****�k**fir**********fir*•k*** * CAST-UTILITY BY CAST INC. * TIME: 8/4/92 11:56:29 PAGE: 1 ************************************ * SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEK4 CALCULATION Types and the locations of the supports are: Hinged support at X= 6.0000 Hinged support at X= 24.0000 * Total number of different materials 1 From X= 0.0000 to X= 30.0900 E- 4176000000.0000 * Total number of different sections 1 From X= 0.0000 to X= 30.0000 IX= 0.0015 * Total nunber of distributed loads 4 At X= 0.0000 W1= 26.0000 At X= 30.0000 W2= 26.0000 At X= 0.0000 W1= 284.0000 At X= 6.0000 W2= 384.0000 At X- 6.0000 W1= 203.0000 At X- 24 .0000 W2= 209.0000 At X- 24.0000 W1= 384 0000 At X= 30.0000 W2- 384.0000 ************************** * SUMMARY OF THE RESULTS * MAXIMUM VALUES * Max. displacement is 0.01972 at X= 0.0000 * Min. displacement is -0.00110 at X= 7.5000 * Max. shear farce is 2460.00000 at X- 24.0000 * Min. shear force is -2460.00000 at X= 6.0000 * Max. moment is 7380.00000 at X- 6.0000 * Min. moment is -2137.50000 at X= 15.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.0000 * Total applied concentrated moment: 0.0000 ' * Total applied distributed load: 9150.0000 * SUPPORT REACTIONS * Reaction at X- 6.0000 : Force= -4875.0000 Moment- 0.0000 * Reaction at X- 24 .0000 : Force- -4575.0000 Mcment= 0.0000 * CAST-L-T-ILITY BY CAST INC. * TIME: S/4/92 11:58:16 PAGE: 1 * SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports are: Hinged support at X= 6.0000 Hinged support at X- 24.0000 * Total number of different materials 1 rFrom X= 0.0000 to X- 30.0000 E= 4176000000.0000 :* Total number of different sections 1 From X= 0.0000 to X- 30.0000 IX= 0 .0015 * Total number of distributed loads - 4 At X= 0 .0000 W1= 26.0000 At X- 30.0000 W2- 26.0000 At X= 0.0000 Wl- 209.0000 At X= 6.0000 W2- 209.0000 At X= 6.000ij W1= 384.0000 At X= 24.0000 W2= 384,.0000 At X= 24 .0000 W11 209.0000 At X= 30.0000 W2= 2091.0000 * SUMMARY OF THE RESULTS * MjXXIMUM VALUES * Max. displacement is 0.06274 at Xa 15.0000 * Min. displacement is -0.05341 at X- 0.0000 * Max. shear force is 3690.000GO at Xa 6.0000 * Min. shear force is -3690.00000 at X= 24.0000 * Max. moment is 4230.00000 at X= 24.0000 * Min. moment is -12375.00000 at X= 15.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.0000 * Total applied concentrated moment: 0.0000 * Total. applied distributed load: 10200.0000 r * SUPPORT REACTIONS * Reaction at X= 6.0000 : Force- -5100.0000 Moment- 0.0000 * Reaction at X- 24 .0000 : Force=s -5100.0000 Momenta 0.0000 II ********************************************************************** * CAST-UTILITY BY CAST INC. TIME: 8/4/92 12:10: 18 PAGE: 1 ************************************ * SUMMARY OF THE ?NPUT INFORMATION ************************************ TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports are: Hinged support at X=, 6.0000 Hinged support at X= 24.0000 * Total number of different materials1 From X= 0.0000 to X= 30.0000 E= 4176000000.0000 * Total number of different sections 1 From X= 0.0000 to X= 30.0000 IX= 0.0015 * Total number of distributed loads 4 At X- 0.0000 Wl= 3.0000 At X= 30.0000 W2= 3.0000 At X= 0.0000 Wl= -786.0000 At X= 3.0000 W2= -786.0000 At X- 3 .0000 W1= -372.0000 At X= 27.0000 W2= -372.0000 At X= 27.0000 W1= -786.0000 At X- 30.0000 W2= -786.0000 * SUMMARY OF THE RESULTS * MAXIMUM VALUES * Max. displacement is 0.00321 at X- 21.0000 * Min. displacement is -0.03863 at X- 30.0000 1 * Max. shear force is 3456.00000 at X- 6.0000 * Min. shear force is -3456.00000 at X= 24.0000 * Max. moment is 2713.50000 at X- 15.0000 * Min. moment is -12231.00000 at X- 24.0000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.0000 * Total applied concentrated moment: 0.0000 * Total applied distributed load: -13554.0000 * SUPPORT REACTIONS * Reaction at X= 6.0000 : Force= 6777.0000 Moment= 0.0000 * Reaction at X= 24.0000 : Force= 6777.0000 Moment- 0.0000 Girder Design Ma.xinlunl M mw'.= 99.40 kip-ft. at support due to uniform snow load 65.90 kip-ft. at support due to uP!ift from wind W14X34 braced at 11 .0 ft oc Maximum allowable nrontent for W 14X34 braced at 1 , ft oc i,; 80.74 k-ft increase by 33', for wind=> 107.4 k in Deflection c�'aniil�,:vr.r Allowabie = 1.47" iVlaxirnuui = 0.56" T1 71 6P LI—i I 1_7 i _�_ - �.� yak 5•°I i it- LD �JLf��;Clr� ..1 ,r,�� y•y tn0 3A 30' X 30' CANOPY 2 � 00/11/02 10:30 FAX 200 090 0777 31liONUN it IVILSLIN �-1 .�.�Il a=as173aaalfsaFlarRartaaiaaa7■a]iiCS=eaa:laa�waaf_aC=asD■aati�■tsevaSaY �.. N-STAUDL BY.CAST 1 REV. 2.64 SER , 6606 TIME t 9/1/1592�nc05,553 1 'I'�1j.TjTLEr BTE GIROEI/COLUMN DESIGN !tsexD■ta-a'yta�aaut�atae'a■evta•ss3-.a�L�'l'd7SSSC7.C3__-a.ax�tttfFL■ . •' �it[ltli1tt114111111tlil - i RE;IR.T9 OF ANALYSIS t �, :•�iltttttttlttllttltittttt Aps OF THE MD LEN r PLANE FRAME RESTART STATUS , M09E MEN ACTIVE U"1[TB + POUNDS 1RCHES WREES -.•�,,;•; tit ,•LOAD INOE1 t ! LOAD TAO t SROM ur • `'. ' 'i,�tE4l1I-1ANT HEM4ER,F0RCE9 ---- . fI. 'bFTIAER 5ECT10Y JOINT I--- AK1AL---1--- LOCAL Y -1 LOCAL i --/ iORCE SHEAR FORCE NEWT,• ',•i; N0. TAO. N0. f "'''��•j 14101;101111 1 16502.7631 MUM 2790.0"m ';.,r•�! 3 -15940.0176 -0.4000 -7,260,0000 0.0000 -D,0001 0.0000 V 3 --0,0000 5379.0061 -675114,041 '�ij! 3 • : N12130 3 0,0000 10669.006113 677394.6044 t 0.4000 -0.0001 0.0004 I ,t 1�:i1t LOAD INOEt , 2 LOAD TAS : UND&I III ,•I ;ItF9Ui,TANT HENBER FORCES -- %, iLOCALAIIAL hEHIFR SECTION JOINT I--- FORCE -/ SHEARI.OrAL I, Ti -/ NH.• TAG. NO. ; 1 - 1]740.7631 -0.o00o -270040.0000 ;'!j' 1 TS10X10�111 ` 3 -12bRH.Ol7b O.AOoo 4TOH1o.000�1 {'! ' '' Nl2t30 2 -0.0000 -0.0001 O.0004 Z 0.0000 1719.0009 -675114.6091 �. 3 3 M1ZX30 I 0.^000 1409.0000 404274,6094 4 -0.0000 -0,0401 0.0004 jr tll LOAD INDEX , 3 LORD TAB r UNltlt 2 111- RESULTANT NEW FORCES 1;',�1ENBfR 9FCrIUH JolNt /--- AFIAL ---l- LOCAL Y Lncal t-'/ TAO, NO, EONCF• SHEAR FORCE WENT 1 r911X1ot114 1 15042,7bI1 MOO 213000.0000 r'. •.I! 3 -12464.0116 -O.DOOa -213000.0000 (� r 2 V17130 2 -0.0000 -0.0001 0.0000 3 / l 0.0009 3109.0990 -390671.545i glq?" %�•��✓ 5 93'14,0050 b61b14.b491 N12130 S -0.0000 i Ulty UILMNM a tSiEE>lttf!\f\QQQ�tt/t:�7NQ1tw•\1Q1tEat]Y{C\a=\\\t^.[nL\i/4Ef.Yftl7L ,..,.,'. ../ . M-BIAUOL BY CAST / REV, MA GER 6506 T1IK a 8/6/1992 131050 1 TITLES BTF 92DER/COLUMN DESIGN FAGS 4 N■UtIRtL..1411.\nlttfattf7/YQQ/ffiA/\MtS]\\41CSC,'J O7CiEA1sC_yi• 1•' ':•14114�l'; /1 to t tl�^�,ff,;•i•, RE61lLIMt RENNER FORC99 LOCAL Y --/� LOCAL 2 --/ : ' 'a'i NO. TAB. NO. FUCE SMEAR FORCc .} � 0.000O 0.0001 •..1..•1'1..• i4,• '�• 111 LOAD INDEY . 4 LOAD Tk0 J NINO lit AE66'LTANT MMER FORCES I'�'',�;(!t;•, RENDER XMION. JOINT I AXIAL -/-- LOCAL Y -I— LOCAL I --I NO, TAD. 116. iORCE, SHEAR FORCE MOMENT ' t T610T10�1/4 1 •20337,7363 2000.0000 40i1b0.0004 ;Its.•;,:•:•• 3 20891.9821 -200.000) 940.0000 ` Z N12130 2 0.0100 -0.0001 0.0000 3 -2000.0100 -7360.9912 993W-1319 �• 3 NI2I30 3 -0.0000 -13530.9912 0 0.0000 11-4 .� 4 =,•;,Iris 11Th . ��.�-..�....��.....�..y,♦wr.�"51!.ww.w+nvn•1�n++!`,T'!�T4.U�'��45 �"'�'w � mmmRr.•s+sYen■ams::■t:ama:crosr:m r� Qe.!atee�tmmmmmCmm9�t04^P-�OR■m1Nme7 �,.�;••''. r�; N-;TAUDL BY CAST f REV. 2.64 6ER : 6606 TIAE : 8/1/1992 IS:OStS9 ,.x ,,,,•.•:.. TITLE, aTE 1IROEHICC'LUM.1 DE-3104 PAGE ns■mtmmemttee■ac■�w+asmllemmmemmsze,�■�.■um�eas■a�ssm��eas3at3mm=asmr '11•.'.i' 4•�.. : tttttttttttifllilt131tt �'r ,:•:' t RE5ULT9 OF ANALYSIP 1 tttteuttttutt+:tlu•t •. �•'�. T'fPa Of THE PAakEN i PLAIM FRAME REbTART STATUH NONE 6I4EN ACTIV9 UNITS s POUNDS INCHES DEBRIEb {tt LOAD INDEX t 1 LOAD TAO a $qON, tit RESAIN41 JOINT 401NT f•-•• @Last_ D19plov"'6111S ---•f--JIOTATIGV - r ''�. � •': �11`I Ip,�•. N0, X DIRECTION ' DIRECTION I DIREETIat1 -0.0000040 -x.4000000 �i3O 1 0.0004000 .I••,.,:•,�• '- 2 A.OlOB310 -0.561{lE7 0.3596335 N�• '''• 3 0.010830 -0.0113017 -O,OOAOBS7 ��••,�_��• 1 0.0108340 -0.5395909 •r; s 1ilAl1 til tit LOAD INDEX 2 LOAD TAB F s RPSULTANT JOINT 11I5/LAC41OT6 --- !''•r:`_' JOINT /--- GLOBAL 016PLACENENTB ---/-- ROTATION -1 :'!I''1`��• '; I DIRECTION T DIRECTION 1 DIRECTION 10 -0.0400000 0.0400000 . •• ` ':1. �;1!� j ! 2 -1.zeA9e93 -7.2I8937x 1.00A8l70 :,ti:,;'I, I+�::,na; -0.0098104 .0.7229707 9693 1,36066 -1.206 07 0.5S2BBi3 1 ' i �I,e41,�.�1•t t{{ 1 3 LOAD TA6 s UNRAL2. tit LOAD 111DTi 1 ;II�•1f' �,'r pEbUITADi JOINT DISPLACEMENTS -- 5•`J,, S 'r�r 1,.1.1..,1t� t':r�•�i.`:��.I1,�':' JOINT /--• GLOBAL DISM.ACKNT9 ---/--RU1A11ON • '.f:�;'� ,. N0. 1 DIRECTION T OIAECTtON 2 DINKTION -0.0000000 1 0.0000000 -0.0000000 2 1.21721.12 1.3169:37 -0:8197018 �;�.• '•'ir 3 1.217231? -O.A09N90 -0.718b861 • • ' .� �'•'�' 1 1.1912112 -2.2000409 �� i �';► •• • tit LAAO INDELIBIRO lit 1 LOAD TAB t , •• �;C�, t.,.l �,'t,1 v5 4.'�J`' Y,y.M r�Vr,�r,��v!�ro f!^'••:.;.�"!?^1 '1Ti"'!°`'S'e"""ssrrifTiv':'fl�E"E (, *,/LL'2:l G4L!@!�/QaQQa+aas_a/1V at aa/•/N�aarta//�aal3a:lQ3/�QIIY.SLC ]�Q II,�.•'S11'•'•. N•8IGM BY CAST f KEY, 4.54 SERs 6606 TIKE i 914fl992 MOMS i I TL81F DE918N PAGZ 6 •4ipt ..'� fMLMla�tasp.-rsz/aeQ9:�s/siQLsaxa/�'Q_zQ�r/��//Qa�ae/ti+++nefoam/■ •'1,1'�" ;'�• „• rY,f''. RESULTANT JOINT OWLACEWT9 J011lt /-- 6lO8Al 013PLs10EHE9T9 —I-- ROTATION N0. 1 U(NECTION Y DIRECTION 1 OIAECTI09 r'"•l'' 1 0,0000000 0.0000000 —0.0000000 !�It�t.• ::• 4 1.2995216 7.1049037 —1.0904891 ? 1.2681D49 0.0151213 —0.54I2706 4 1.2894899 -0.1024047 -0.0341157 1'• 31�' .: r �2tZ$ -'' --- �.-.. .p•.,,...�,,.�v„•.;.�,-M,•�•rrrrnt�l+!!a�3't'e'3:r i Column Dc-sien ` Due to Utriform Snow Load P= 16.50 kips fa= 1.72 ksi Fa-- 18.23 ksi Dur. to Ur,'aalanced Snow Load P= 13.14 kips N[= 27.30 kip-ft P= 20.34 kips <=worst 4-ase M= 40.72 kip-ft LtSI: 1S lt1 X I() X 1!4 S= 30.1 in-3 ® r= 3.96 its. fa + fly <=1 Fa Fb [a + fb - 7.12 + 16.23 r 0.87 Fa Fb 18.22 21.60 OK < 1.33 Maximum Deflection = 1 .30" horizontal at top of column r r r i 30' X 30' CANOPY 1 . ewaaarr_]rr■ee�.+lrarrr]r■rrr■!e•s1i!■■ra■rrruf■r■ta■■f■■■a ,.'�:t' •%',' , N•IIRUOI BY CAST / AEV. 2.b4 EER s 6606 TIME s 8�{11492 lS=•i�3I �i� �� ; - TITLEI ITE o1RDERM U6M DES18N PAOH 1 I i;:;'�►;•':;!; . �aca�■u■■=•■aaan,.=ee=nmtesaaav>ra�a�eaa�saar ■us sa==a i i}'�:;z i��a,, tlttltfitflttltttit 10J."1"I.),�. I 11tNfsttltt�lfltltl•lY .' •• 'jl�.•`''=:�'yr:'A'+ RESTART GTA1Tr3 a 1U* RIMr, TM OF THE FROWNt PLANE FRARE ''~,�' •,,��;`;?{•=�'�'}:�,` ACTIVE 1111119 s POUNDSINCDES IEOREEB tst LOAD INOE11 1 LORI TAI t Sf�1i 11 t ;: j•�,{i;,i'; ";} iOINi REACT IONS AT 6UPPDRTI , —ter 1 ,r' M tiil JOINT /---«._--' GLOBAL RE,ICTIUHB ----- , 10, l FORTY T FORCE rr I Roof 02.704 2210.D049 Tpm -0.0000 16102.1634 rh 1 tit LONM INDET 1 2 LOAD 1116 , INIALI Ill JOINT REACTIONS AT SUFFOR15 -- JOINT /--- GLOBAL REACTIONS--] •N0. I FORM T FDRCE 1NMI .,:; �•,s:F�: o.00no 6142.1631 ' I � � • i 0.0000 13212.7631 ' �,�f?!Ebt;•r eF ttt Mill INCH i 3 LUAO TAS z UNBOLT. Itt � .;'i ,•.: JOINT REAC7i0N8 AT GUfPO1T9 ---- _ �1,. •'��!�.• •, .1. JOINT -- SLUNK REACTIONS Y fQRtr� I AONENT ,:•, ,�':•.•r•�.F►. 111. 1 FORCE t•.,. ilf':A•� I -0.0000 13022.7634 273000.0000 TOTAL -0,0404 13022.7634 1tf I11A1.iNDf-3 �4 LQA1 TAI t, pf ..�... •.•2000 0000 10T31.23ts� 40T160.00Do •;rr.Eo;.�:;; X212 ' .... ...�..____^��.._. ,....w.----rr.-«-•.:..,.w.w:w......�6 rarT}I�ii•w• OCT 1 G 92 1 1 1 PAGE . ©02 Foundatiot, Dtr:ign Assum �e lasZ S sails per Z►BC Cliaptcr �9 a rcolin weight q 0 •q kips Wcrti-cal Load 116.5 ksp K g Allawak,ic Bearing Preaaure(WOOW) gdlluw = 1000 psr(1 + 0.2d) d is {acting depth Ballow . 2200 psf 2'1,00 psf g actual = !�'�� psl AR LLicral Stability J!- 4.356P*h/(S'b) poll s 40.716 kip-ft S . 100 `d n= *4.0�, d- U,�� uplift Uplitt farr.e, Ps 19.8 kips Pt=W Wt of tooting, '9V� 2�,'{ Lipa Factor or Sa(tly t•''L Use fl square by V,,S ft deco tooting a 30' x .30' CANOPY v�l` OCT 16 192 13: 12 PHGE . 003 Ve- I 1b Jc 1 ! •J. 1IV.. r. __ . _ __ Ream to Teck Connection Mornent taken by clip^lone M = pee = (1.5"-1/Z(t.5"))' 511.987 335." lb-in S - bd"2/6= 0,01 S in-3 Fla - 27 ksi > MIS 23.937 ksi Moment taken by clip and washer N1 . Pee z (1.S"-t/7(7/e")) A 511.967 lbs � S4a.9e lh-iip S - 0.227 in"3 Fb - 21 kai > M/S = 2.40 kai Check Bolt Size Reaction - 2'P = 1024 lbs E(tens) R/A 1023.974/0.1961n-2 = 5.2244 ksi < 20 ksi OK Use 7P50 clip with 1/2"diameter bolt and 1/8"thick X 1.5" diameter washer � 30'X 30' CANOPY + + rOTAi_ PAGE . 003 w* Foundation UrsiQn rA%SSUlne Ciasis :r soils per UBC Chapter �. Vertical Load kips + ic.nting weight y 0 kips Allowable Bearing rressurr.fgai]o�v'I gdlluw = 10r)0 psf 0 + O."Id) rl is footing depth ga!loNv = 22CO lisf q actual = V i^Ye psf < 1-.00 psf OKL.atcral Stability d3 = 4.?5'1'`ll/ (S*b) P•I1 = 40.71b kip-ft ' S = 100 'd d= L�,4l0 Uplift Uplift farc e, P= 19.8 kips Wt of footing, W= 2" kips Factor of Safety Use S ft square by S ft deep footing (/ 1' L 1 30' X 30' CANOPY L�) Beam to Deck C.'onneciion Moment tak.-,t by clip al.-Ille 1tl = p•c = (1.5"-1/3(1.5 )}' 511.987 = 335.91) Ih-in _ S bd-2/6 = 0.015 in-3 Fb = 27 Ksi > I1 iS = 22.937 ksi Nloincnt taken by clip and waahrr Ns = P*e = (1 .5"-1/3(7/5")) ' 511.987 lbs S = 0.227 Iu'3 543.99 lh-111 Fb = 27 k.5i > IVI/S = i.40 ksi Check Bolt Size Reaction = 2'P = 1024 lbs f(tens) = RIA = 10 3.974 / 0.190in-2 = 5.2244 ksi < 20 k.-,l OK L'sc 7P50 clip with 1/2" diameter bolt and 1/8' I,ick X 1.5" diameter washer e M 30' X 30' CANOPY �Z ei I L i . Beam to Column Connection v max = 27.3 k-ft M = P - d P 112in = 27.3 P = 27.30 kips/2 bolts ® P = 13.63 kips/bolt Rallow) 15.77 kips/bolt Use 4- 1 " dia A307 bolts S > ,Vi/Fb = 13.6-5 kips ' Sin / 23.76 ksi 1.72 =bd 2/e d > 0.928" tine I by 12" Wide plate at top of column r 1 r r 30' X 30' CANOPY en L _ 41.1 rO.tr■Oft •Nwtlf ��-1•�'� r ' -• . _ _ 1'_to 1st . �� T�1-#it►srtl jty la f10/tt11LS -KA 1151 6 USTI 111At11T I! t1Si ! 4401 ►nuiL .t¢S 1 •+�•,S�! .'rte . t 1AIT : Y' : 1. 12• f IL• SJ1131ot 1 : . 1./761 1.:1714.1441 1.1072 : 1.3)1=; '1•::�I i ` 1 u1tAt l ; IMP1.1111 l.1ll 1 it" : Lt.:J I ;t 1 1.132 : 1.1017 : 1.911 1.1143 LIST I-3•T113 2 1.1104 I.I043 t.Au : LVII 1 :1•Ia�uc !I i.'1 1:.04+ : 1.14:2 : 1120 iv 1. 11 1 IS11i1 1111r.11' It I■ 1 1.012 : Lt1t3 ; 6.14.1 1 I 1 I 1 j ICOBPII:'i IS i.'3 : 1.1:20 : ":7" ' 1.1311 7 I'- 1.:71 1.3071 : Lw 3 ! 1• :11alls !1 ir'1 1 L11N : LL1i1 : 1.30:: _ _ 1 1 I _- S :4115 11 4t i. I 1.1:31 : I.:IIf : I. I.L:LJ I.I:� ; 2 4.1511 2 ! I1..10 Lit:l : 1.117♦ : I.l3U t 1414/101 :S h'1 1.1101 : IJ03� I I I - 1 :efA►IOlsr'A :Y I)tlit : iN ILL : 112 211 I IA Is'l I I.IIIL I 1.10I1 I 1.1711 I 0.1)31 : 1.119 i I.JJ21 i I.)UI I S AIIAL1.111: . 1 1314 1.IC3: IXII 1 1.0014 1 1.1121 Ii I 1 11 f 1.7113 : 1.3401 : 1.1701 t 0.71;1 1 e.3u1 : .1001 : 1.7Z ' W t t IiiN01s1 11 Is'1 I 1.791 I 1.3110 : 1.31 17 l.Glt3 1.1031 I 1.113E i 4.4073 i Z �Q ! 1 ! 1011 i■. 1tI1S II It I. 1 I.OW : I.MII : I.I131 ; S il."r.. 301 1.1: 1 I.l:1t i 4 Q I.t311 I 1.3111 : A.IIIi : 1.:111 : t ICDI R. !1 I■'l 1 1.1►31 1.'3n 1 1.3111 ; V 1.0111' RIJ1011i II U•1 1 !.lenIJ4:I : 1.3311 : 1.1113 i LAt1 : 1.3212 C 1 Itis It IT I, I L:1J1 I LSLN I. 11 1. vi ;rte-I 1 ! vi 3 !tE'sIa 1S I.'3 I 1.14141 : L:171 I LAM ` I.S3i3 1.210! : 1.2111 i 1.2(11 i - v _ �}0 1 231 : ]I3 1 111! = wAr+.La n uut! I 329 s w+ . 111 : ! ! : E t 1pQA1 ! t __ w r ' •o1ft11 • x 1 1Sflw E _• ,i � Ifff~va� *fit t -aalim • ��ar%.r.-as-cm "Com . Mrt . .i1L/-• CI.c tl rY marIA11t 11.1711..... 1' orOt' fCCTIM 0•e1.t■11Cf •K r!1 tic ►tu U-0c,=1 Goff-1l Ctfe+. rt+ r�Tt+e. 't■rtts •.c tet rrt Cf"l fcrfte. Y11r /Ilrrtoc. m"NIS fee KwK'i�..RRtf■1er��lt »JVf+r■rM 1,■t •I . r.4.1 •,■Cif tM r.a.•r • Hrrr ti •Rr b2r1.IW tt■r W1. rer efr t. ♦ 1.(.01(1 WC9 ■q:.• ffrr■•Ir .1.^••-.- C...M.1/0.7. flNr•Ir rtr•... ..wt rJ c.lt Ott- IIIC■l.stb 1-1 • (.tlgr I 1-93 re• r11•• as 11CIMIC lY.••: 2 RD CITYOFTIVA cE R r* I rFaTE OF COMMUNMY DEVELOPMENT DEPARTMENT 02100H� OCCUPANCY tar258WM9Wd.P.O.Na�UW.14vAOmono7 15'r�M PERMIT #. . . . . . . a B011;;, 01pli --- DATE 15SUt:i)a 07/31/92 r TE ADDRESS. . . a 6840 SCJ BURNHAM 51 FARCE L a 2S 10,IDES 0010-0 WAD 1VIS.T.ON. . . . t 7.0NINCSa ULOC.K. . . . . . . . . . a LOT. . . . . . . . . ., . . . . CLASS OF WORR. aALT TYPE OF USE. . . oCOM OCCUPANCY CRP. o D2 OCCUPANCY LOAD t I [� Tr'NANT NAME. . . v 3TE CENTRAL 01-1 ICE Revarkso Remodel 2nd f1r rmm, add int partitions, remodel HVAC syslpm. Owners GTE NORTHWEST, INZ 8840 SW BURNHAM TIOART, OR 972 '3 Phone 1!a ( ONTRACTOR NOT ON FILE C-''hone Ma R'l e ,.-t:., apancy of the shove referenced builling is hereby g;ven, and certifies ire r, mFri. ianr_e with he State Of Oregon Specialty Codes fm- ),hp group, per r_y, anv u r d which the referenCsd permit war. i, ,e,uec1. FIRE DEPARTMENT ILMINQ R BUILDI OPFICIA POST IN CONSPICUOUS PLACE f INSPECTION NOTICE City of Tigard Building Departineot 13125 SW Ball Sled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 9-4171 � ii Inspection: 1 — Footing Plbg. Ura-lab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer Framing Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underflk.or '7 Water Line Gyp. Bd. `= -Mech. / Date Requested! �31_12— ___T Lme: _ —PM Address: —_ Permit fa Builders ,23`z ---- TME FOLI.OWING CORRECTIONS ARE REQUIRED* V -- InspectDa`_e: or — �--- APPROVED DISAPPROVED APPRuVED SUBJECT TO ABOVF. Call For Reinep. INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 /��/() Inspection Line (Rec-O-Phone): 639-4175 Business Phoma e• / r� Inerection: L Footing Plbg. dsrel.ab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer (rowing -Bldg. Post/Beam Hoch. Rain Drain nsu atlon -Plumb. Plbq. Underfloor Water Line L.6!jp. Rd. j -Hoch. Date Requested:_ 12 n C/ 2-" Time/: __AM _ }1 Address: Builder: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date:�_�L� r i APPROVRD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. MECHANICAL PIERM I I ✓ CITYOFTIFARDPERMIT #. . . . . MEc� C9 --0136 COMMUNITY DEVELOPMENT DEPARTMENT cj� 13126 SW Hdl 86d P.O.Sm 23M.TOM.OM9W OM(500liN0-4176 DATE ISSUED: 07/09/92 i i- (-41.)DREbz.�. . . SL, V) .*,-'.W BURNHOM Z-3*J PARCEL: 2SIV12DB001�hO !JEafJIVI BION. : . . Z ON T NG- . . . . . . . . . . L.OT. . . . . . . . . . . . . i-OSS Or WORK. . :ALT FL.00R FURN. . . . EVAP COOLERSj rDE OF USE. . . . :COM L J I N I I -r "--A 1'r---R5. . VENT FANS. . . - A ! uPANCY 6RP. . : VEN-i ,, WID APP1_- VENT SYSTEMS: TISR I ES. . . . . . ..2D�1 )ILEP!: /COMPRESSORG HOODS. . . . . . . UL,L TYPES-— 03 AP. . . . . DOMES. INCIN: 3-• I 5 HP. . . . COMML. INCIN; 4X INPUT- STU 15-30 HP. . . . : REPAIR UNITSsl I PE DAMPE=RS"'. . :Y 30--50. HP. . . . : WOODSTOVES. . : .:44S PRESSURE. . . : 50+ HP. . . . CLO DRYEWS. . 140. OF UN T I'S- - --- ---- AIR HANDL.'-NI? UN I TS OTHER UNITS. --URN ( 100K NIU- <= 10000 cfm: l GAS OUTLETS. : FI-JRN ) =100RT(J- 10000 czfm: ,4emat-ks : Remodel 2nd flv- t-ms, add int par-titions, remodel HVAC system. 1wriet... - FEE-S i, TF. NORTHWEST, INC. type amount by date recpt PRMT 4i 25. 00 JH 07/09/92 V,1_CK $ 6. 25 JH 07/09/92 ,5 P C T $ 1 . 25 JH 107/09/92 liono jiRROW MECHANICAL. CONTRACTORS 10,.;,30 SW TUALATIN RD. (10LATIN OR 9706E !-,cine #: 692-1565 eq #. . : 05193 REPUIRED INSPECTIONS -- ---- This persit is issued subject to the regulations contained in the Meells-lif-'Al. Insp Tivard Municipal Cote, State of Ore. Sptciaity Codes and all other Cool inq Unt ITISP .._..._-- applicable laws. All work will be done in accordance with Dl.tt-t lnspeat ion 2VVr0VPd plans. This oerait will expire if wore is not started Final Inspec,tion within 180 days of issuance, or it work is skisDended for vure than 180 days. By - C'A 11 for inspection 639 417` CITY OF TIGARD RF--CFXrlT OF PAYMENT RECEIPT NO. CHECR AMOUNT a 32.. 50 NOME a ARROW MECHANICAL CASH AMOUNT y 0. wo HH)RESS PAYMENT DATE a 07/09/92 SUBDIVISION ',-lR1'-,0SE OF PAYMl:*NT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PkID MF.I]HANICAL r-ll--' IR5. 00 Pl- AN (.',I-IFCK FF 6. 25 "Ll I L p F. D .p I 8840 SW SURNHAM (.a nmnUNT City of Tigard MECHANICAL PERMIT �'lancwRec. # 1312�,5 sw Hall Blvd. APPL !CATION Permit #it1�� PO Box 23397 Tigard, OR 97223 (503) 639-4171 Table 3A Mechanical Coda QTY PRICE AMT Job SC ,-n n,7 1) Permit Fee -�_ -0- -0- 10.00 Address ■« �T — T 2) Supplemental Permit 3.00 Fumace to 100,000 1) incl. ducts&vents 6.00 Furnace 10,0 J771'M q Owner2) incl ducts d vents 7.50 —� 1110or, urnanco 3) incl. vent 6.00 4) or floor m punted hoator I 6.00 Occupant -_ 5) appl4r,(6 permit 3.00 •� FIppa;r o-TFeaang,re ng. 6) cooling,absorption unit 6.00 4o,00 - •�• — —l1ri er or coritp,hen,hump,atr con 7) to 3 HP absorp unit w 100K BTU 6.00 M.&V tar or comp, ent pump,air cond. Contractor _ 8) 3 15 HP absorp unit to 500K BTU 11.00 i er or comp,11oat pump,atr co 9) 15.30 HP absorp unit.5-. mil 9TU 15.00 w ••_ � -'amu Boile, or comp,heat pump,air co W 10) 30-5J HP absorp unit 1-1.75 mil BTU 22.W — re y ac uwIgo ifiat I have rea ffis app tcat,6n,that the Boiler or comp,heal pump,air corki. information given is correct,that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in compliance with State it an in unit 1� G laws,that I art registered with the Construction Contrector's Board, 12) 10,000 CFM -� 4.50 7� that the number given is correct. (If exempt from State registration, it t�)•a",dingunci please give reason below.) 13) 10,000 CTM+ 7.50 Non po,to e 14) Evaporate cooler 4.50 -" �— Vent fan cunnectod 15) to a single duct 3.00 enb axion system not I 16) included o,.-„viianee permit 4.50 I 1,7) nrpchanical exhaust 4.50 Describe wo new -a won alteration rep_.0 Commercialor to ustria - to be done residential O non-residential 18) type incinerator 53.00 Existing use o =trier i p,woodstove,Nater _ hitilding or property ^-- 19) heater,solar,clothes dryers,etc. 4.50 ---- Proposed use of 20) Gas piping one to fou;outlets 2.00 building or property - �_ --- ------ 21) More than 4-per outlet 1 ype of fuel-oil 0 natural gas jRr LPG Q eloctric O —'”-- Minimum Fee$25.00 SUBTOTAL rERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR `- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOI AL AFTER WORK IS COMMENCED TO _. _._--- -. TOTAL 110_.-- - Speclal Conditions — nn,,, itaun 1 by ILDING MI CITYOFTIGrARD PERMIT' #. . . . . . . : RBlJP9'- "r 1 f1.1/ COMMUNFTY DEVELOPMENT DEPARTMENT oM�on 13125 8W Flrn Blvd.P.O.Bay 2XW.T4wd,Orem 9123(501 03MV� i. D A T LT. T S S U E D: 07/07/92 13940 5W i +:NHAM 5T PPRCE�_: c'510�DEQ -0�7.�tGF+ SL11aDIVI�I(1N. . . , ZONING: Yk 1.O C-id. . . . . . — . t �. . . . REIGSUF: F f..1iOP APf. F:3-i -__.__.._..._..__-- EX'1-MOR WALL. C0HSTRUI;TICJN-- C1_AC'i6 OP WORK. .A[-.'[ F I R5-r. , . , :5168 s f N: c" E: W.- TY P E :TYPE 0 F l✓JE•:. . . -L 0 M S;ECOND. f PPOTECT OPENINGS"r -_.__-__.._._. .. iYVE: OP U0'\15T. :5N THIRD. . . . . Sf N: S. E_: Wo OCCUPANLY ORP. :PTO TAL_-.___.--_: 5168 SF ROOF CONST:ra F=IRE REL: I ':' ;Y OCLUPANCY L.OHU:68 BASEMENT. : Sf AREA CEP. WrElla 12]'OR. : 1 FIT. : i r-k r t GAP4lG[-_. . . . s f O(.CLJ GEF. RATED. [ASMT?:N MF_:e.Z :' :N Rr_(,tD SETSACK,;----------- FEQU I FLOOQ LOAD. . . . : 1P5 p s f 1-EFT: ft RGHT: ft FIR PVL:N SMOK DET. . DWELLING UPFI'rra FRNT: ft REAR: ft FIR AL-RM:Y HNDICP ACL: Y BE'DRMS: RATH`): IMP PRO CORR:N P(IRKINGa VALUE:. f: 25000 Rwmatrks : Replace rooftop HVAC, rpmoriel tlt rms. a+dd storage rm. Owner: .- _- .__._ _._._ __.__....._ _...... - ._.._ . .. ._....__._..._ - - - -_ _ -- HF:L13 I.-11 L NORTHWEST, INL. type -'mount by dart a r•ecpt F-P.EhT $ 1 1VI. ' 0 J P 07/07/92 - PL_CK $ 110. 83 JLH 06/ 16/92 :'_26' r) 11 13. 5:? JF 07/01 9�::: -- Lontractor: RLIBERTf30N, HA'',' & WALLACE- 1801 SE GRHND AVE19UE_ VIORTL.AND Uig 97214 tir�np #: fi 358. 06 TOTAL earl #. . . 6,5057 -------- REQUIRF'D INSF E:CTIONS _____._•_ This pereit is issued subject to the regulations contained in the Fr'aminil Ir+sp Tigard Municipal Code, State of Dre. Specialty Crdes and all other I r.s 1.11 at i on I n R p applicable laws. All Mork will be done in accordance with Gyn Nuard lns,1.) approved plans. This pertit will expire it work is Pot startpl 9k_ir p C'e i l n q l n p _ within 188 days of issuance, c- if Mork is suspended for torp F i nil In-ppu t: i nn than 188 days. I r,m i t t e t�.i i w `^• r' I aS�_i@Ci Fv: La11 fore insr,prc_,ti. or - 6, 9--4175 CITYOFTIGARD MY IV BUILDING �CRMIT COMMUNITY DEVELOPMENT DEPARTMENT r-,I_RM I T #. . . . . . . : BUP92-1 18? 13126 SW Hrl Bbd.P.O.Ba 23307,TOM,Or.0on 072133(503)@39-4175 639-4 L 7 1. DATE: ISSUED: - T TE AIiDPFSS. . . . 6641 SW BURNHnM ST PARCEL: 2S 1021313---001O0 dJl3DIVISION. . . . : ZONINGe �tL-1)CK. . . . . . . . . . . L.OT. . . . . . . . . . . . . . E:.15SLI1.: FLOOR (tPEAa— — - -- EXTERIOR WALL CONSTRUCTION— t.,I...EaSS OF WORK. :AL 1 FIRST. . . . :9256 s f N: S: E: 141 YPE OF USE. . . :COM SECOND. . . :£3816 sf PROTECT OPENINGS' ------_____ YPEw OF CONST. :5N THIRD. . . . : s f N: St E: W.- OCCUPANCY tOCCUPANCY GRP, :B2 TO1"AL --- ---: 18072 s f ROOF CONST:A FIRE RE:T?:Y c IC:L:UGANCY LOAD t BASEMENT. : s f AREA SEG. RATED: ;TUR. :r F1T. :a2 ft GARAGE. . . S OCCU SEG. RATED: 0SMT''.N ME Z Z?t N REOD SETBACKS--------- Fi_ UOR LOAD. . . . : 1 psf LEFT. ft RGHTt ft FIR SGKL:N SMOK DET. . :Y DWELLMO, UNITS: FRNTt ft RFARt ft FIR ALRM:Y HNDICP ACCtY }1F_DRMIS: BATHS: IMF' SURFACE: PRO CORRIN PAPK I NG ,.IA _UE. t : 40000 I-temarks : Remodel P-nd flr- rms, add int partitions, remodel HVAC system. Owner: --- -_ ___..____.___..____._. ____ _..._..___ _._.._____—_ ---- FEES (311 NORTHWEST, INC type amol.tnt by date recpt 'RMT t 238. IZIQI JF 07/07/92 PUCK f 154. 70 JLH 06/16/92 '2857c' F I RF $ 95. 20 JL_H 06/16/92 20128157C'. Phone #: 5F-:'C.r $ 11. 90 JF O7/07/9c' :I�NTRACTOR NOT ON FILE Phone #: 499. 8O 101AL REOUI REU I NSPEC:'1 1ON., -----__.-._ This perait is issued subject to the regutation5 contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialt? Codes and all other I n S U l at i an Insp 6opllcable laws. All work will be done in accordance with Gyp Board Insp approved plans. This perait will expire if work is not started S!.tsF) C'ei Ing Inap within 180 daps of issuance, or if work is suspended for enre Final Inspection than 180 daps. _ ._......_.. _._. .____._.. Permittee '= ' nat _t+ , ry� r s s f.,a ri >Ea y : -4175 Ctil l for^ Inspection — h39 C 1 'TY OF T I GARU - RFCE I P T (IF F',AYMENT RFCF I PT NO. a 92-2;F,9274 CHECK AMOUNT a 428. 93 NAME a GTF�. CAGH AMOUNT a 0. 00 (ADDRESS t PAYMENT DATE a 07/07/92 SUBDIVISION i PURPOSE OF POYMENT AMOUNT' Pom PURPOSE OF PAYMENT AMOUNT "AID 1'70. 50 BUILDING PFi-1rlM__ ..--- r23pl. 00 -,1 . BUILD PER 8. 53 ST BUILD PER 11. 90 11:11 1 SW FtiURNHOM AND ) fill_ AMf](_IN1 'i1I1') -) 41=fL 3 CITY OF TIGARD OREGON June 30, 1992 Chris Defferdi.ng HGS, Inc. 19 N.W. Fifth Avenue Portland, OR 97209 Project: GTR Support Center, BUP92-0191 GTE Central Office, BUP92-0182 Pear Hr. Defferdi.ng: The plans for this project were reviewed for conformity with applicable codes, and are approved, Plans for changes to the mechanical or plumbing systems not shown on the submitted plans will require additional review. The plane for changes and additions to the automatic sprinkler system may be submitted for review by the contractor selected to do that work. If the general contractor will be responsible for the plans, please have the firm submit the plans as E-nor as they are available. You may obtain tho building permi.Ls for hither or both of these projects at your conveniem:e. A list of required inspections will be printed on the permit, as is the telephone number to call for inspections. If you have questions, or if we may be of assistance, please contact us. Sincerely, im Ja a Plans miner FAX (5 3)584-7-97 13125 SW Hall Blvd.P.O.Bax 23397,Tigard Ore®on 97223 (503)6,34-4171 13M 5W Hall Dhe PLNCK/RECT #C11T OF TIG"D TOB 972L, PERMIT It %"��C�z CO^.:tilUNATY DEVELOPMENT DEPARTMENT �rd.Om n9 DATE ISSUED — 2E;, 10 2DP, JOB ADDRESS: 8840 5W Burnham TAX MAP/LOT TA& Lot U0 SUB: _ LOT: 102 (Tax) _ LAND USE: lone M-4 -- VALUATION: �? OWNER ( L N AN,' E; GTE Northwest, Inc REISSUE NAM ADDRESS: 1800 41st, 4th Flr. , North Module LAST REISS _ '-- Everett, WA 98203 FLOOD PLAIN/ PHONE: SENSITIVE LAND: — CONTRACTO.Q OV LS StEOUIREO NAME: Yet to be determined PLANNING: Ole- ADDRESS: ENGINEERING: _ FIRE DEPT: PHONE: _ OTHER: CONTR. BOARD #: EXP DATE: ITEMS REOUIREO _SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: M H: BUS TAX: _ — ARCH/ENGINEER o CALCULATIONS: NAME: H.G.E. , Inc. , Engireers & Planners TRUSS DETAILS: ADDRESS: _ 15 NW Fifth Avenue _ OTHER: -- Portland, OR 97209 PHONE: —,, ( 503) 222-1687 PROPOSED BLDG. USE: Telephone Communications Central Office COMMENTS: Remodel 4, LICANT IGNATURE Received By: - - Date Received: _ �.� PLR111T # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUES 10-432 00 Building Permit Fees • 10-431 00 Plumbing Permit Fees _ _ 10-431 01 Mechanical Permit Fees — �U 10-230 01 State Building Tax (5x) Building _ Plumbing _ Mechanical _ 10-433 00 Plans Check Fee I5r4-?0 — Building Plumbing Mechanical 10-230 06 Fire 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 Fees 25-448-03 Office TIF Fees - 25-448-01 Residential Traffic Fees - 25-448-05 Mass Transit TIF Fees 52-449 00 Parke System Dev Charge (PDC) - 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) -- 24-445-01 Water Quality (Fee in lieu of) 24-445-02. Water Quantity (Fee in lieu of) TOTAL wn/_15311' 0111 CITY OF T I GARD -- Rr7C,' I PT OF PAYMENT RECEIPT NO. a 9c".--2 ,11':571 CHECK AMOUNT a 171. 03 NAME : N. G. E. INC: CASH AMOUNT a 13. 00 ADDRESS : 19 NW 5TH AVE PAYMENT DATE a 06/.16/92 SUBDIVISION PORTLAND, OR 97 '09_ F'lJPP0SE OF PAYMENT AMOUNT PAID PURPOSE OF VIPYMEN T AMOUNT kA I D 1 14IN CHFCK FE 1 10. 8 3. TUALATIN VF1l..l_ IV fkl1"40 SW B1.11?NHOM I fl l F1l_ A0101.IN i' 1`01P -? 1 79. rn.:; CITY OF TIGARD -- RECEIPT OF PAYMENT RECEIPT NO. :92-228572, CHErV AMOUNT 2.9 9. 9 0 HOME : H. 13. E. ING CASH AMOUNT 0. 00 AL)DRUSS s 19 NW `5TH AVL' PAYMENT DAT ' a 06/16/9 ' c SURD I VX S I ON PORTLAND, OR 970'09 PLIPPOSE. OF pV4YM[:Nl* AMOUNT PA I D PURPOSE OF PAYMENT AMOUNT PA I D r-,l t-IN rJAFrK 1-1- 154. 70 -i(JAI-C)IIN VALL. CONTRACT DOCUMENTS FOR T AmARD, ARNGON 8840 5UJ 5UR NHAM ROAD CITE Northwest Incorporated JUNE, 1992 PROJECT NO. 4121 GTE wo. no. 5530-1301-1C001AC ENGINEERS & PLANNERS I NW. FIrTH AVENUE /PORTLAND. OREGON /(.403) 27.2-IM7 375 PARK AVENUE / COOS BAY. WOM /(903) 709 1196 C O N T R A C T D O C U M E N T S FOR TIGARD SUPPORT CENTRAL, REMODEL Tigard, Oregon CTE NORTHWEST INCORPORATED JUNE, 1992 PROJECT NO. 4.121 W.Q. NO. 5530-BO1--7COO1AC CHRIS 1) ERDIN R EG O N H.G.E. , Inc. 19 NORTHWEST FIFTH AVENUE OF PORTLAND, OREGON 972.09 ( 503) 222.-1687 ' fax ( 503) 222-2754 TABLE OF CONTENTS Invitation to laid (GTNW/8709) Instruction to Bidders (AIA A701) Supplementary Instruction To Bidders (GTNW/8709) Bid Form (GTNW/8709 .D) Owner-Contractor Agreement (GTNW/L&B-00400) sample General Conditions of the Contract for Construction (AIA Document A201-1976) Supplementary Conditions (GTNW/L&B-8706) Division 1 - General. Requirements Division 2 - Si.tework Division 5 - Metals Division 6 - Carpentry Division 7 - Moisture Protection Division 8 - Doors Division 9 - Finishes Division 15 -• Mechanical 15990 - Balancing rivision 16 - Electrical. 1 The AIA Documents which are a part of these Contract Documents are: Instruction to Bidders (AIA Document A701) Bid Bond (AIA Document A310) Subcontractors List (AIA Document G805) Application and Certificate for Payment (AIA Document G7021, Certificate of Substantial Completion (AI_A. Document G704) Contractor's Affidavit of Payment of Debts and Claims (AIA Document G706) General Conditions of the Contract for Construction (AIA Document A201-1976) AVAILABILITY OF CONTRACT DOCUM)3NTS Plans and Specifications will not be on file in Plan Exchanges . Plans and Specifications may be examined at: H.G.F. , Inc . , 19 NW 5th Avenue, Portland, OR (222-1687) H.G.E . , Inc . , 375 Park Avenue, Portland, OR ( 169-1166) or through arrangements with specific Con :.ractors . Bishop Contractors 5141 SW Beaverton Highway Portland, Oregon 97221 OTKIM Construction Co. PO Box 8459 1631 SW Jefferson Portland, Oregon 97201 Precision Construction 8025 NB K.i.11ingsworth Portland, Oregon 97218 Robertson, Hay & Wallace 1801 SE Grand Avenue Portland, Oregon 97214 GTE NORTHWEST INCORPORATED AN EQUAL OPPORTUNITY EMG'LOYER eINVITATION TO BID TO: Selected General Contractors Fcu ar hereby invited to bi-A on 6 General Contract to provide work including mechanical and electrical work for: _ Remodel of Tigard Suppor CFnter — w.o. no. 5530-BO1-7COO1AC 1 The SCOPE of the work for the above referenced project will include but will not be limited to the following outline: Mechanical RAmodel, partitioning and related electrical BIDDING DOCUMENTS will be available for the purpose of bidding on une 11 1992 and may be obtainers from: xxx From the ARCHI'.nECT: H.G.E. , Inc . 19 Northwest Fifth Ave. Portland, OR 9: 709 From OWFNR'S Office: xxx You will be delivered or mailed the Construction Documents automatically on the above specified date when a show of interest is received by the Architect. A Construction Document Deposit will not be required. All General Contractors shall be required to return: all Documents in good condition within one work week following the Bid Date. Failure to do so may cause you Firm's name to be removed from the Pregi:alifs.ed Status . NUMBER (COMES) OP riOCUMENTS requested for use during the Bidding period shall be held to a maximum number of 3 sets for General Contractors . 8709 .A[Rev 12/87 ] 1 INVITATION TO BID THE TYPE OF BID required for this project will be in the form of xxx LUMP (stipulated) SUM; Cost of the W(-.-k (time and material) plus a. fee with a Guaranteed Maximum Cost. SEALED BI,Dt' in unaltered envelopes will be received for this project as required in the ' Instructions to Bidders ' and will :)e delivered as set forth below: xxxDel_ivered at or before 2 :30 p.m. on June 30, 1992 . To: GTE/BOCC 195-55 SW Kiinaman Aloha, Oregon Postmarked. at or before 12 :00 p.m. midnight on �2o: (name) (address) THE BID OPENING will be public and held at the offices of B.O.C.C. Inquiries may be made 3 working days following the above specified Bid Date as to the Bid results . BID SECURITY 'gill, XXX will not be required to accompany the Bid on this project.. Where required, the form and amcunt will. be as spec:i f.iea in the ' Instruction to Bidders ' . GTE NORTHWEST INCORPORATED reserves the right to waive irregularities and to reject any or all Bids . A "Show of. Interest" shall be received no later than June 12,1992 to be consi_de�,�d for bidding this project . 8709 .A[Rev. 12/67 ] , 1 1 1 STANDARD SUPPLEtiIENTARY INSTRUCTIONS TO BIDDERS 1.0 INSTRUCTIONS TO BIDDERS The Instructions to Bidders AIA Document A7[.,, third edition, May, 1578, 1 Articles 1 through 9 inclusive, shall form pn t of these standard instructions to Bidders, and is incorporated herein as fully as if here setforth. 1.1 Bids shall be submitted in duplicate. 1.2 Delete the last sentence of subparagraph 4.2.1, under Article 4 in its entirety. 1.3 Subm ission Of Bids: 1 1.31 The term "sealed in opaque envelope" in Article 4.3 shall mean a self sealed envelope. Any Bid received in an envelope which has been opened prior to submission and taped shut shall be subject to resubmis:ion or rejection. 1.32 Where the Advertisement for Bids requires the Bid to be "Delivered 1 at or before 2:37 p.m.,,, a grace period of L min. will be allowed for the sake of differences in time pieces. Bids which are received after that time will be held and returned unopened. 1.4 Delete paragraphs 6.1 & 6.2, under Article 6 "Post Bid Information", In their entirety. 1.5 Bonds Required 1.51 Bid Security: The Bidder shall submit with the Bid Security payable to GENERAL TELEPHONE COMPANY OF THE NORTHWEST, INC. in the amount of five percent (5%) of the amount specified in said Bid. 1.52 Performance Bond: Simultaneously with the signing of the contract, the successful 9idder must deliver to the General Telephone Company of the Northwest, Inc. when requested, an executed 1 Bond : the amounL One Hundred Percent (100%) of the contract amount as security for the faithful performance of the contract, protection against liens and the payment of all obligations arising therefrom !n the form as required in subparagraph 7.2.1 above. Cost of the Bond is not to be included in the total amount of the Bid. GTNW will pay this cost directly when requested. r 1.53 Suretv: The surety shall be an stock Y company or nonassessable mutual company from Best's Insurance Guide with Key Ratings (Latest Edition) and Rates A or better under General. Policyholders Ratings and that Rates AA or better under Financial Ratings. ' 1.6 Delete subparagraph 8.1.1 under Article 8 in its entirety. 2.0 PREQUALIFIED STATUS: Failure to bid this project, after the expressed "Show of Interest" to the Invitation to Bid, may result in removal of your firm from this company's Prequalified General Contractors List. 3.0 PERMITS & FEES: Contractor will secure and pay for the building permit. Contractor shall secure and Nay for all other permits, fees, inspections, etc. required by ordinance nr spe-i fied in bid documents. 4.0 SITE INSPECTION: ' Access into existing structures and secured areas during the bidding period will be arranged for by GTNW Land and Buildings Construction Engineer whc may be contacted as noted in the specifications between the hours of b.90 a.m. to 4:30 p.m. week days. 5.0 FORM OF CONTRACT: T'ie form of contract shall be the Ger;eral Telephone Company of the Northwest, Inc. Standard Owner - Contractor Agreement. 1 6709.0 (4-82) 2of2 GTE NORTHWEST INCORPORATED AN EQUAL OPPORTUNITY EMPLOYER BID FORM FOR: Project: Tigard Support Center Remodel w.o. :no. 5530-BO1-7COOLAC Tigard, Oregon BASE BID: The undersigned, having examined the Bid Documents for the above referenced project and having inspected site, shown or described in the drawings and/or specifications, and providing for these and other conditions affecting the work, hereby agree to furnish all materials, equipment and labor and to complete the construction in accordance with the Bid Documents Drawings and Specifications prepared by: H.G.E. , Inc. Engineers 19 NW 5th_Avenue, Portland, OR 97209 Basic Bid: TOTAL B I D Dollars ( $-- -----) Alternate Bid: 1) Add for the replacement of water heater, Add $ _ tTIME OF COMPLETIQW w.o. no. 5530-BO1-7COO1AC The undersigned has carefully consid,jred all factors affecting progress and completion of the propo;jed construction and hereby agrees, if awarded the contract, to SUBSTANTIALLY COMPLETE this project by August 27, 1992 and to bring this project to a FINAL COMPLETION in 14 additional calendar days from the notice to proceed and furthermore, will enter into a contract as provided under the Instruction to Bidders and Standard Form cf Agreement. CONTRACT DOCUMENTS: The above bid includes all work indicated on the drawings referenced above, numbered 1, 2,3, M-1, M-2, E-1, E-2 and Specifications, all dated June, 1992 . ' ADDENDUM This Proposal includes all work indicated and specified in the following addenda which were received during the time of Bidding: No. Dated;_ No. Dated; No. Dated; _ GTE NORTHWEST INCORPORATED -- OPTION It is understood and agreed :hat in receiving the Bid, GTE Northwest Incorporated assumes nu obligation to enter into a ' Contract for the work, and that GTE Northwest Incorporated may, at its option, reject any and all Proposals. 1 SCHEDULE OF VALUES: An itemized Schedule of Values shall be included with bid. Values shall be itemized into major divisions of Contract Documents. ' Provide total demolition costs for the project. SUBCONTRACTOR LIST Inc?ude in Bid, a list of major subcontractors to be used on the project. DISTRIBUTION OF FUNDS The undersigned further agrees, if awarded the Proposal, to participate with GTE Northwest Incorporated personnel in segregating the Base and Alternate Bids into various accounting categories as required by the Federal Communications Commission within ( 10) working days from the Notice of Award. BONDa (a Bid Bond and Performance Bond will. not be REQUIRED) . Surety to be used Executed at _ on 19 City State �� 1 w.o. no. 5530-BO1-7COOIAC BID ACCEPTANCE PERIODS It is finally understood and agreed that all. above facts of this Bid ere held and remain valid until July 21, 1992 BIDDER• Legal Name State where Incorporated City State Zip Code SUBMITTED BY: Typed Name of Signature Legally Binding Signature Title .Date Telephone No. r w t . 604139 - 4/82 L & 8 00400 WASHINGTON, IDAHO MONTANA AND OREGON OWNED. CO. p / VT ,ACTOR STANDARD AGREEMENT ' ITIS AGREED this day of 19_, between GENERAL TELEPHONE COMPANY OF THE NORTHWEST, INC., hereinafter called "Owner", 1 and (Name) (Address) hereinafter called "Contractor", that: ARTICLE 1: THE CONTRACT DOCUMENTS 1.1 The Contract Documents consist of this Agreement of six (6) pages; AIA Document A201 "General Conditions of the Contract for Construction" (1976) "General Telephone Company of the Nurthwest, Inc. Supplementary Conditions" (8720 5/82). Project Manual, specifications and pages of which are enumerated in the Table of Contents; the Drawings numbered and Addenda numbers _ Issued prior to execution of this Agreement and all modifications Issued rubse ue q nt the-e to. 1.2 Terms used in this Agreement are defined in the General and Supplementary Conditions of the Contract and shall have,,- the meanings designated. 1.3 Where conflicts arise between the Documents and this Agreement, the Agreement shall govern. ARTICLE 2: THE WORK 2.1 The Contractor shall supply all materials, labor, equipment and aaplIances as tset forth in the Contract Documents or as necessary to accomplish the required Work of this Project. 1 t . 2.2 'rhe Contr actor sha I1 perform this Work for the Project entitled: W.O.# alr:.ated at ' 2.3 The Cant .actor sh cei,ply w;L. all laws, ordinances, codes, rules and regulations of the State, County, Municipal and all other governing bodies having jurisdiction, applying to the Work being done under this Contract and shall carry all cc,mpensation insurance; pay all Social Security taxes covering all persons employed; and shall carry public liabilityand property damage Insurance, as determined necessary by the Owner in the attached Supr 'nentary Conditions. An appropriate "Certificate of Insurance" evidencing the required insurance coverages shall be filed by Contractor with Owner. Contractor shall pay for all labor used in ® the performance of the Contract at not less than the rates prevailing in the same ■� e area for the respective kinds of work performed. ARTICLE 3: ARCHITECT/GTNW CONSTR UCTION PROJECT CO-ORDINATOR 3.1 The Architect for the Project is: Name: Phone: Address: 3.2 The GTNW Construction Project Co-Ordinator for the project is: Name:_ Phone: -------_ Address: ARTICLE 4: TIME OF COMMENCEhI_�NT, .D COMPLETION 4.1 Performance under this Contract shall commence within fiv- k5) days after the execution of this Agreement by both parties to the Contract, and shall be substantially completed by the day of 4.2 From the Contract sum, as stipulated in Art?,-le 5.1 of this Agreement g Bement Co be paid hereunder, the Owner is hereby given the right to withhold or obtain the amount of —' — Dollars 1 ($_ ) for each day after the above stated date of substantial completion, including Saturdays, Sundays and Holidays. This amount is heresy agreed upon as - the proper measure cf liquidated damages.. that the Owner will sustainer diem b P y the failure of Contractor to substantially complete the work. This amount is not to be construed as a penalty, but 13 deemed a reasonable amount agreed upon by the Owner and Contractor to compensate the Owner for financial loss due to delay caused by Contractor and for the inconvenience to the Owner in not being able to occupy the structure. ARTICLE 5: CONTRACT SUM 5.1 The Owner shall pay the Contractor for the performance of the Work, subject to additions and deductions by Change Order as provided in the conditions of the Contract, the Contract Qum of M Dol?ars ($ ) as a lump sum amount. 5.2 The Owner may, by written Change Order issued to Contactor, make changes In the construction required by the Contract. All provisions of the Contract shall apply to such changes, with the same effect as if they were originally embodied therein. t5.3 If the above mentioned changes result in additional cost to `he Contractor said additional cost plus fifteen percent (159'0) overhead and profit shall be added to the contract sum. If such changes result In decreased cost to Contractor, the actual savings shall be deducted from the Contract sum. ARTICLE 6: PROGRESS PAYMENTS ' 6.1 Based upon "Application and Certificate for Payment" AIA Document G702 and r702A/G703 submitted to the Owner by the Contractor and as approved by the OCA-3 e _ eArchitect, the Owner shall make payments progress a g p y on account of the Contract eSum to the contractor as provided in the conditions of the Contract and as follows: \ a. On or about the tenth (10th) day of each month, ninety-five percent (95%) of ethe proportion of the Contract Sum shall be paid to the Contractor which is properly allocable to labor, materials and equipment incorporated in the Work and to materials and equipment suitably stored at the sitsr (ar of, site as agreed upon in writing by both parties) up to ten (10) days prior to the date on which the Application for Payment is submitted, less the aggregate of eprevious payments in each case. b. Upon Substantial Completion of the entire Work, a sum sufficient to increase ethe total payments to ninety-five percent (95%) of the Contract Sumh s all be emade to the contractor, less such retainage as allowed for all incomplete work and unsettled claims. 6.2 The Owner reserves the right to hold payment on any or all invoices under investigation due to error, lack of information or support by the contractor, until esaid investigation is resolved. eARTICLE 7: FINAL PAYMENT 7.1 Final payment, constituting the entire, unpaid balance of the Contract Surn, eshall be paid by the Owner to the Contractor only after AIA Document G704 "Certificate of Substantial Completion" and associated Punch List (if applicable, fully satisfied), AIA Document G706 "Contractor's Affidavit of Payment of Debts eand Claims", AIA Document G706A "Contractor's Affidavit of Release of Liens" (if applicable) and AIA Document G707 "Consent of Surety to Final Payment" (if applicable) have been fully executed and filed with the Owner. ARTICLE 8: MISCELLANEOUS PROVISIONS e8.1 The Contractor, unless notified to the contrary, shall at the time of execution and delivery of this Agreement, furnish, at the Owner's n%vn cost, a fully e e 1 1 executed AIA Document A311 "Performance Bond and Labor and Material 1 Payment ecnd" in the amount of one hundred percentum (10090) of the Contract Sum, with Surety thereon acceptable to Owner, to insure faithful Performance of 1 the Contract, protection against liens and the payment of all obligations arising therefrom. 8.2 Contractor agrees fully to indemnify and save Owner harmless from and 1 against all claims or actions, and all expenses incidental to the defense of any such claims or actions, including reasonable attorney fees and costs incurred, alleged to 1 be based upon or arisi:ig out of damage or injury (including death) to persons or property caused by or sustained in connection with the performance of the Contract or by conditions created thereby, and among other thinif r things, requested by Owner, to assume, without expense to Owner, the defense of any such claims or actions. 1 8.3 Contractor agrees not to assign the Contract or sublet it as a whole without the written consent of Cwner, nor will Contractor assign any monies due or to 1 become due, hereunder, without the previous written consent of Owner. 8.4 The Contractor warrants that this project shall be free from defects resulting 1 from faulty workmanship and/or materials for a period of one year after the date ' of the AIA Document G706 "Contractor's Affidavit of Payment of Debts and Claims." 1 8.5 The Equal Employment Opportunity Clause in Section 202, Paragraphs 1 tf.rough 7, of Executive Order 11246, as amended, relative to Equal Employment Opportunity and the Implementing Rules and Regulations of the Gfl;ice of Federal Contract Compliance, are incorporated herein by specific reference. 1 OCA-5 i ! ! ! This Agreement executed the day and year first written above. ! UwNER — *CONTRACTOp, ! TITLE TITLE * NOTE signature must be b y havingthe above terms. F ilureson to provide legallytbindito legally ry �. firm to result 1 in retraction of chis Agreement ng signatuew 1 1 . i ! 0 . i 1 i GENERAL TELEPHONE COMPANY OF THE NORTHWEST, INC. SUPPLF_,IvIENTARY CONDITIONS SUPPLEMENTS The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction, A?A Document A201-1976, Thirteenth Edition". Where any Article of the General Conditions is modif;ed or any Paragraph, Sub ora ra h P 9 P , oe Clause thereof is modified or deletsd by these supplements, the unaltered provisions of thvt Article, Paragraph, Subparagraph, or Clause shall rernain in effect. 1.2 EXECUTION, CORRELATION, INTENT AND INTERPRETATIONS Delete entire subparagraph 1.2.1 and replace with the following new s ubF,ragraph: 1.2.1 Where required by the Owner, the Contract Documents shall be signed in not less than duplicate by the Owner and the Contractor. 1.3 OWNERSHIP AND LISE OF DOCUMENTS 1.3.1 Delete reference to the ph, • " "is property" at the end of tst sentece and replace with the phrase "the Owner's property." Delete the tecm 'Architect"in the third sen ton,.e a,pd replace with the term "Owner". ARTICLE 3: OWNER 3.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER Delete subparagraphs 3.2.1 in entirety. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 Add roe following sentence to this subparagraph: The form of Application for Payment shall, be AIA Document G702, "Application and Certification for Payment", supported by ,AIA Dorurnient G702A/703, "Continuation S:ieet". ARTICLE II: INSURANCE ' 11..1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 Insert after the word "maintain" in the first line of thi!; subpar3gra;,rn the following phrase: 8720.0 (5/82) it, in a com Pony ". or companies ►icensed to do business 'roject is located in the state in which the Add the following new subparagrap► . 11.1.1.7 Liability Insurance shall include all major divisions of coverage and be on a comprehensive basis including: 1- Premises Operat.z;,-s (including X-CAJ as applicable) 2• Independent Contractors Protective 3. Products and Completed Operations 4. Personal Injury Liability with Employment Exclusion deleted 5. ' Cont:actual-including specified provision for contractors obligation 6. Owner, non-owned and hired mato:- vehicles 7. Brand Form Property Damage inc,uding Completed Operation 8- Umbrella Excess Liability 11.1.2 Add the following statement: "The insurance not :ess than the followin requir d shall be written far g,�,. I. WORKERS' COMPENSATION: (2.) State Statutory (b) Applicable Federal (e.g., Longshoremen's) (c) Employer's Liability $100,000 Statutory 2. COMPREHENSIVE GENERAL LIABILITY (in-,luding Premises Operations) Independent Contractor's Protective; Products and Completed Operations: Broad Form Property Damage;: (a) Bodily Injury: $500,000 Each Occurence $1,000,000 Aggregate (b) Property Damage: $500,000 Each Occurence $1,000,000 Aggregate (c) Products and Completed Operations to be maintained for one year after final payment. (d) Property Damage Liability Insurance shall provide X, C or U coverage as apr-licable. 3. CONTRACTUAL LIABILITY: (a) Bodily Injury: $500,000 Each Occurence (b) Property Damage: $1,000,000 Each Occurence 4. PERSONAL INJURY, WITH EMPLOYMENT EXCLUSION DELETED: $1,0Q0,000 Aggregate 5. COMPREHENSIVE. AUTOMC;BILE LIABILITY: (a) Bodily Injury: $500,000 Each Person 1 8720.0 8L $1,000,1-00 (b) Property Damage: Each Accident $1,000,000 Each NOTE: Where the State in which this project is being performed rhas ea no-fault automobile insurance requirement, the Contractor shall make certain that coverage is provided wh"ch conforms to any spocific stipu- laticn in the law. 6. AIRCRAFT LIABILITY (owned and non-owned) when applicable: Contractor shall propose limits for the Owners approval. 7. WATERCRAFT LIABILITY (owned and non-owned) when applicable: Contractor shall propose limits for the Owners approval. 11.3.4 Oelele entire subparagraph 11.3.4 and replace with the following new subparagraph: 11.3.4 Evidence of insurance by owner will be provided the contractor upon request. ,ARTICLE 15: EQUAL OPPOR, ,JNITY 15.1 POLICIES OF EMPLOYMENT The Contractor shall mai-Itainolici . p es of employment as tallows: 15.1.1 The Contractor and all Subcontractors shall not discriminate against an employee cc applicant for employment because of race, religion, cola,, sex or national origin. The Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment with cut regard to their race, religion, color, sex or national origin. Such action shall Include, but not be Ilrn!Ld t-) the following: employment, upgrading, demotion or transfer: recruitment or recruitment advertising; layoff or termination; rates of pay or other forrtis of compensation; and selection for training, including ap- prenticeship. The Contractor agrees to post in conspicuous places, available to employees and a;plicants for employment, notices setting forth the policies of nondiscrimination. 15.1.2 The Contractor and all Suhcontractors shall, In all solicitations or advertisements for employees placed by them or on theirbehalf, state that all qualified applicants will receive consideration for employment without regard to race, rel,-ion, color, sex or national origin. r 8720.0 ;5/82) GENERAL TELEPHONE COMPANY OF 7 H NORTHWES i INC. CONTRACTORS LIA8ILITY INSURANCE ' REQUIREMENTS Liability Insurance shall include all major divisions of coverage and be comprehensive basis including: 1, on a Premises Operations (including X-C/U as 2• Independe,-ir, Contractors Protective applicable) 3. Products and Completed Operations 4. Personal Injury Liability with Employment Exclusio,-+ deleted. 5• Cont:actual-includin obligation. g specified provision for Contractor's 6 Owner, non-71wned and hired motor vehicles. Broad Form Property Damage including Completed Operations. 8. UmbreLla Excess Liability The Insurance required shall be written for not less than the following, or greater if ' 1• WORKER s' COMPENSATION: (a) ZtaLe (b) APPlicabta Federal (e.g., Longshoremen's): Statutory (c) Em lover Liability Statutory 2. COMPREHENSIVE GENF_RgLLIA6I`ITY (including Premises 0$100,000.00 Independent Contractors' Protective; Products and Completed Operations; e Aerations) 9road Form property Damage: Bodily Injury: $ 00,000.00 41,000,000.00 Each Occurrence; (b) Property Damage: Aggrecate $50G,000.00 $1,000,000.00 Each Occurrence (c) Products and Completed Operations to be maintai te ed forggreggone year after final payment. (d) Ptoperty Damage Liability Insurance shall provide X, C or U 3. CONTRACTUAL LcoveraIapplicable. (a) FSodily Injury: ' $500,000.00 (b) Property Damage: Each Occurrence $1,000,000.00 4. PERSONAL INJURY, WITH EMPLOYMENT EXCLUSION p Each Occurrence $1,000,000.00 ELETEQ: 5. COMPREHENSIVE AUTOMOBILE LIABILITY: Aggregate (a) Bodily Injury: $500,000.00 $1,000,000.00 Each Person (b) Property Damage: Each Accident $1,000,000.00 NOTE: Where the State in which this project Is beingEach Ocrurrence nofault automobile Insurance re performed leas a certain that Covera a Is requirement, the Contractor shall make stipulation in the g Provided which conforms to an; specific 6. AIRCRAFT LIAF3ILITY law. (owned and non-owned) when applicable: ' Contractor shall propose limits for the Owner's approval. 7. WATERCRAFT LIAOILITY (owned and non-owned) when applicable: Contractor shall propose limits for the Owner's approval. t8701.E (12/82) Division 1 General Requirements Project 44121 DIVISION 1 - GENERAL REQUIREMENTS IA. GENERAL Ci . Organization. a. The specifications Ara abbreviated of "streamline" type e and frequently include incomplete sentences. The omission of words or phrases such as but not limited to: "the Contractor shall" , "in conformity with" , "shall" , "shall be" , "as noted", "according to the plans", 'a", "an" , "the" , and "all" are intentional. Omitted words or Phrases shall be supplied by inference, in the same manner as they are in notes on the drawings . Titles and 1 headings are a part of the specification, the same as the next of the article or paragraph. ' b. Divisions in these specifications conform generally to customary trade practice and are intended for convenience, only. The Architect is not bound to define the limits of any subcontract and will. not enter into disputes between the Contractor and his employees, INCLUDING SUBCONTRACTORS. 02 . Definition. a. "Provide" : "furnish and install", or "furnish 1Fbor and materials required for installation, ready for use and under the terms of the Contract Documents. " b. "As shown" , "as indicated", "as detailed", "as noted", or words of similar reports; refer to Contract Documents. C. "Selected" : "as selected iv the Architect" . d. "Approved" : equal quality and performance to that , specified and approved by the Architect" . e. "For approval" : "for the Architect's approval . " 1B. SUMMARY OF THE WORK 01. The general scope of the work includes the mechanical remodel, office work and related electrical. Page 1 Division 1 General Requirements Project 84121 02 . Alternate Bids . a. Add to the basic bid to replace the existing water heater. 1 03 . Fire Alarm and Suppression System. As part of Basic Bid, „ontractor shall pay any costs associated with Automatic Sprinkler System. a. Any work on fire alarm system shall be by 3D Fire Protection Systems, Portland, Oregon, (503) 221-0299, (Dave But%) . 1C. SPECIAL R� EQUIREMENTS 01. Site Examination. Refer to General Conditions, Article 1, Subparagraph 1 .2 .2 . 02 . Change Orders . Note that General Conditions refer to profit and overhead markups . They shall refer to subcontractors and general contractors. Maximum markup allowed for eacl trade is 13%. ' 03. LLyout. a. Layout work and certify locations and elevations. Conform to drawings and furnish record drawings shown deviations from Contract Documents in dimensions and!or elevations . Record drawings shall be submitted on a clean set of drawings. do not scale the plans. Contractor to field verify all dimensions. 04 . Scheduling. a. Within five (5) days of signing the Contract, the Contractor shall submit to the Architect for approval a construction schedule in accordance with Article 4 . 10 of the General Conditions. (Schedule shall include equipment delivery dates . ) (01) Schedule shall be in the form of a horizontal bar chart. Schedule shall include noting of a critical path of dates and activities required to complete the project on or before the date of substantial completion. (02) Scheduling of materials and work on site is critical for the progress, of the project. Page 2 Division 1 General Requirements Project #4121 b. M.O.P. Mop's Methods of Procedure shall he included for wor?. as noted below. (01) Disconnection of HVAC units . (02) MOP shall be completed on a form as provided by GTE. It shall abe submitted to the GTE supervisor with dates and times when the work shall be accomplished. Completed form must be signed and forwarded to GTE, Everett prior to beginning work (a fLxed copy of the original is acceptable) . C. Signing of Contract is dAemed evidence the construction time set forth in the bid form is a realistic and reasonable time required fur completion of this work. td. Extensions of time and extra payments will not be authorized for overtime work or premium price purchases necessary to complete work within scheduled time. e. Pre-Bid Conference. See invitation to bid. f. Pre-Construction Conference. Schedule immediately following date of signed contract. (01) Minimum Attendance. GTNW rep_esentatives, Architect, Contractor, major sub-contractors, job superintendent. (02) Items requiring contractor'e response will be announced prior to the meeting. g. Schedule of values . SE�e Article 9 . 2 . 1. of General Conditions . (01) Submit with hid form at the time of bid. (02) Itemize separate line .item costs for each of the following general most items, field supervision anel layout, temporary facilities and controls, demolition for all trades. h. Progress Reports. Report on daily progress of the work using Contractor's Daily Progress Report enclosed 4t end of this division. Completely fill out including inspector's present, visitors to site, field or change orders received. Submit reports to Architect for distribution weekly. ' Page 3 iDivision 1 Genera) Requirements Project #4121 1 i. Progress Meetings. P,-ogress meetings will be held regularly during construction at the site to answer questions and review progress of the work. Meet'-ng time will be determined during construction. 05. Superintendent. The superintendent in this paragraph is defined to mean a full-time super:i.nterident who is expec- ad to be at the Ju,, Rite for the full day and throughout the entire work week, wtose sole responsibility is to construct, 1 coordinate and expedite this single project, only, during the full construction period 1 06 . Working Area. a. Cooperate with the Owner in coordination and allotment of storage and working areas . b. Confine al- construction operations .including parking of vehicles and storage of materials and equipment to the Owner's property , Arrangements for use of any rr.quired property outside this area is the responsibility of the Contractor. 07 . Material Safety Data Sheets. a. Prior to beginning work, contractor to provide to owner material safety data sheets (M.S .D.S. ) for all required materials to be brought onto site. b. Contractor shall have M.S.D. sheets on site at all times during construction. 08. Cleaning Up. Upon completion of any portion of the work, promptly remove temporary facilities generated by that portion of the work, including surplus materials used in protecting portions of building, equipment and machinery, if so directed by the Architect or the Owner. Upon completion of the work, completely remove remaining temporary facilities . 1 1D. _TEMPORARY FACILITIES 01. Job Office. Contractor's Option. If Contractor Elects to provide a job office, placement shall he made to minimize impact during Construction. 02 . Barricades . ' Page 4 1 Division 1 General Requirements Project #4121 a. Erect barricades as necessary to control accQss to the construction site by unauthorized persons and as required to prevent injury to persons or damage to property. Construction to conform to UBC, ASHA, and the requirements of other regulatory agencies having jurisdiction. b. Neatly assemble and firmly brace. C. Maintain as required during construction period. d. Remove prior to final acceptance and patch and repair surfaces damage by erection of barricades to original condition. 03. Toilets . Contractor to maintain use of at least one toilet facility during tha entire duration of the project to be used by the Owner's and Contractor's personnel. a. Toilet to be equipped with a temporary lock to enable locking during use. Toilet will be used by both sexes. 04 . Temporary Utilities . a. Temporary Power and Light. Use existing convenience outlets in the building. Coordinate use with Owner. Contractor to provide any spocia], electrical service required by himself or subcontractor. b. Temporary Water. Connect to existing hose connections at building. C. Telephone. Contractor may use Owner's telephone. Any long distance calls to be charged to a credit card. O5 . Temporary GTE Personnel Office. ea. Provide a temporary modular office for GTEerson p nel during the entire construction sequence. Size shall be 121 wide by 60' long. (01) Modular office has been reserved from Modulaire Mobile Offices, 5330 NE Skyport Way, Portland, Oregon 97218, 284-9040 (Lauri Meyer) . A deposit has been paid by the Owner. Do not include dbposit amount in bid. Page 5 1 SDivision 1 General Requirements Project #4.121. Contractor to coordinate delivery, set up and remcval of office. Modular Office to come complete with stairs, air conditioning, Lights and receptacles . tb. Locate on site as indicated on plan. Secure to site to provide a safe, clean space during construction. C . Modular building does not require restroom facilities. See 03 above. d. Upon completion of remodel, remove modular building and patch existing pavement to match existing. e. See electrical for power requirements . f Moving of Owner's desks, etc. shall be coordinated and accomplished by the Owner. Various equipment, such as meter reading equipment, vending machines, shall remain in building during construction. 1E__ SPE. AL _CONTROLS 01. Excessive Noise. ' a. All equipment shall have muffling devices in good working order at all Mmes. Equipment not so equipped will be .removed from site. b. Obey local ordinances regarding beginning and termination of regular work days . Cooperate with Owner in discontinuance of certain operations during critical periods . Keep Owner advised in advance of operations which will cause excessive noise. 02 . Work After Normal Operating Hours . a. Obey local ordinances regarding beginning and termination of regular work hours . Some tasks may be accomplished after normal hours. b. Contractor shall pay all additional labor costs at no additional cost to Owner. 03. Rubbish and Debris . Page 6 r rDivision 1 General Requirements Project #4121 a. Dispose of accumulations of rubbish and debris in satisfactory manner. rn. Handle debris in accordance with rules and regulations of the local regulatory agencies. 04 . Dust control. During the entire period of const--action, the Contractor shall exercise all reasonable and ne:%ssary means to abate dust from the Owner's property (ext9rior and 1 interior) . Provide covers for owner's equipment to remain. 05 . Moisture Infiltration. Protect building and interior finishes from water damage during construction. 06 . Postoratioa of Existing Improve^+ents. Excerpt as showa on the plans or as provided elsewhere iii these specif _cations, the Contractor. shall, at his expense, repair or replace curbs, sidewalks, driveways, utilities, street surfaces, interior finishes and any and all structure: and substructures damaged by his operations. These repairs rind replacements shall be similar and equal in every respect to those now in place and acceptable to the Architect and shall match the existing adjacent construction in thickness and finish. 1F. �JBMITTALS (SHOP DRAWINGS 01 . Provide information submittals where required in each division. Submit to the Architect with at least four cipiec ( five copies when approval by electrical, mechanical or rstructural is required) . 02 . Submittals shall be reviewed and approved or modified by General Contractor prior to forwarding to Architect. 03 . Submittals to have as a inir.imiun: a. Project Nam:., Suppliers Name and phone number. b. Connection details to other trades . C . Note items shown that are not supplied with submitted item. r d. Nuinbk�.r required and referenced to Contract Document details . e. Note items, information required by consultant (colors, etc. ) . ' Page 7 1 Division 1 General Requirements Project #4121 04. Architect will. not utamp submittals, in lieu., will attach a transmittal with concerns, corrections, et.--. 05 . Submittals not specifically required, but submitted will be reviewed with comments as if r=qui.red. 06 . Where critical; Contractor shall note delivery dates required and dates as to the return of submittals when this is critical I to the schedule of the project. G. PROJECT CLOSEOUT 01. General. Prior to final payment, certificates and other designated items required by the Contract Documents shall be e� submitted to the Owner through the Architect. 02 . Form. All required documents except record draw= ngs shall be submitted in three copies . 03 . Required Closeout SuLmittals. a. Certificate of Substantial Completion" AIA Document G704 . b. "Contractor's Affidavit of Payment of Debts and Claims" AIT, Document G706 . C. "Release of l.tens" (if project is liened) . G706A. d. Consent of Surety to Final Payment AIA Document G707 . 04 . Project Record Documents as described in Section 1C. 02 .a. 05 . Operation and Maintenance literature of all materials, mechanical and electrical equipmE:nt furnished under this Contract (including complete nomenclature of all replaceable parts, their part number and name) . Provide three (3) complete manuals in hard cover 3-ri.ng binders with permanent printed t itle of project and work order number on cover. Each manual shall be divided into the following sections by dividers with t7Newritten labels: 1. Table of Contents. Page 8 Division 1 General Requirements Pro jec,: #4121 2 . List of Architect and Engineering Consultants. a. Firm Name b. Contact. ', erson C . Firm Address d. Telephone Number 3 . General Contractor and Subcontractors' List a. Division of Work Performed b. Firm Name C. Contact Person d. Firm Address e. Telephone Number 4 . GuaLantees, Warranties and Bonds a. Letter From General Contractor stating the one year guarantee .for their work and the starting date of the guarantee period b. Letter of guarantee and warranties from the applicable subcontractors and manufacturers C. Applicable Bonds 5. Color SrIections for the Building Materials a. List of Building Materials l). Material Manufacturer Co'or number and color name if applicable 6 . General Construction a. Door and Finish Hardware b. Building materials and special equipment requiring maintenance and replacement parts C. Rooting maintenance 7 . Mechanical Items a. plumbing b. HVAC System C. Controls d. Special equipment of devices requiring maintenance or replacement parts Page 9 i Division 1 General Requirements ' Project X4121 8. Electrical .Items a. Panels b. Light Fixtures C. Special equipment or devices requiring maintenance or replacement parts 9 . Generator, Transfer Switch, Day Tank 10. Diesel Tank, plumbing and monitoring system 06 . Guarantees, Warranties and Bonds as specified in "Part 1" of ' the respective specification section shall be included in the Operation and Maintenance Manuals. 07 . Deliver evidence of compliance with requirements of governing authorities: a. Certificates of Inspection fog : ' (01) Mechanical (02) Electrical h. Certificate of Occupancy 1G. GUARANTEES 01. Guarantee materials and workmanship for a period of one year from the date of issuance of contractor's affidavit of payment of debts and claims AIA G706, or for such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents . 02 . Written guarantees to be as called for above. The general format of the guarantee shall be as follows: Address to the Owner: GTE NORTHWEST, INCORPORATED PO BOX 1003 GENERAL OFF--CE, 4-LB EVERETT, WASHINGTON 98206 (I) , (We) , (insert names of Subcontractor and General Contractor) , guarantee all workmanship and materials provided at the above project for a period of one year from the date of 1 issuance of contractor's Affidavit of Payment of debts and claims . ' Page 10 e CWMCMR.Is DAILY �t � e1. Contrac-tor: 2. Pr--jE='= Title: Location: GTNW W.O. 3. Contract Date Contract Time Elapsed Time Time E%-'-ensicn Days _ fileted Contractual Date of Substantial Completion Contractual Date of Final. C=pletion ScCTION�_SUB�I7NTPACIbR MFd 1 L=. � I I I 1 I I --- ._L 4. Weather Conditions: Rain Snow Ice WindSun _ Other eTemPeratures: / 5. On Site Inspections / Observations: Arc1 i - GTNW Erxgr - Test Lab eBuilding Official - Consultant _______.__ Oth, 6; Have required submittals for all the job been apAmved equipment / materials delivered to by the Contractor and reviewed by the Architect? YES_; NO . If NO, list e_tceptions: e • 7. Are on site Constru(,'tien Drawings / Specs up to date. y N 8. General Ccrunents: Prepared by: Dateu ,c Reviewed by: — — Report GTNiJ Form (8016.A(6/87) i Division 5 Metals Project #4121 1 DIVISION 5 - METALS 5A. GENERAL 01 . The General Conditions, the Supplementary Conditions and applicable portions of Division 1 of these specifications are a part of this division. 02 . Published specifications, tests or recommended methods of trade, industry or governmental organizations apply to work or this Division where sited by abbreviations noted below. a. American Society of Testing and Materials (ASTM) . ' b. American Welding Society's 'Code for Welding in Building Construction' (AWS) . C. Uniform Building Codi: (UBC) . 5B. MISCELLANEOUS METAL ' 01 . Quality Assurance - Welder's Qualifications. Welders shall be qualified in accordance with AWS requirements. ' 02 . Submittals. Structural steel; decking, trusses. 03. Basic Materials and Accessories . a. Ferrous Metals. (01) Structural Steel Shapes. ASTM A36-77 and ASTM A- 776 conforming to AISC specifications . (02) Architectural and miscellaneous steel items. ASTM A283-70ae. (03) Steel Tubin. ASTM A501-76 . ' b. Fastenings . Supply all angles, bolts, plates, lags, anchora and other items to support properly and secure all items furnished in this section. (01) Typical Unfinished Bolts, Nuts and Washers. Low carbon steel standard fasteners, externally and internally threaded, ASTM A307-78. ' Page 1 r rDivision 5 Metals Project #4121 r (02) Expansion Bolts. Phillips 'Red. Head Snap-Off Anchors` . 04. Fabricated Products. a. Preparation. (01) Coordinate with other work supporting or adjoining ' miscellaneous metal and verify requirements for cutting out, fitting and attaching. (U2) Verify sizes, designs and locations of items. Do rso at site whenever construction progress permits. b. General Requirements. r (01) Fabricate items from materials noted and make true to profiles shown. (02) Miter corners and angles of frames and moldings unless otherwise noted. ' (03) Perform cutting, shearing, drilling, punching, threading, tapping as required for items or adjacent work. r (04) Drill or punch holes; do not use cutting torch. (05) Ensure shearing and punching leaves true liens and surfaces. (06) Items noted to be galvanized. Fabricate in accordance with recommended practices of ASTM A385- 62 (1968) and A286-67 unless specifically noted otherwise. ' (07) Fabricate galvanized items for assembly and installation on site without field-welding cf joints . r (08) Ensure metal thickness and assembly details provide ,Anple strength and stiffness. rC. Fastening. (01) Provide fasteners and anchor assemblies required r for complete fabrication, field assembly and erection. r Page 2 r 1 1 Division 5 Metals 1Project #4121 (02) Conceal fasteners wherever practicable. 1 (03) Size internally threaded diameters to accommodate galvanized threaded bolts where galvanizing is required. 1 (04) Exterior items . Provide for bolted field joints. d. Welding. (01) No welding allowed inside building. When welding outside building, obtain GTE welding permit. ' (02) Use electric shielded-ars; process according to AWS Code. 1 (03) Maintain shape and profile of item welded. (04) Prevent heat blisters, run-throughe and surface 1 distortions. (05, Expospd Welds. Remove burrs, flux, welding oxide, air spore and discoloration; grind smooth, polish or otherwise finish to match material welded. 1 05. Finishes. a. Preparation of surfaces. 1 (01) Thoroughly clean mils scale, rust, di,:t, grease and other foreign matter from ferrous metal prior to galvanizing, hot phosphate treatment or painting. ' (02) Completely eliminate burrs, rough spots and pitting from normally exposed ferrous metal itemr3 . 1 b. Galvanizing. (01) Required only for items where noted on drawings. A (02) Galvanize items after fabrication in largest sections practicable unless otherwise permitted or ' recommended by ASTM A384-59 ( 1965) . (03) Where galvanizing is removed by welding or other assembly procedure, touch up abraded areas with 1 molten zinc or zinc-rich paint. 1 Page 3 1 DiviLiion 5 Matals ' Project #4121 (04) Where Ferrous metal item is to be galvanized, perform galvanizing in accordance with the following standards as applicable to item. (a) hardware items including fasteners. ASTM ' A153--73. (b) Items both under 1/8" thickness and fabricated from rolled, pressed and forged shapes, plates, bars and strips, ASTM A123-69 . 06. Installation. ' a. Install plumb, true, rigid and neatly trimmed out. b. Do not cinch fastening through finish alone without spacer washers. ' C. Provide concrete inserts or pre-drilled expansion bolts in fastening items to concrete. d. Protect dissimilar metals from contact with each other or ' with other materials causing corrosion. e. Fasten work tightly to prevent rattle or vibration except where expansion-contraction tolerances are required. f. Use non-shr!.nk grout mixed in accordance with manufacturer's direction for setting frames, plates, ' sills, bolts and similar items. g. Protect metal from damage to surface, profile and shape. ' 07 . Cleaning. a. Clean prime-coated items as .requirad for finish painting. Page 4 tDivision 6 Carpentry - Project #4121 DIVISION 6 CARPENTRY 6A. GENERAL 01. Incorporated Documents. a. The General Conditions, Supplementary General Conditions ' and applicable portions of Division I od these specifications are a part of this Division. b. Published specifications, standards, tests or recommended methods of trade, industry or governmental organizations apply to work of this section where cited by abbreviations noted below. ' (01) Uniform Building Code. (UBC) (01) West Coast Lumber Inspect ion Bureau's "Standard Grading Rules" No. 16, 1 September, 1970. (03) United States Products Standard "Softwood Plywood Construction and Industrial" . (PS 1-74) (04) American Society of Testing and Materials. (ASTM) (05) Western Woods Products Association. (WWP) (06) American Wood Preserver's Association. (AWPA) 6B. ROUGH CARPENTRY ' 01. Ggneral. a. Grading Rules. Conform to WCLB Standard Grading and Dressing Rules #16, 1970, revised 1979. b. Grade Identification. Each piece of material grade stamped with WCLB grade stamp except as herein provided. ' (01) No grade stamp required if shipment is accompanied with a certificate of inspection and designation of grade for each size or type of piece in shipment. (02) Exposed str,ictural framing members (beams, columns, posts, frames and other items) no grade stamp - ' each shipment accompanied with certificate of inspection. Page 1 r Division 6 Carpentry Project X4121 02 . Lumber. a. Moisture content at time of surfacing, 19% or less for lumber 4" and less in thickness, kiln dried. ' b. Species. Douglas Fir, Larch, Hem-Fir, Mountain Hemlock, mixed species. tC. Milling. S4S unless specifically designated otherwise. d. Visually stress graded in accordance with ASTM Standard D-246-74. ' e. Size and Grade. ' (01) Light Framing and Studs. Size: 2" to 4" thick, 2" to 4" wide. Grades Standard or better. Location: 2 x 4 studs, not over 10, long, stripping, backing, blocking, plates, sill and bracing not exposed to view. ' (02) Structural light framing. Sizes to 4" thick, 2" to 4" wide. Grades Plo. 2 or better. Location: Studs, blocking, furring, bracing, plates and sills not exposed to view. (03) Sills, plates, ledgers and miscellaneous framing attached to concrete or as nailers in roofing. eGrade: No 2 or better. Treatment:Pressure treatment AWPA. ' 03 . Installation. ' a. General. Carefully lay out, cut, fit and erect framing, secure with sufficient spikes, nails, bolts, to insure rigidity and permanence. Drive nails perpendicular to grain in lieu of toe-nailing where feasible. Install work to true lines, pltmh and level, unless indicated otherwise. ' Page 2 1 ' Division 6 Carpentry Project #4121 b. Fasteners. Provide necessary nails, spikes, screws and bolts for proper installation of carpentry. Sizes and ' quantities required by Building Code and approved by Architect. Hardware exposed to moisture hot dipped galvanized steel or approved typed non-ferrous metal. C. Minimum nailing of framing. Comply with UBC `Fable 25-Q. 1 d. Blocking and Backing. Instal solid blocking as required for installation of finishes. Verify location on the job. ' e. Cutting Limitations. Carpenters do all cutting of wood framing for other trades. f . Carpenters. All carpentry work to be performed by "Carpenters" . MDQ PLYWOOD 01. Material. ' a. 5!8" x 4'8' , Medium Density Overlay, Exter; ,Jr Model DFPA, Group 1. ' 02. Instat:.ation. a. Construct water heater platform. Alt. Bid #1 only. ' D. FINISHED CARPENTRY 01. Carpentry. a. Comply with AW "Architectural Woodwork Quality Standlirds and Guide Specifications" . b. Moisture Content. 15" maximum for exterior 10% maxim un for interior. ' 02. Materials. a. Exterior Finish Trim. (01) V.G. Douglas Fir S4S, clear. 03. Installation. a. Install with finish nails, fill before painting. ' Page 3 ' Division 7 Thermal & Moisture Protection Project #4121 DIVISION 7 - THERMAL & MOISTURE PROTECTION 1 TA. GENERAL 01. Requirements of General Conditions, Supplementary General Conditions and Division 1 apply to all work in this section. 02 . Published specifications, standards, tests or recominanded methods of trade, industry or governmental organizations apply to work of this section where cited by abbreviations noted below. a. American Society for Testing and Materials. (,ASTM) ' b. Factory Mutual. (FM) C. Uniform Building Code. (UBC) e03. There is a ten year warranty currently in force on the existing roof and insulation. 7B. MODIFIED BITUMEN ROQFING 01. General. ' a. Apply new base flashings using a roofing contractor approved by manufacturer. ' b. Classified by Underwriter's Laboratories, Inc. , as a Class A sheathing material for use in construction of Class A built-up rec,fing coverings. Entire system has a Class A fire rating. C. Installation must meet Factory Mutual Class I ' construction. d. Submit roof systems for new curbs . Include asphalt coverages, types and specific fasteners proposed. e. Roof manufacturer shall submit notice in wz ;ting that materials and details comply with requirements for the ' warranted system. f. Deliver materials in originals unopened containers. 02 . Manufacturer and Specifications. ' Page 1 Division 7 Thermal & Moisture Protection Project #4121 a.. Roofing System. (01) 2D2-IS, Derbigum. Owens-Corning Fiberglass. (a) See drawings for location and specific instructions. (b) Existing deck is steel. (c) Prepare deck as specified. (d) Wherever deteriorated deck or accessories are ' found or suspected, notify Architect for specific instruction. ' (e) Materials . (001) Insulated Deck (See Fiberglass ' Insulation) .- (002) Asphalt Ply 30 lbs. (003) Base Ply, Perma Ply - 28 lbs. (004) Derbigum SP (005) Emulsion Surfacing - (Fibered Emulsion - 3 gal. per 100 sq. feet) ' (f) All base flashing to be da.rbigum, or approved. (g) Emulsion supplier shall verify in writing that material is asbestos free. b. Containers labeled with manufacturer's name, brand name, installation instructions and identification of various items. C. Store materials in dry area and protect. Damaged ' materials shall be replaced. d. Do not allow incompatible products to come in contact ewith Roofing System. e. Do not expose membrane and accessories to a constaiit temperature in excess of 140 degrees F. 1 f. Surfaces to receive roofing to be dry. ' Page 2 ' Division 7 Thermrl & Moisture Protection Project #4121 g. Do not allow moisture to penetrate building at any time. Provide dry seals whenever roof is left for the dry. 03. In.-.+allation - Roofing. ' a. General. (01) Roofing installation to be in accordance with ' Owens--Corning Derbigum Modified Bitumen Products Guide. - latest issue. ' (02) Provide complete new base flashing details around new mechanical curbs . These may be built-up, torch applied or hot mopped membranes, as approved by manufacturer. ' (03) Upon completion of new roofing, contractor shall prepare and recoat entire roof area as indicated on ' plans . (04) Protection. ' (a) Limit operation to areas of site approved by Owner. Barricade or otherwise protect against hazard to occupantec of building or site. ' (b) Do not leave job with building unprotected. Tear off or preparation of existing roof to be coordinated with re-roofing to assure that exposed areas are protected by temporary or final roofing system. Approval of Architect is required before the use of any form of ' temporary roofing. (c) Do not leave new roofing system unprotected. ' Install water dams to protect insulation and otherwise take all necessary precautions to protect new roofing system. ' (d) Provide tarp as protection against dripping under asphalt containers and piping. Protect building finishes and plantings. Provide ' portable fire extinguiuhers as required. (e) Take special precautions to keep asphalt from walkway surface to prevent tracking of materials into building. Page 3 r Division 7 Thermal 6 Moisture Protection ' Project #4121 (05) Clean Up. ' (a) Completely remove all dwbris resulting from work daily. No accumulation of rubbish during execution of work will be tolerated. (b) Clean off overspray or drippings when they occur. Limit spraying to windless periods. (06) Corrections. Correct any damage to building resulting from work at no coat to the Owner. 04 . Walking Pads. a. Shall be durbigum plies lightly torched to new roofing. b. Unsurfaced, 2 ' x 2 ' squares c•r approved. ' C . FLASHING AND SHEET METAL O1. General. ' a. Examine all areas to receive flashing. Report any unfavorable conditions to general contractor for repair. b. Make allowance for expansion and contraction. C. Protect flashing from damage until completion of the project. ' d. Guarantee. All flashing and sheet mete-.1 to be guaranteed against leaks for a period of two years from the date of ' substantial completion, 02 . Materials. ' a. Manufacturer. (01) Engineered Compcnents, Inc. ' (02) American Steel, Colorklad approved. b. Sheet Metal. 24 gauge ( .2111 ) baked enamel finish steel sheet. 03. Fabricati.( n and Installation. Page 4 ' Division 7 Thermal & Moisture Protection Project #4121 a. Installation. Anchor with concealed clips. Pop-rivets used only where necessary; colored to match sheat color. b. Install to true lines, joints as detailed. Miter all corners, pop rivet joint. C. Install expansion joints as required to prevent buckling or damage to material. 1 d. Verify dimensions of flashings prior to fabrication. e. All sheet metal damaged during construction to be replaced. 7D. CAULKING ' 01. Materials. a. Exterior. (01) Type. One component polysulfide sealant conforming to Federal Specification TT-S-00230, Type II. i (02) Manufacturer. / (a) DAP "Flexiseal" . ' (b) Mameco "Vulkem 116" . (c) Sonneborn "Sonolastic NP-111 . (d) Pecora "F.0-9 Synthacalk. " ' (e) Or approved. (03) Location. All joints on exterior surfaces and/or exposed to weather. 02 . Joint Preparation. a. Clean joint surfaces immeuiately before installation of sealant. Remove dirt, moisture, other substances which would interfere with bond of sealant. b. Prime of seal joint Rurfaces wherever recommended by sealant manufacturer. 03. Installation. Page 5 1 ' Division 7 Thermal & Moisture Protection ' Project #4121 a. Set expanded form or oakum backing at proper depth or ' position in the joints. b. Install sealant in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint ' bond surfaces. Fill space to a slightly concave surface slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt. Take care to ensure that joints are waterproof. ' C. Install sealants to depths indicated or as recommended by the manufacturer, but within the following general limitations, measure at the center (thin) section of the ' bead. r 1 1 i i r r r r Page 5 r Division 8 Doors and Windows eProject #4121 DIVISION 8 - DOORS AND W'�NDOWS 8A. GES ' 01. Scope. The General Condition,, the Supplementary General Conditiols and applicable portions of Division 1 of the specifiLations are a part of this Division. 02. Published specifications, standards, tests or recommended methods of trade, industry or governmental organizations apply to work of this section where cited by abbreviations noted. ' a. American Society of Testing Materials. (ASTM) ' b. "Uniform Building Code. (UBC) HB. HOLLOW METAL POURS AND FRAMES ' 01. General. a. All hollow metal doors and frames and hardware shall be ' provided by Cascade Steel Door Co. , Everett, Washington 98206 (Pete Loewen 206-259-7185) b. Submittals. (01) Manufacturer's literature describing each product including metal preparation for priming. (02) Furnish 3 information copies of shop drawings. Show frame types, door types and details. 1 Reference to the Architect's door mark and hardware group. Show attachment to adjacent structure. ' (03) Certificates. Certify compliance with standard designated, governing codes and applicable labeling agencies . C. Product Delivery and Storage. Do not discharge or store on ground. Provide clean, dry surfaces or platforms as required and protect from deterioration and foreign ' matter. d. Comply with Steel Door Institute recommended specifications for standard steel doors and frames unless ' otherwise noted. All doors shall be fire labeled. 1 Page 1 1 Division 8 Doors and Windows Project #11212102. Materials. a. Prime quality, level, cold-rolled steel treated at mill to be free from scale, warp or buckles. b. Gauges. Doors - 18 gauge Frames - 16 gauge C. Finishes. Doors and frames exposed to exterior to be galvanized, bonderized and one coat of rust inhibitive primer. Interior doors to have factory prime coat. 03. Construction. a. Doors. (01) Internal Construction. (a) Reinforce perimeter with channel steel. (b) Vertical channel stiffeners spot welded to ' face panels, sound deadening and insulation fill, or: 1 (c) Honeycomb, polyurethane, polystyrene, or solid structural mineral core bonded to inside of both faces . (02) Type. Seamless, interlocked hallow steel const uction or composite, construction. SDI type II heavy duty, Style 3 or Style 4. Edge seam required to be welded and ground smooth. b. Frames. (01) Bonderized, with one coat of factory applied primer. (a) Interior Frames. Knock-down type will be allowed. ' (02) Anchors. (a) Jamb Anchors . 3 per jamb. (b) Base Anchor. Provide adjustable base anchor at each jamb. Page 2 1 Division S Doors and Windows Project #4121(03) Frame types. As detailed. ' C. Hardware. Provide cut-outs and reinforcing plates for all surface mounted and mortised hardware. Do all a drilling and tapping for hardware at factory. ' 04 . Installation. ' a. Fit doors and hardware for closure without forcing, rattles, bind or drag. b. Contractor to protect all items, after delivery, from damage. C. Install weather stripping or smoke seal after painting is complete. Adjust hardware to avoid binding of door and with positive closing after installation of weather strippi 4 or smoke seal. ' 8D. HARDWARE O1. Hardware bpi nliei to be Cascade Stcel Door Company and furnish ' all necessary L,mplates to contractor. 02. Finishes. ' a. Hardware. US 10 satin bronze. b. Closer, Bronze lacquer, stat. 03. Lock Style. Schlarge Plymouth. ' 04 . Lubricate and adjust all hardware for proper operation. 05. Thoroughly clean all hardware prior to final acceptance. 1 06 . Hardware Items. See Door Schedule on Drawing #9. a. Group. 1 Gr-1; 1 Only Schlarge D10S Passage Latch. ' Gr-2; 1 Only Latchset with Olympiad lever. D105 b. Hinges. ' H-1; 1-1/2 pair McKinney #SHTA 2314, 4--1/2" x 4- 1/211 . ' Page 3 Divinion 8 Doors and Windows Project #4121c. Closer. ' C-1; 1 only LCN 4040 EDA Cush. d. Stops. ' S-1; 1 only Glynn-Johnson 60W. Vall bumper. e. Threshold. T-1; 1 only Pemko 270A (4" wide x f. Ricks. K-1 1 black plaetic per leaf 10" x 2" less than door width (mount on push side of door) . 1 1 1 A Page 4 Division 9 Finishes ' Project #4121 DIVISION 9 - FINISHES 9A. GENERAL 01. Incorporated Documents. a. The General Conditions, the Supplementary general Conditions and applicable portions of Division 1 of these specifications are a part of this Division. b. Published specifications standards, tests or recommended methods of trade, industry or governmental organizations apply to work of this division where cited by abbreviations noted below. 02. Quality Standards. Items specified by a specific number refer to a quality standard for a specific product. Items submitted for approval must meet or exceed standards set for product. ' 03. See notes on plans for finishes. ' 9B. GYPSUM BOARD O1. Manufacturer. a. U.S. Gypsum specified. I b. Georgia Pacific. ' C. Gold Bond. ' d. Or approved. 02 . Materials. ' a. Gypsum Wallboard, 5/8" thick , tapered edge. Fire rated gypsum wallboard. ASTM C36 Type III, Grade X, Class I. b. Tape. ASTM C475 perforated. C. Joint Compound. ASTM C475, powered or ready mix. d. Fasteners. (01) 1-1/4" type 'S' bugle head drywall screws . 8" o.c. at perimeter, 12" o.c. at intermediate. Page 1 1 Division 9 Finishes Project #4121 e. Accessories. USG standard corner bead, control joint and casing bead. 0 03. Installation. ' a. Apply to frame partitions and wall furring, perpendicular to supports. b. All work installed in strict accordance with U.S. Gypsum System SA-932 and SA-927. C. Tape finish all joints. d. Apply spray texture for surface finish to match existing. Hand textured surfar.e r-c Contractor's option. e. Seal tightly all penetrations through gypsum board. Do not cut openings larger than penetrations, ' 9C. SUSPENDED ACOUSTICAL TILE O1. Materials. a. Size 24" x 24" x 5/8" . b. Suspension. Wire suspended 5/8" exposed "tee" . C. Tile to match existing. g d. Armstrong Minatex Fireguard (office (3) , er:.ry (5) only) . 02. Installation. a. Remove existing suspended ceiling tiles and tee system as required to complete the duct revisions (see mechanical) . Reuse existing hangers, tee system and tile as possible in bull rooms ( 1,2) . b. At completion of duct work, reinstall ceiling system to match existing. Utilize existing ceiling tiles in office to replace broken, stained or damaged tiles. Replace tiles in office and entry. C. A'.l runs straight, align with room walls and center as shown. ' d. 1revent damage or smears on face of tile. ' Page 2 r .. N' Division 9 Finishes eProject #4121 e. Scribe true and tight where tile articulates with other material. ' f. Align hangers and clips to obtain a true flus'1 finish surface. Joints as un-noticeablF; as possible. 9D. VINYL UMPOSITION TILE. (V,C. TILE) 01. M terial. a. Size. 12" x 12" x 1/811 . b. Manufacturer. (01) Armstrong. Imperial Texture Excelon Tile series. (02) Or approved. C. Color. As selected from standard colors. ' d. Mastic as recommended by manufacturer. 02. Installation. a. By manufacturer approved applicator. ' b. Remove existing carpet from exinting tile prior -to installation of V.C. Tile. C. Examine floor surface for unsatisfactory conditions. Report to Contractor and/or make corrections that are required to produce top quality finish product. d. The advisability or necessity to use floor primer or other surface conditioners are a responsibility of ' Contractor. Final result must be uniform patterns, smooth surface, and well bonded and stable floor covering. ' e. Fill all joints and cracks with filler recommended by manufacturer. Cracks, joints ana other base defects that 'photograph' through the floor tile shall be corrected. ' f. Carefully layout and align joints to center on room and align at doorways. Install with pattern perpendicular to adjacent tile. e Page 3 1 ' Division 9 Finishes Project #4121 g. Store material at job site in original containers at not less than 70 degrees for not less than 72 hours prior to ' installation. 03. Protection and Clean Up. a. Remove all excess mastic. b. Clean tile. C. Strip, wax and buff floor just prior to completion of project. ' 04. Location. Bull meeting room #1. 9E, RUBBER BASE 01. Manufacturer. (P.) Roppe, #50 gray, 4" top set. 02. Installation. (a) By manufacturer approved applicator. (b) Follow manufacturer's directions and as herein specified. (c) Install new base in full lengths, corner to corner. ' (d) Corners may be field constructed. 03. Clean-up. t (a) Remove excess mastic from all exposed surfaces. (b) Clean all base. 04. Location. All rooms receiving new carpet or V.C. Tile and new walls. ' 9F. CARPET 01. Scope of work. Remove existing carpet, base and other materials that will affect the performance and appearance of the new finish. Existing VCT tile to remain where fully adhered and unbroken. Patch and fill as required for a smooth sub,-base. Install new carpet and base. Page 4 oDivision 9 Finishes Project #4121 02. Where openings into walker duct are found, record location on record drawings, cap and carpet over. ' 03. Material. ' a. Northern lights, loop pile 23000. b. Face Yarn Weight, 32 oz. C. Antron Legacy Face Yarn. d. Color, 10006, silver. ' 04. Surface Preparation. ' a. Remove existing carpet and carpet separator strips. b. Provide a smooth level surface by filling existing substrate. Feather edges at existing tile to remain. ' C. Flooi must be clean and free of all foreign substances. Floor to be vacuumed with commercial vacuum cleaner immediately prior to installation. d. Any cracks or imperfections in substrate must be filled with appropriate filler that is compatible with the adhesive. e. Any ridges or high spots in the surface to be carpeted shall be sanded smooth. f. Areas to be carpeted should be thoroughly inspected by ' the carpet contractor and he shall notify the architect of any and all defects in the floor which affect this work before start of carpet installation. 05. Installation. a. Prior to installation, all floor irregularities shall be ' repaired and the floor shall be thoroughly cleaned of all grit, dust and debris . b. All materials shall be installed by skilless workmen under ' capable supervision. C. All carpeting shall be laid wall to wall. Submit seam ' pattern for approval. Page 5 1 1 Division 9 Finishes 1Project #4121 d. Adhere carpet to prepared substrate using manufacturers approved adhesive. 1 e. Carpeting shall be laid with all tufting parallel with edges and in one direction unless otherwise noted on the ' plan. f. Provide carpet seam strips at aLL doors where new carpet abuts exist'ng floor finish material. Strip to be metal, 1 bronze color . 06. Cleaning Up. 1 a. After installation, remove all dirt and debris from the building and premises. Clean carpeting of all spots, stains, soils and finally sweep installed carpet with vacuum cleaner. b. Before scraps of carpeting are removed from the site, 1 Owner shall select scraps and remnants and retain such pieces as he may choose for future repairs. Provide appropriate roller spool and wrapping and store these 1 materials on the site as directed. 07. Guarantee. 1 a. Contractor shall be required to relay any carpet that does not provide an attractive, wrinkle free appearance and shall correct any condition due to faulty 1 installation which may appear for a period of one year from the date of completion. ' 9G. PAINTING AND STAINING 01. General. ' a. The following specifications are based on "Painting Specification Guide fcr the Pacific Northwest" as prepared by Painting arid Decorating Contractor's of 1 America, Modifications and specific requirements are specified herein, all other items in strict accordance to above named document. b. Submit a complete list of materials, designating where and in what manner each is to be applied. Obtain the Architect's approval prior to job or shop application. 1 1 Page 6 1 Division 9 Finishes Project #4121 C. Surface preparation shall be in strict accordance with above named document. d. Protect other products and trades by masking, covering or otherwise protecting as required to prevent damage, ' staining or discoloration. e. Color selection will be made by Architect. 02 . Materials. Materials shall be of highest quality by specified or approved manufacturers. a. Where no manufacturer is indicated, materials hhall be by one of the followings (Specific brand as indicated in PDCA Specification Guide) . (01) Sherwin Williams. (02) Rodda. (03) Pittsburg. (04) Martin Seynour. (05) or Approved. b. Where specialty products are indicated, materials shall be Llr the manufacturer named, or others by approval. 03. Installation. a. Preparation. (01; F,xamine surface for smoothness, soundriess and stability. (02) Touch up shop applied prime coating. (03) Repair or rsplace any material not suitable for finish. Repair work the responsibility of the Contractor installing material. (04) Commencing of painting constitutes acceptance of surface. (05) A minimum of 40 foot candles light will be required for installation of stain and paint. ' Page 7 ' Division 9 Finishes ' Project #4121 b. Workmanship. (01) Spraying is allowed in building. (02) Materials to be applied as directed by the paint manufacturer for best application. (03) Install coatings free form runs, sags or streaks. t (04) Allow coatings to cure thoroughly before installing next coat. ' 04 . Syotems and Locations. a. Interior Finish Systems. (01) New Construction. (a) Gypsum Board. (001) First Coat. Primer. (002) Second and third coat. Latex eggshell finish enamel. ' (b) Door, frames. (001) Primer. (009) First and Second coats, oil base semi-gloss enamel. (c) Electric conduits exposed and new in warehouse. ' (001) First and second coats, oil base semi-glass enamel. (02) Existing Construction. (a) Gypsum Board. ' (001) First and Second Coats. Latex eggshell finish enamel. (002) Continue new paint to corner, break in finishes and as shown on plans. ' Page 8 Div .sion 9 Finishes Project #4121 (b) Doors, frames. 1 (001) First and second coats, oil base semi-gloss enamel. 1 1 1 ' Page 9 1 Division 10 Specialties ' Project #4121DIVISION 10 - SPECIALTIES 10A. GENERAL ' 01. The General Conditions, the Supplementary General Conditions and applicable portions of Division 1 of these specifications are a part of this Division. 02. Shop Drawing acid/or submittals are required for sic, - ,qe. 03. Quantity of each sign required as specified. Mount as directed by Architect. 10B. SIGNAGE 01. General. a. Shop Drawings . Submit for approval, complete information ' including sixes, finishes, details, manufacturer's catalog numbers and recommended installation techniques. 02 . Manufacturer. Sign craft or approved. 03. Materials. Standard and specialty signs as indicated, pressure sensitive tape. a. Custom Signs to `ie supplied by Sign Craft, (503) 639- 4910, Jerry Scott , (01) Types 1/4" plexiglas, solid color as selected. Letters to be approximately 2" tall, helvetica ' style. (02) Signs to read as follows: ' (aa) MEN (w/ handicapped symbol) . (bb) WOMEN (w/ handicapped symbol) . 10C. TOILET PARTITIONS O1. General. ia. Submit shop drawings for approval prior to fabricption. b. Provide solid blocking at each connection. ' Page 1 Division 10 Specialties OProject #4121 02. Materials. Plastic laminated covered, with stainless steel accessories. a. Manufacturer. Advantage Partitions. b. Color as selected by Architect. C. Partition to be floor mounted, overhead braced, with doors on all partitions. 03. Installation. Install in strict accordance with manufacturer's instr•ictions. 10D. TOILET ACCESSORIES 01. General.. a. Provide solid backing as necessary for rigid attachment or installation. b. Manufacturer. Bobrick specified, or approved. ' C. All units stainless steel #302 . All welded construction. Exposed surfaces satin finish. 02. Toilet Accessories. a. Grab Bar Sets. 1-1/4" diameter bars w/ snap flange cover. Bobrick #B-6806. Each set to have one bar 30" ' long at back and one bar 42" long on wall. r Page 2 1 BAaIC MECHANICAL REWIREXENTS Section 15010 Page 1 PART 1 GENERAL 1.1 SUF1MARY A. Section Includes: Submittals procedures, regulatory and code requirements, operating and maintenance manuals, test reports required, hazardous materials procedures and project record documents. B. Related Sections: Basic Mechanical Materials & Methods, Section 15050. 1.2 SUBMITTALS A. Balancing and Adjustments: Three (3) copies of report. B. Shop Drawings 1. Submit shop drawings in accordance with Section 01300. 2. Include items called for in subsequent specification sections and duct fittings if different than shown on Drawings. See that all deviations from Drawings and ' Specifications be specifically noted. In order to avoid delay in subritting shop drawings, stragglers may be submitted at a titer dateShop drawings installed in hard back 3 ring binder, index tabs by specification section number. See that all equipment fit the space provided. Submit shop drawings within 30 calendar days of contract receipt. 3. Shop drawings processed as follows: a. No exception taken. h. Rejected. ' C. Submit Specified item. d. Make ie4isions noted. e. Revise and resubmit. 4. Shop drawing stamp has the following message: checking is only for general conformance with the design concept of the project and general compliance with the informa- tion given in the :ontract documents. Any action shown is subject to the requirements of the plans and speci- fications. Contractor is responsib:'.e for- Dimensions which shall be confirmed and correlated at the job site; fabrication process and techniques of construc- tion; coordination of his work with that of other trades and the satisfactory performance of his work. 1 BASIC MBC MICAL REM IREN30rrS Section 15010 Page 2 C. Operation And Maintenance Instruction Manual Furnish three (3) copies of manufacture's operating a-A mainte- nance instruction manuals and parts list to tkie architect on each piece of equipment requiring servicing. Litera- ture on 8-1/2 in. by 11 in. sheets. Install in hardback three (3) ring binders la:)eled "Operation and Maintenance Instruction Manuals". Dividers and tabs for each type of equipment. Provide a divider tab for "Balancing and eAdjustments Report". D. Project Record Documents: 1. Maintain at site one copy of Contract Drawings and Specifications, Addenda, Change Orders, Reviewed Shop Drawings and Field Test Records. ' 2. Keep a current record of documents. Record on a set of clean Blue Line prints all changes from the plans. Record changes from change orders, construction change e authorization and details not on contract drawings. Show all revised or added ductwork or ductwork transi- tions, relocated ductwork or equipment, etc. ' 3 . Submit Project Record Documents to Architect at completion of project so they can be used to provide as built drawings. ' 1.3 REGULATORY REQUIREMENTS A. Permits and Fees: Coordinate with governing authority for installation of Heating, Ventilating, Air conditioning, Plumbing, Fire Protection and all items requiring permits and fees. Include fees in contract. B. Ordinances, Codes and Regulations: 1. Provide Underwriters (UL) label as required by govern- ing codes and ordinances. 2. Conform to local and State codes and Federal, State and ' other applicable laws and regulations. 1.4 PROJECT/SITE CONDITIONS ' A. If asbestos, PCB or oLi-lar hazardous materials are encoun- tered or any substance that appears to be a hazardous material, stop work in that area at once and notify Gener- al Contractor immediately. END OF SECTION BVA3IC NECBANIChL HATERI-NM h METHODS ' Section 15050 Page 1 PART 1 GENERAL ' 1.1 SUMMARY A. Section Includes: Basic Mechanical Materials and Methods. ' B. Related Sections: Basic Mechanical Requirements, Section 15010. 1.2 DRAWINGS A. Specifications and accompanying Drawings are intended to provide a complete and workable facility. Drawings and Specifications are complimentary. Items shown on Drawings are not necessarily included in Specifications. B. Drawings accompanying these Specifications do not show every offset, bend, or elbow which may be required for installation in the space provided. Follow Drawings as ' closely as is practical to do so, and install additional bends and offsets where required by local conditions from measurements taken at the building, subject to approval by the Architect, and without additional cost to the Owner. Prior to fabricating any piping, ductwor.c etc. take meas- urements at the site to assure material will fit space allocated. If there are conflicts, stop work in those e areas and notify architect. Right is reserved to make reasonable changes in outlet location prior to rough-in. Provide complete systems as shown, specified and required by applicable codes. Include connections and appurtenances shown on various diagrams. C. Coordinate with other trades for proper and adequate installation clearance. 1. 3 SUBSTITUTIONS A. Submit in accordance with "Instructions to Bidders" . Approvals granted are subject to compliance with Drawings and Specifications. Requests accompanied by catalog cuts ' and technical data pertinent to the request. Include ratings shown on Drawings and specified horsepower, volt- age, special requirements, etc. 1 1.4 ELECTRICAL EQUIPMENT A. General: Equipment and installed work as specified under Division 16, Electrir:l. Verify voltage, phase and amper- age with Division 1F Electrical. BASIC MFA31ANI CAL IALS A KETEDDS e Section 15050 Page 2 B. Motors: Furnish as integral part of driven equipment, designed for low energy consumption, drip-proof, induction type, ball bearings, built to NEMA Standard for service intended, guarantaed for voltage specified and suitable for operation within range of 10% above to 10% below specified voltage. Furnish nominal nameplate horsepower not less than 12^$ of equipment brake horsepower required for performance specified. ' C. Starters: Furnish starters, install in NEMA Enclosures, overload protection on each phase leg, heaters sized for load, install starters for equipment exposed to weather in a weatherproof NEMA 4 enclosure. D. Equipment Wiring: Interconnection wiring within or. on a piece of mechanical equipment provided with equipment ' unless shown otherwise. This does not include wiring of motors, starters and controllers specified under Division 16, Electrical. ' E. Control Wiring: Control wiring for mechanical equipment furnished under Section 15950, Controls and Instrumenta- tion. ' F. Codes: Underwriter's Laboratory label as required by governing codes and ordinances. 1.5 ALTERNATES A. Additive Alternate: No 1: Remove existing water heater and install a new one in it's place. 1.6 CHANGE ORDERS A. Accompany cost proposals with an itemized breakdown of labor and materials. ' 1.7 EQUIPMENT, MATERIALS, AND WORKMANSHIP A. Meet all detailed requirements of Drawings and Specifica- tion, and suitable for installation shown. Notify archi- tect of any discrepancies or omissions found during bid period. ' B. Where two or more units of the same class of equipment are furnished, use product of same manufacture; component parts of entire system need not be products of some manu- facturer. Furnish materials and equipment, new and free from defect and of size, make, type and quality herein specified or approved by the Architect. Install material in a neat and workmanlike manner. 1 1 BASIC MECHANICAL MATERIALS S i METHODS ' Section 15050 Page 3 1.8 SITE VISITATIONS A. Visit site prior to bidding to get familiar with existing conditions and other factors which effect the execution of work. Include related costs in bid. 1.9 WARRANTY ' A. Protide a written warranty for period of one year after date of building acceptance. Warrant work installed under this contract. Warrant fire sprinkler, plumbing and heating, ventilating and air conditioning systems be free ' frcm defects from material and workmanship. Correct defects promptly and without cost. 1.10 OWNER OCCUPANCY DURING CONSTRUCTION A. Owner will occupy building during construction &nd reason- able habitable conditions must be maintained. 1.11 WORKING HOURS A. Do all work during normal working hours. ' PART 2 PRODUCTS 1 2.1 MACHINERY GUARDS A. Guards for protection on rotating parts of equipment per OSHA requirements. Provide shaft holes for easy use of tachometers at pulley centers. Guards easily removable for pulley adjustments or removal and changing of belts. ' 2.2 ACCESS PANELS A. General! Provide ceiling or wall hinged access panels as shown or required to provide accessibility to mechanical apparatus such as fans, manual dampers, etc. . Size panels for serviceability and equipment removal. B. Manufacture: Milcor, KARP, Elmdor. 2.3 FLOOR, WALL AND CEILING PLATES A. Stamped chrome plated split tyve plates on pipes exposed to view and passing through floors, wall partitions, and Tplaster furring in finished rooms, not required in unfin- ished rooms. Plates shall completely cover opening around ' pipe. 1 BASIC M.®CHANICAL, MATERIALS i METHODS Section 15056 Paqe 4 2.4 EQUIPMENT IDENTIFICATION iA. Each piece of equipment shall bear a permanently attached identification plate, listing manufacturer's name, capaci- ties, sizes and characteristics. In addition provide a ' bakelite, stamped brass or aluminum nameplate giving unit designation and system it serves. ' PART 3 EXECUTION 3.1 EQUIPMENT PROTECTION ' A. Keep pipe and conduit openings closed by means of plugs or caps to prevent entrance of foreign matter. Protect all ' piping, ductwork, fixtures, equipment, and apparatus against dirty water, chemical or mechanical damage both before and after installation. Any fixture, equipment or apparatus damaged or contaminated prior to final accept- ance of work restored to its original condition or re- placed at no cost to Owner. B. Protect bright finished shafts, bearing housings and similar items until in service, no rust permitted. C. Cover equipment and materials stared on job site or other- wise suitably protected. 3.2 ACCESSIBILITY ' A. Installation of valves, clean out fittings and other equipment requiring frequent reading, adjustments, or .repairs conveniently and accessibly located. 3.3 CLEANING ' A. Clean mechanical and plumbing equipment, fixtures, piping and c' _ctwork of stamping and markings (except those re- quired by Codes) , iron cuttings and other refuses. Flush water systems clean. ' 3.4 PAINTING A. General: Clean surfaces of rust and other foreign matter and paint with two coats of industrial enamel, matching color where applicable. B. Surfaces to paint: Surfaces that have been scratched or marred, uninsulated metallic piping, and unfinished stands, brackets and hangers. r R4SIC M®CHMnCAL, M�TI�tT�►�5 i METHODS Section 15050 Page 5 3.5 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, instruct Owner's operating and maintenance personnel in operation, adjust- ment and maintenance of products, equipment and systems. ' Operating and maintenance manual constitutes the basis of instruction. Review contents of manual with Owner s personnel to explain operation and maintenance. 3.6 DEMOLITION AND SALVAGE A. Relocate or reroute existing Mechanical work in th- --y of ' remodeling and new construction, leave in proper operati.ig condition. In case of question consult Architect. Remove exposed abandoned piping and cap or plug in concealed location. B. Equipment and material removed becomes property of Con- tractor. ' C. Asbestos removal by others. D. Haul debris and material other than equipment from site, ' unless otherwise arranged. E. Coordinate time of removal with General Contractor so that no mechanical equipment or material is damaged or becomes a weather protection or security problem. 3.7 LUBRICA'T'ION A. Lubricate equipment per manufacturer's recommendations prior to operating and placing in service. END OF SECTION 1 1 r PIPE AND PIPE FITTINGS Section 15060 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Provide pipe, pipe fittings, hangers tand supports. B. Related Sections: Basic Mechanical Materials and Methods ' 15050. PART 2 PRODUCTS 2.1 GENERAL A. The following materials may be used as opted for services ' listed. 2.2 CAST IRON PIPE ' A. Service: 1. Sanitary waste inside building and to 5-feet outside building line. 2. Vent piping. ' B. Pipe and Fittings: Hubl.ess or bell and spigot service weight cast iron conforming to ASTM A 74-87. C. Hubless Joints: Neoprene gaskets and stainless steel shields and clamps, conforming to Cast Iron Soil Pipe Instituto Standard 301. ' 2.3 GALVANIZED STEEL PIPE A. Service: May be used instead of cast iron on waste and vent piping 2-1/2 inches and below, above grade. B. Pipe: Schedule 40 conforming to ASTM A120. C. Fittings: 150 lb. screwed malleable iron on vent lines conforming to ANSI B16.3. Cast iron drainage fittings on waste lines conforming to ANSI B16.12. PIPE AND PIPE FITTINGS ' Section 15060 Page 2 2.4 COPPER PIPE A. Service: ' 1. Domestic hot and cold water piping. 2. Condensate drains. 3. Miscellaneous indirect waste piping. B. Pipe: Hard drawn copper tubing, Class "L", ASTM B88 above , grade, Class "K" below grade. C. Fittings: Wrought copper, 150 psi, solder joint. 2.5 PIPE HANGERS A. 1/2 inch to 1 1/2 inch: Fee and Mason, Fig. 199 or Fig. 400h. B. 2 inch and larger: Fee and Mason, Fig. 104, 239. ' C. Copper Pipe: Fee and Mason Fig. 500, 300. J D. Sprinkle- Bulk Mains: Fee and Masoa Fig. 400H, or wrought 11-hangers as required by NFPA 13. E. Manufacture: Fee and Mason, Grinnell, Elcen, Super-Strut. 2.6 UNIONS i A. 150 lb. malleable iron seat, ground joint, black or gal- vanized to match pipe, 200 lb. WOG bronze, ground joint, ' solder type for copper tubing. PART 3 EXECUTION ' 3.1 IN WALL PIPING PROTECTION A. Protect all piping (except cast iron or galvanized steel) passing horizontally through wood stud walls within one inch from the face of the stud. Protect with 1/116 inch T the full width of the stud and extend at least one inch above and one inch below the pipe. ` ' 3.2 PIPING JOINTS A. Screwed Joints: Ream pipe ends, apply dope to threads, made up with not over two threads showing beyond the cc fitting end. f i 1 1 PIPE AND PIPE FITTINGS Section 15060 Page 3 B. Solder Joints: Cut the tube square with a wheel cutter. Ream inside of tube end with tube reamer and file outside of tube end to remove burrs. Mechanically clean tube end and fitting socket with 180 grit sandcloth. Apply paste ' flux evenly on the tube eid and fitting socket. Insert the end into the socket. Apply heat evenly to the tube end and socket until the joint has reached the flow point of the solder. Feed the solder into the joint. Solder, 95-5 tin-antimony. On completion, a continuous line of solder visible around the joint. 3. 3 PIPING INSTALLATION A. Install unions in all non-flanged pipe connections to apparatus and adjacent to all traps and appurtenances requiring removal for servicing, locate piping so it can be disconnected without disturbing the general system. B. Provide dielectric couplings, unions or flanges between dissimilar materials. C. Install piping to vent and drain. rD. SuppoiL piping independently at apparatus. 3.4 HANGFr:G AND SUPPORT A. Geraral : ' 1. Adjustable hangers, except where specified, complete with swivels, all thread rods, etc. , of size suff�cient to clear insulation, if applicable. ' 2. Provide additional structural steel angles, channels, or other members required to support piping where building members do not occur or as required for proper support. 3 . Arrange supports to prevent eccentric loading of inists and %irders. r4. Provide pipe rollers, pipe racks, pipe stands, etc. as detailed on the Drawings and as required. 1 1 i 1 r PIPE AND PIPE FI'Pl'II�G.S ' Section 15060 Page 4 5. Support piping within two feet of each change in direc- tion. 6. Install pipe hangers with maximum hanger spacing and minimum hanger rod size as recommended in Table 9 of ' the 1988 Edition of the ASHRAE Guide and Data Book kLquipment) Chapter 33. e 3.5 PIPE CLEANING A. Clean interior of piping before installation. ' B. Flush sediment out of piping systems. C. Disinfect The Domestic Hot And Cold Water. Piping Aa Fol- lows: 1. Fill system with a solution of 50 ppm available chlo- rine for 4 hours. ' 2. During this time, open and close all valves at least twice. ' 3. Flush system with water until the residual chlorine content is not more than one ppm. END OF SECTION r c ' VALVW Section 15100 Page 1 PART 1 GENERAL a1.1 SUMMARY A. Section Includes: Valves, cocks, and faucets. B. Related Sections: ' 1. Basic Mechanical Materials and Methods 15050. 2. Pipe and Pipe fittings 15360. 1.2 SUBMITTALS A. Catalog data showing complete details of construction. B. Maintenance Instructions. PART 2 PRODUCTS ' 2.1 MANUFACTURE A. Grinnell, Nibco, Hamyrond. All valves by one manufacture. 2.2 PRESSU14E TEMPERATURE RATING A. Low Pressure-Temperature Rating: 1. 125 psi maximum saturated steam pressure. 2. 200 psi maximum cold water pressure. I 2.3 GATE VALVES ' A. Service: Domestic cold and hot water. 1. Pressure-temperature rating: Low. 2. Size: 1/2 inch through 3 inch. 3. Construction: Solder ends, non rising stem, screwed bonnet, solid wedge. 4. Materials: Aluminum handwheel, silicon bronze stem, bronze (packing nut, packing gland, stuffing box, bonnet, body, wedge) . 5. Manufacture: Grinnell 300SJ. 1 VALVES Section 15100 Page 2 2.4 BALL VALVES A. Servtce: May be used instead of gate valves for domestic cold and hot ;pater. ' 1. Pressure-temperature rating: Low. 2. Size: 1/2 inch through 2 inch. 3. Construction: Solder ends, standard port, lever han- dle, two piece body. 4. Materials: Cast bronze (body, ball) , silicon bronze stem, brass packing gland, teflon (stem packing, seat) , steel handle with vinyl cover, forged brass end piece. 5. Manufacture: Grinnell 3500SJ. 2.5 DRAIN VALVES ' A. Service: Water. B. Construction: Bronze, screw in bonnet, outside screw, rising stem, 3/4 inch pipe size, 3/4 inch hose threaded outlet, 125 psi cold water rated. C. Manufacture : Nibco 74-CL. PART 3 EXECUTION 3.1 INSTALLATION A. Install all valves so they are easily accessible. Valves ' Name size as connected piping Support per manufacture's recommendations. Install drain valves at all low points so trapped liquid can be drained. ' END OF SECTION r . IASUTATION Section 15250 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Pipe and duct insulation. B. Related Sections: Basic Mechanical Materials and Methods 15050. ' 1.2 FLAKE SPREAD AND SMOKE DEVELOPED RATINGS A. Flame spread rating (25) twenty-five and smoke developed Irating (50) fifty maximum. PART 2 PRODUCTS ' 2.1 PIPE INSULATION A. General : Molded fiberglass insulation with all service ' jacket, Y•!hite paper exterior laminated to interior vapor barrier. Density equal to 3 lb. per cu. ft. B. Application: 1. Domestic Hot Water: One inch thick. ' 2. Domestic Cold Water: One Inch thick. C. Fittings: Wrap firmly with 1 lb. density gl&ss fiber to match thickness of adjacent insulation and secure with 20 ' gage galvanized wire. Coat smooth with Insulating cement. D. Valves and Unions Two Inch and Smaller: Cover with over- sized pipe insulation. E. Manufacture: Owens-Corning, Certainteed, Manville. 2.2 DUCT INSULATION A. External Insulation: Insulate round sheet metal elbows with 1-1/2 inch thick fiberglass insulation with foil face 1 and 1 lb. per cu. ft. density. t INSULATION Section 15250 ' Page 2 B. Internal Insulation: ' 1. C2neral: Mat faced acous•:ical duct blanket with thermal conductivity not to exceed 0.23 at 75 degrees F. mean temperature, 1 inch thick. Acoustical absorp- tion coefficients obtainod in accordance with ASTM C- 423-66 (1972) shall not exceed the following for a one inch sample: 125 250 200 1000 2000 4000 NRC .25 .53 .65 .70 .81 .80 .65 2. Application: All sheet metal supply ductwork and ' first ten feet of return ductwork from heat pump units. C. Manufacture: Owens-Corning, Manville, Certainteed. PART 3 EXECUTION 3.1 GENERAL A. All tests completed and all systems approved before the insulation is applied to equipment or piping. Apply al.l insulation in accordance with the manufacturer's recommen- dations and the Standarl of Insulation Application, in a neat manner. Insulation applied over a clean, dry sur- face. Insulation manufactured specifically for the serv- ice specified. 3.2 PIPING ' A. Insulation side and end joints butted tightly and the factory applied jacket pasted smoothly at the longitudinal and circumferential joints. Exposed ends finished neatly with the jacket materials and mastic. B. vapor barrier or glass cloth covering continuous over insulated fittings. Unions and expansion joints built up 1/2 inch beyond adjoining insulation for identification. Insulation with an integral vapor barrier shall have the joints and fittings covering sealed as recommended by the manufacturer. Other piping insulation shall have the ends sealed with glass cloth at the fitting. 3.3 DUCTWORK A. Internally Lined Ducts: Joints tightly butted together and sealed with mastic. Lining mechanically attached to ' sheet metal duct with J.M. "Gr. ir Nails" or Gramweld weld- ing pins. Nails or pins installed 2--inches back from corner breaks. Once corner pins are installed on leading and following edges, pins placed on maximum 12-inch cen- ters. Adhesive used on all duct liner butt edges. B. Duct dimensions shown are net inside. ' END OF SECTION ' FIRS PROTECTION Section 15300 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Revision of the existing fire sprinkler ' system. B. Related Work: General Mechanical Provisions 15050. 1. 2 QUALITY ASSURANCE A. Provide all labor, material, equipment and services neces- sary to revise the existing automatic fire sprinkler s1.--_em as shown on the drawings. B. Furnish new equipment and standard product of the manufac- turer, approved by U.L. . C. The sprinkler system to comply with NFPA Pamphlets No.13 ' and 20, City of Tigard Fire Marshal requirements, includ- ing plan .review and approval prior to construction. D. System Design: Light hazard. ' 1 .3 SUBMITTALS A. Certified Drawings: 1. Prepare fire protection system working drawings showing locations and type of heads, pipe sizes and other related items. 2. Submit drawings to designated representatives of the ' Local Fire Marshal for approval. 3. Submit Fire-Marshal-Approved drawings to En4ineer for final review. B. Data Required: 1. Sprinkler Heads: Manufacturer's literature of each type of head. 2. Miscellaneou-, Fquipment: Manufacturer's literature. ' C. Test Reports: Submit certificates of completion of tests and inspections. ' PART 2 PRODUCTS 2.1 SPRINKLER HEADS A. All heads U.L. approved for application and installation. B. Sprinkler Heads: Recessed chrome plated in areas with ' ceilings. 1 FIRE PROTECTION Section 15300 Page 2 C. Extra Stock: 1 . Provide additional number of heads of each type and temperature rating installed as required to meet NFPA 13 requirements. e2. Provide special installation tools. ' 3. Provide index label for each head, indicating manufac- turer, model, orifice, size of K-factor, and tempera- ture rating. ' 4. Provide a list of heads and a brief description of where installed. D. Manufacture: Automatic Sprinkler, Grinnell , Reliable, Star, or Viking. 2.2 ACCESSORIES ' A. Provide ball drip drains, and other related items as required to provide a complete fire protection system. B. Items U. L. approved for application as required. PART 3 EXECUTION 3.1 COORDINATION A. Coordinate fire protection piping and appurtenances with 1 ducts, piping, electrical conduit, and other equipment. 3 .2 INSTALIXTION A. Piping: Install piping concealed. B. Slope of Piping: Pitched to drain. C. Drain Piping: Pitch 1/2" per 10' minimum, no traps al- lowed. ' 3. 3 FIELD QUALITY CONTROL A. Test piping with not less than 200 psig in the presence of ' the Architect and suthorized representative of the City Hire Marshal. Provide certificates. Give 48 hours ad- vance notice of such tests. Make all necessary correc- tions and repeat tests. Provide equipment, material and labor necessary for the inspections and test. Carry out all tests prior to furring in or otherwise concealing piping. ' END OF SECTION r Section 15400 Page 1 PART 1 GENERAL ' 1.1 SUMMARY A. Section Includes: Plumbing fixtures, plumbing trim, water heaters. B. Related Sections: Basic Mechanical Materials and Methods 15050. 1.2 SUBMITTALS A. Catalog data showing complete details of construction. PART 2 PRODUCTS 2.1 FIXTURE TRIM A. Supply Stops: Chrome plated finish. OB. Traps: Chrome plated 17 gage braes P-traps. ' 2.2 MANUFACTURES A. Fixtures: Kohler, American Standard, Eljer. B. Fixture Trim: Kohler, American Standard, Elkay, Chicago, Speedway, Speakman, T & S Brass, Moen, Powers, Delta, Grohe. 1 C. Water Heater: A.O. Smith, Bradford - White, PVI, State. D. Carriers (Wall hung urinals, lavatories) : Smith. ' Coordinate with wall type, thickness, etc. 2. 3 PLUMBING FIXTURES ' A. WC-1: Handicapped floor mounted flush tank toilet, siphon jet flushing action, 3 allons per flush, flush tank, elongated bowl , white vitreous china, Solid plastic, white open front seat, Manufacture: Kohler Highline K-3527-EB ' toilet, K-4670 seat. B. L-1: Handicapped lavatory, reconfigure existing lavatory, 4 inch deck mounted faucet hole centers (verify) Kohler it-6883, insulate hot water supply, trap and trap arm. C. L-2: Handicapped wall hung lavatory, white vitreous ' china, 20 inch by 18 inch outside dimensions, 4 inch deck mounted faucet hole centers, single lever faucet, carrier, grid drain, handicapped mounting height. Insulate hot ' water supply, trap and trap arm. Manufacture: Kohler K- 2032 lavatory, K-6883 faucet, Smith carrier. t PL MBIING Section 15400 Page 2 D. U-1: Handicapped wall hung urinal, siphon jet flushing ' action, one gallon per flush, top spud, white vitreous china, flush valve, handicapped depth and mounting height, Carrier. Manufacture: Kohler Dexter K-5014-T urinal, Sloan Royal 180 flush valve, Smith Carrier. ' 2.4 ELECTRIC WATER HEATER (WH-1) ' A. Electric water heater that meets ASHRAE 90A- 1980 Energy Efficiencies with 1982 provisions as adopted by the State of Oregon In 1983. Glass lined tank, insulation, steel jacket with enamel finish, cold water dip tube, drain ' valve, pressure relief valve, magnesium anode, immersion element. PART 3 EXECUTION 3.1 PLUMBING FIXTURES A. Mounting height as recommended by manufacturer unless shown otherwise an the Architectural Drawings. 3.2 CLEANOUTS A. Install where shown and where required by code. All covers set flush with finished surface. 3. 3 WATER HEATER (HW-1) A. Install according to manufacturers recommendations and to ' detail on drawings. END OF SECTION 1 1 1 1 SAT GSUERATION Section 15550 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Electric duct heater, packaged heat ' pump. B. Related Sections: ' 1. Basic Mechanical Materials and Methods 15050. 2. Controls 15950. 1.2 SUBMITTALS ' A. Catalog data showing complete details of construction. B. Manufacturers data showing performance. C. Operation and Maintenance Instructions. PART 2 PRODUCTS ' 2.1 ELECTRIC DUCT HEATER (EDH-1) A. U.L. approved electric duct heater for horizontal air ' flow. Ni-chrome wire (80-20) with insulators mounted in solid sheet metal suspension panels. Step controller with 2 steps. Flow proving switch. Disconnect, door must be closed to operate heater. ' B. Manufacture: Indeeco, Markel , Valley Industries, Heatrix, Warren. ' 2.2 PACKAGED HEAT PUMP (HP-1, HP-2, HP-3) A. General: Air to air heat pump unit, suitable for outdoor installation, starter, reversing valve, electric heating coil, vertical air flow, refrigerant line filter-dryer, factory charged, high and low pressure cut-outs, evapora- tor and condenser fans, evaporator fan filter, roof curb, economizer cycle section, loss of charger protection, U.L. approved. ' B. Compressors: Hermetic compressor with positive constant pressure lubrication and crankcase heater. C. Coils: Indoor and outdoor coils of non-ferrous construc- tion with aluminum fins mechanically bonded to seamless copper tubing, all joints brazed. D. Fans: Centrifugal evaporator fan, multi-speed, permanent- ly lubricated motor. Direct driven condenser fan by a permanently lubricated motor. 1 HEAT GEMERATION Section 15550 Page 2 E. Electrical: Pre-wired, tested at factory, and in ' conformance with current NEC Standards, complete with magnetic contractors, one point electrical connection. F. Filters: 2 inch deep, fiberglass, disposable. G. Manufacture: Carrier. Heat pumps have been preordered. Contact Tom Newman, Airefco, Phone 692-3210. Include cost in bid. PART 3 EXECUTION ' 3.1 ELECTRIC DUCT HEATER (EDH-1) A. Slip into ductwork, provide duct hangers at heater. ' 3.2 PACKAGED HEAT PUMP (HP-1, HP-2, HP-3) A. Install in accordance with manufactures recommendations. ' Install curb on roof in accordance with job requirements using tapered skins if required for a perfectly level base. Anchor unit to curb. The unit and adapter in- stalled to maintain waterproof integrity. All ducts, piping electrical connections accomplished for a complete operating unit. Provide drain pan drain with 3 inch deep trap, size to match unit outlet, pipe to roof. Install new filters in unit before operating. Allow adequate clearance for maintenance. ' END OF SECTION 1 1 ' Section 15890 Page PART 1 GENERAL ' 1.1 SUMMARY A. Section Includes: Ductwork, Dampers. ' B. Related Sections: ' I. Basic Mechanical Materials and Methods 15050. 2. Insulation 15250. 1.2 QUALITY ASSURANCE A. Perform work in accordance with manual of Duct and Sheet 1 Metal Construction of the National Association of Sheet Metal and Air Conditioning Contractors (SMACNA) and 1988 ASHRAE Handbook, Equipment, Chapter One. Install entire ductwork system, including materials and installation, installed in accordance with NFPA 90A. ' PART 2 PRODUCTS ' 2.1 GENERAL A. Low Pressure Ductwork: All ductwork. B. All duct dimensions shown on the drawing are net inside. 2.2 SHEET METAL DUCTWORK A. Service: Return ductwork and first 10 feet of supply ductwork from heat pump units. ' 2.3 FIBERGLASS DUCTWOR", A. Service: Supply ductwork except that included under sheet ' metal ductwork and pressure relief ductwork. B. Construction: One inch thick fiberglass duct board with a ' flame-spread rating not more than 25 and a smoke-developed rating not more than 50. Ducts fabricated, assembled, joints sealed and suspended accordingy-• to manufacturer's recommendations. Use turning vanes in square elbows. tC. Round Duct Elbows: Sheet metal wrapped with 1 inch fiber- glass insulation. ' 2.4 FLEXIBLE DUCTWORK A. Genflex or Wiremold flexible duct model SLS-181 insulated. ' Maximum length 4 teat. 2.5 DUCT ACCESSORIES ' A. Spin-In Fittings: Genflex DB-IDEL with air scoop and volume damper. Flexible duct takeoff. DOC WORE ' Section 15890 Page 2 B. Vo Ae Dampers: Provided in ducts as required and shown fc balancing, and constructed of galvanized sheets not lighter than 18 gauge, reinforced to prevent vibration, equipped at both ends with brass bearing mounts and of ' sufficient length to provide a complots shut-off of the duct. Each damper provided with operators as manufactured by Ventlok or Young Regulator. Ventlok 635 for dampers in accessible areas (this does not apply to spin-in fittings Owhich include a damper) . C. Damper Access Doors: One inch thick, 24 gage galvanized metal, continuous steel hinge, CAM latches, door to frame gasket, frame to duct gasket, 3 inch minimum diameter see through glass panel, size large enough for easy damper service, designed to withstand and match duct pressure. Label all doors with name and designator of damper to be accessed, aluminum or brass label, 1/7' inch minimum letter height. Manufacture: Air Balance Inc. FSA100G. 2.6 MOTOR OPERATED DAMPER (AD-1, AD-2, AD-3) A. Opposed blade damper, 14 gage galvanized steel or extruded aluminum channel frame, 16 gage triple formed galvanized steel or air foil aluminum blades, 1/2 inch diameter zinc plated shafts, permanently lubricated bronze bearings, zero clearance qd(je e,.>Zls, blade tip seals adjustable t damper linkage, 10 CFM per square foot maximum leakage with 1.0 inch SP differential. B. Manufacture: Air Balance, Carnes, Arrow, Pace, Greenheck. PART 3 EXECUTION ' 3.1 INSTALLATION A. General: Erect ductwork true to dimensions indicated straight and smooth on inside with neatly finished joints ' lapped in the direction of air travel. Properly brace. and reinforce with steel angles or other members. Fabricate changes in direction, both horizontal and vertical , to permit easiest air flow, using full re.dius bends, center.- line radius equal to width or fixed turning vanes in mitnred elbows , B. Damper Access Doors: Install at all motor operated damp- ers. C. Painting: Paint one coat of flat black on interior of. ductwork V.lch can be seen through screens, grilles or diffusers. END OF SECTION ,r AIR IWALS 1 Section 15930 Page 1 PART 1 GENERAL t1.1 SUMMARY ' A. Section Includes: Diffusers, grilles. B. Related Sections: Basic Mechanical Materials and Methods 15050. ' 1.2 SUBMITTALS A. C. talog data showing complete details of construction. B. Manufacturer data showing perfo,-mance including air vol- umes, velocity, pressure drop and noise level. C. Operation and Maintenance Instructions. PART 2 PRODUCTS 2.1 DIFFUSERS, GRILLES A. General: Check architectural drawings for ceiling type and coordinate diffuser location with ceiling grid. B. Performance: Unit sizing is based on air being introduced ' at 25 degrees F. temperature differential and being dif- fused at the 5-foot level to a velocity not greater than 50 FPM and a temperature differential not greater than 1.5 degrees F. Units selected so as not to exceed the NC-35 curve. The manufacturer's guarantee to meet the above performance factors. ' C. Manufacture: Titus, Nailor Hart, Metalaire, Pnemostat, Tuttle anu Bailey, Krueger, Carnes, J & J Register. D. Ceiling Diffuser in Gypsum Board Ceilings (CA) : Perforat- ed face diffusers of neck size and throw shown adjustable curved blade flow control, baked-on enamel finish, remova- ble face for access to pattern control, nominal size for surface mounting. Titus PCS frame style 1. Krueger C 1100 frame style 22. E. Ceiling Ditfuser in T-bar Ceiling (CB) : Perforated ceil- ing diffusers of neck size and throw shown, adjustable curved blade flow control, white enamel finish, removable face for access to pattern control, 24-inch by 24-inch face Mize, T-bar. installation. Titus PCS frame style 3. ' Kriieger 1100 frame style 23 . F. Ceiling Return or Exhaust in Gypsum Board Ceiling (CC) : Same as ceiling diffuser less pattern control. Titus PAR frame style 1. Krueger C 1190 frame style 22. G. Ceiling Return or Exhaust in T-bar Ce3_ling (CD) : Same as ceiling diffuser less pattern control. Titus PAR frame style 3 . Krueger 1190 frame style 23. 1 AIR TESOUNAIS Section 15930 Page 2 H. Wall Return Grille and Ceiling Exhaust Grille (GA) : Fixed 1 horizontal face bars sloped at 30 degrees, white enamel finish. Titus 350RL. Krueger S80 H. PART 3 EXECUTION 3.1 DIFFISERS, GRILLES ' A. All outlets installed tight on their respective mounting surfaces. B. Install plumb and true with room dimensions and accurately 1 centered on projections as shown on the reflected ceiling Drawings. ' C. All grilles in the same room with the same elevat?.on designation (H or L) mounted at the same elevation. END OF SECTION i 1 i 1 1 1 1 1 1 . 1 1 1 ^C�o'1'1'I�OI.S ' Section 15950 .Page 1 PART 1 GENERAL ' 1.1 SUMMARY A. Section Includes: Furnish equipment, labor and materials ' required to install an electric or electronic building control system. ' B. Related Sections: Basic Mechanical Materials and Methods 15050. 3 . 2 QUALITY ASSURANCE ' A. Subcontract the control work to a single company special- izing in this type of work. Only one company is responsi- ble for all control work, equipment and installation. 1. 3 APPROVED CONTRACTORS ' A. Control Contractors, Johnson, Honeywell, Powers, Cross, Careco. ' 1.4 SUBMITTALS A. Data Required: 1 . Shop Drawings of tuilding control system showing de- tailed conn, + ions to all control devices. 2. Provide a complete sequence of operation containing all ' information necessary for clarity and understanding of device function and system sequence of operation. t 3. Catalog data on each control device including installa- tion and service. B. Operating and Maintenance: Provide a set of control ' Drawings with as-built and operating changes. C. Owner Instructions: 1 . Instruct Owner's operating engineer on operation and maintenance. 2. Locate a] 1 control components. 3. At the time of substantial completion demonstrate the control system to the owner's representatives, the ' architect and engineer. Demonstrate all control func- tions of each piece of mechanical equipment including, central alarming. Use "SEQUENCE OF OPERATION" as a ' guide. 1 1 a)NTRDLS 1 Oection 15950 Page 2 PART 2 PRODUCTS 1 2.1 APPROVED MANUFACTURES A. Johnson, Honeywell, .powers, Robertshaw, Barber Colman. 1 2.2 S'ISTEM GRAPHIC 1 A. Provide a 17 inch by 3.1 inch graphic of the mechanical system mounted on wall under plexiglass cover. Locate on floorplan. Show roof equipment dashed. Inc".ude all mechanical equipment (include equipment designators) , one 1 line supply, return and exhaust ductwork (omit duct sizes) , supply outlets (omit designators) , and temperature and static pressure sensors. 1 2.3 PROGRAMMABLE THERMOSTAT A. Electronic programmable thermostat with time clock, bypass 1 timer and night low limit functions. B. Manufacture: Honeywell T-7400. ' 2.4 DAMPER OPERATORS A. Modulating type, exhaust damper fail to closed position. PART 3 EXECUTION 3.1 THERMOSTAT ' A. Mount wall thermostats 5 feet above finished floor. 1 3 . 2 STATIC PRESSURE CONTROL A. Control static pressure in each space, relative to outdoor pressure , as sensed from static pressure sensors, by 1 modulating relief Air Dampers. Sensor (SP-1) controls damp3r (AD-1) , sensor (SP-2) controls .tamper (AD-2) , sensor (SP-3 ) controls damper (AD-3) . 1 3. 3 OPERATION OF HEAT PUMP A. Evaporator Fans: Continuous operation. 1 1 i 1 CONTROLS Seg-ion 15950 Page 3 ' B. Occupied Hours of Operation: Starting from winter design and moving toward summer design, sequencing shall be as follows. At design the space thermostat culls for the electric heat to be on, the compressor to operate in the ' heating mode, and the economizer dampers to be at the minimum outside air position. On a rise in temperature, the room thermostat deenergizes the electric heat, the ' compressor operates in the heating mode to satisfy the thermostat, economizer dampers set at minimum outside air position. On further rise in temperature the economizer cycle dampers modulates in series with the compressor (operating in cooling mode) to satisfy the room thermo- stat. Thermostat in the mixed air plenum modulates the economizer cycle damper. Thermostat set at 55 F. degrees. At 70 degrees outside air temperature and above, economiz- er cycle dampers set at minimum outside air position. 7. Temperature Setback During unoccupied Hours Of Operation: ' Space temperature allowed to .fall to a given adjustable set point (set at 60 F. deggrees) . Indoor fan cycles and the compressor (operating in the heating mode) and the electric heater operate in sequence. outside air damper closed. D. Bypass: Bypass temperature setback during unoccupied hours of operation allows heat pump system o operate in occupied hours of operation mode. Period o bypass ad- justable from 0.5 hours to 4 hours. ' E. Hours Of Operation (Occupied And Unoccupied) : Programma- ble 24 hours a day 7 days a week. 1 END OF SECTION 1 1 SYSTEM BALANCING Section 15990 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Balancing of air system. B. Related Sections: Basic Mechanical Materials and Methods 15050. 1.2 SUBMITTALS A. Log of air outlets, indicting actual field measured air ' volumes and percentages of design air volumes. B. Complete equipment :ata sheet indicating actual equipment data and final balanced motor data. C. Three (3) copies )f the report to the Architect for review and insertion into "Operation and Maintenance Instruc- tions" manuals. 1.3 APPROVED CONTRACTORS A. Northwest Engineering Services, Air Balancing Specialty, Inc. , air Introduction an Regulation, S.A.S Building Services, Accurate Balancing Agency, Inc, Professional Air eBalance Service. PART 2 PRODUCTS ' 2.1 DRIVES AND BELTS A. Drives and belts as required to bring equipment operation ' within specified limits. PART 3 EXECUTION 3.1 BALANCING AND ADJUSTMENTS A. General: At the completion of work prior to final accept- ance, bal.anre the 3 heat pump air systems and the toilet room exhaust system. Adjust systems to within 10% of capacities shown. Cooperate and furnish tools and assist- ance as required. Be responsible to see that systems and equipment perform in accordance with design. Make drive changes required at no additional cost to Owner. B. At completion of work contact the Engineer and Schedule ' review of system balance. Check volumes of UT to 10% of air outlets selected by the Engineer. Be available at the job site with ladders, balancing instruments, etc. . ' END OF SECTION ' Division 16 Section 16050 ' Project #4121 DIVISION 16 - BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1.1 WORK INCLUDED: A. Provide all items, articles, materials, equipment, operations and/or methods listed, mentioned, shown and/or scheduled in these specifications, including all Ilabor, services, permits, fees, utility charges, and incidentals necessary and required to perform and complete the electrical work described in this Division. ' B. See the contract conditions (general and supplementary) and Di. ision 1 for requirements concerning this Division including, but not limited to, submittals, ' shop drawings, substitution requests, change orders, maintenance manuals, coordination, record drawings, record documents, permits, and guarantees. 1.2 RELATED WORK SPECIFIED ELSEWHERE: O A. Mechanical equipment motors to be furnished and mounted under another Division but connected under this Division. Starters to be mounted and connected by this Division, but furnished by another Division unless ' otherwise noted. B. Control wiring for mechanical equipment beyond ' ?rovisions noted in these specifications shall be performed under another Division of the work. 1. 3 QUALITY ASSURANCE: A. Do all work in accordance with regulations of serving electric utility, telephone utility, National ' Electrical Code, National Fire Codes, and all other applicable codes. 1.4 PROJECT CONDITIONS: A. The Contractor shall inspect the job site prior to bidding and familiarize himself with existing ' conditions which will affect his work. Page l Division 16 Section 16050 ' Project #4121 B. Coordinate all aspects of project with the Owner's representative. All work to be coordinated with local GTE supervisor prior to start of wark. C. Contractor shall verify with the Project Engineer so that work can be scheduled not to interrupt operations, normal activities, building access, access to different ' areas. D. Contractor shall verify with the Project Engineer a location for storage of materials, supplies, tools, ' rubbish, etc. prior to start of work. E. All existing equipment is to be completely protected from dust, dirt and abu3e as required by GTE standards. F. Existing electrical outlets and light fixtures are denoted by dotted or dashed lines. Verify exact ' location of existing electrical outlets and light fixtures in the field. Only partial existing electrical shown. G. Electrical Contract Documents are diagrammatic indicating approximate location of outlets, lighting ' fixtures, electrical equipment, etc. Consult the Architectural, Structural, and Mechanical. to avoid conflicts with equipment, structural members, etc. When required make all deviations to make the work ' conform to the building as constructed, and to related work of others. Minor relocations ordered prior to installation may be made without added cost to Owner. H. Call to the attention of the Architect any error, omission, conflict or discrepancy in Specifications. Do not proceed with any questionable items of work ' until clarification of same has been made. I. Under no conditions are beams, girders, footings or columns to be cut for electrical items unless so noted in specifications or written approval obtained from the Architect. e e ' Page 2 1 Division 16 Section 16050 Project #4121 J. Arrange work to reduce interruption of any existing ' services t. minimum. When interruptions are unavoidable, consult Owner and Utilities involved and agree in writing, with copy to the Architect upon ' mutually satisfactory time and duration. When power interruptions will last longer than 20 minutes and cover more than 20% of the building, they shall be performed on the weekends. Also see Specification Section 16050-3 .5-H. K. Verify the physical dimensions of each item of electrical equipment to fit the available space and promptly notify the Architect prior to roughing-in if conflicts appear. Coordination of equipment to the available space and to the access routes through the construction shall be the Contractor's responsibility. PART 2 PRODUCTS 2. 1 MATERIALS; ' A. All materials shall be new and bear manufacturer's name, model number, electrical characteristics and other identification. All equipment to be U.L. approved if applicable. B. Material and equipment shall be standard product of manufacturer regularly engaged in pr-duction of similar material for at least five years (unless specifically exempted) and shall be manufacturer's latest desig:,. 2.2 DISCONNECTS A. Safety and disconnect switches to be General duty quick-make, quick-break, dual rated, and of such electrical characteristics as regrilred for the load served. Switches to have iefeatable cover interlock. B. Fuse clips shall accept Class R or Cl.e.ss L fuses if required. Motor rated toggle switches equal to Hubbell #1221 may be used as motor disconnects in dry locations. C. Disconnect switches required by code to be installed whether or not specifically noted in specifications. Disconnect switches for refrigeration equipment and multiple motor HVAC equipment shall be fusible type. Page 3 Division 16 Section 16050 1 Project #4121 2 FUSES: A. Fuses for motor loads shall be dual element type equal to Bussman FUSETRONS. All other fused power circuits shall bn protected by Class R or Class ' current limiting fuses with time delay equal tc. Bussman HI-CAP or LOW PEAK. Provide three spare fuses of each size ' used (control fuses incladed) . 2 .4 BOXES ' A. Outlet and junction boxes shall be sized in accordance w,th code requirements, Minimum 20 cubic inches. B. Unless otherwise specified or shown on the drawings, all outlet boxes for new work shall be galvanized steel knockout, outlet boxes. Gangable boxes are not acceptable. Outlet boxes shall not he smaller than 4" ' square and 1 1/2 inches in depth, unless othe--wise noted. All cutlet box covers, rings, or other fittings shall be galvanized. Boxes which are exposed to the ' weather shall be cast metal and weatherproof.. C. Outlet boxes shall be dasigned for the intended use, and shall Le installed flush with finish surface lines or not more than 1/8 inch back and shall be lel. -�l and plumb. Long screws with spaces or shims for mounting devices are not acceptable. No com istible material ' shall be exposed to wiring at outlet.. Outlet boxes shall be installed to provide protection from physical damage. ' D. Outlet boxes on opposite sides of fire rated partitions shall have a minimum horizontal separation of 24". Back to '-)ack boxes are not permitted in any walls. PART 3 EXECUTION ' 3.1 GENERAL INSTALLATION METHODS: A. Cutting or notching shall be kept to an absolute ' minimum and done when, and in a method approved by the Architect. Patch and correct finished surfaces damaged by electrical work. a Page 4 1 ' Division 16 Section 16050 ' Project #412.1 B. Relays, panels, cabinets and equipment shall be level an-i plumb and installed parallel with structural building lines. All equipment and enclosures shall fit neatly without gaps, openings, or distortions. Provide approved devices for closing all unused openings. C. Arrange circuit wiring as shown on the Drawings and do ' not alter or combine runs or homeruns without the specific approval of the Architect. Feeder runs shall not be recombined or altered., D. Contactors, transformers, starters and similar noise producing devices shall not be placed -)n walls which are common to occupied space. E. Ballasts, contactors, starters, transformers and like equipment: which are found to be noticeably noisier than other similar equipment on the project will be deemed defective and shall be replaced. F. In general, the mounting heights shall be as listed below. Where no heights are indicates, request clarification from the Architect. Consult the Architectural, Mechanical and Structural to avoid ' conflicts prior to roughing-in. All dimensions are to the center of the device unless otherwise toted. Lighting dimensions are to the bottom of suspended fixtures & center of wall mounted fixtures unless ' otherwise noted. Light Switches 48 inches Convenience Receptacles 12 inches Panelboard top 72 inches Telephone Outlets 12 inches ' Receptacle Over Counter 8 inches above counter or 3" above backsplash, whichever is greater. G. All electrical wall plates, thermostats, or other similar wall mounted .items, if measured within 18 inches horizontally from each other, shall be vertically stacked and aligned unless otherwise indicated. if. Where raceways penetrate floors, ceilings, and fire walls, provide f;_re stopping to maintain integrity of the fire assembly. Page 5 ,t Division 16 Section 16050 Project #4121 3.2 CONTINUITY OF SERVICE: A. The GTE Facility will be in operation and business as usual will be conducted throughout the construction ' period. B. No interruption of services to any part of existing facilities will be permitted without express permission in each instance from the Owner. Interruption of systems if required will be scheduled for non-business Yours, unless otherwise approved by Owner. It is ' expected that overtime is necessary. There will be no allowance mada by Owner for oxtrA expense for such —ertime or shift work by Con::ractor, due to ' maintaining continuity of service herein required, finless as noted otherwise. C. Organize w rk to minimize interruption of power. Provide Owner with Schedule indicating start of interruption and duration of interrupt-ion. The request for interruption of any system must be presented to the ' Owner five working days prior to the proposed interruption. 3.3 1,kBELING: A. Clearly and properly label the complete electrical system to indicate the loads served or the fti.riction of eacr item of equipment provided under this work. B. Na*.eplates shall be 1/16 inch thick, laminated tnree-ply plastic, center-ply white, outer-ply black (normal) , red (emergency) , purple (UPS) or orange (IG) "Lairicoid" or equal. Letters shall be wormed by engraving outer ply, exposing white center-ply. Nameplates shall be secured with screws or pop rivets. C. Clearly label with engraved nameplates to identify each 0 load served at main distribution panel and pa,ielboards. D. Label all electrical contactors, relays, time switches, transformers, etc. with an engraved nameplate corresponding to the labeling in the main, or branch panel serving the device or apparatus. Page 6 1 1 Division 16 Section 16050 Project #4121 1 E. Provide typewritten branch panel schedules with protective clear, transparent lovers accounting for every breaker installed. Use actual room designations assigned by name or number near completion of the work, 1 and not the designations F. Identify branch panels with engraved nameplate ' corresponding with distribution pane? labeling. Mount labels inside door for flush panels, and on the face of the door for surface panels. No brand labels or other marking shall be on the outside of the panels. Where changes are made in existing panels, distribution boards, etc. , provide new labeling and schedules to accurately reflect the changes. 1 G. Provide adhesive backed tape labels equal to Kroy for .ach receptacle, switch, etc. indicating panel. and circuit fed from. 3 .4 SAFETY: 1 A. The Engineer has not been retained or compensated to provide design and construction review services relating to the Contractor's safety precautions or to ' means, me"bods, techniques, sequences or procedures required for the contractor to perform his work. 3.5 DEMOLITION: 1 A. It is the intent of these specifications to require the contractor to m-.ke all nec,assary adjustments to the electrical sys'.^m, required to meet code, and accommodate instairation of the new work. 1 B. Remove all existing Fixtures, clocks, !switches, receptacles, and other electrical equipment devices and associates; wiring from walls, ceilings, floors, and other surfaces scheduled for remodeling, relocation, or 1 demolition unless specifically noted as retained or relocated on the drawings. 1 C. Disconnect all existing mechanical equipment scheduled for removal or relocation. See mechanical for scope of work. Remove abandoned raceways and cables. Relabel 1 panels to reflect changes. 1 Page 7 1 Division 16 Section 16050 ' Project #4121 D. If existing junction boxes will be made inaccessible, 1 or if abandoned outlets serve as feed through boxes for other existing electrical equipment which is being retained, new wiring system shall be provided to bypass the abandoned outlets. If existing wiring systems pass through partitions or ceilings which are being removed or remodeled, new wiring systems shall be provided to route the ceiling or wall and maintain service to the existing load. E. Extend circuiting and devices in all existing walls to ' be furred out. F. Locations of items noted in the specifications as ' existing, shall be verified by the Contractor for the correctness of the 'information shown prior to bidding and provide such labor and material as is necessary to accomplish the intent of the contract documents. ' G. :..i materials accumulated during tha dei,.oli.tion process shall be removed from the job site unless shown 1 otherwise on the drawings. H. No circuits shall be turned off without prior approval ' from owner. Ccordinate with the Owner any interruptions of electrical which affect the operation of the remaining portions of the facility. I. Contractor shall verify with the owner so that work can be scheduled not to interrupt operations, normal activities, building access, access to different areas. Coordinate work with other crafts for proper scheduling. 3.6 GROUNDING: A. Ground all electric Equipment, raceways and enclosures in accordance with code rules and established safety practices. B. Grounding shall be made as detailed and noted on the t drawings. Grounds shall be installed where accessible fur future inspection and servicing. C. Ground conduits and cabinets for signal, 'telephone, t etc. by bonding or conduit interconnection with the electrical system or as otherwise specifically indicated on the drawings. ' Page 8 Division 16 Section 16050 Project #4121 ' D. No. 12 grounding conductors shall have green insulation. 3.7 EQUIPMENT CONNECTIONS: ! A. The location and method for connecting to each item of equipment shall be verified prior to roughing-in. The ' voltage and phase of each item of equipment shall be checked before connecting. Moto: rotations shall ire made in the proper direction. lump motors are not to be test run until liquid is in the system and proper lubrication to all bearings iii unit. is checked. B. Conduit, wire and circuit breaker sizes for mechanical, and similar equipment are based on the equipment ratings of one manufacturer. The equipment actually furnished may have entirely different electrical e characteristics. Conduit, wire and circuit breakers shall not be ordered or installed until exact electrical requirements are obtained. Responsibility for this coordination rests with the Contractor. 3.8 CHANGE ORDERS: ' A. As part of the Change Order process, the Contractor shall submit with his cost quote for each Change Order Request a complete itemized breakdown cost of materials, quantity required, labor units for each item, miscellaneous costs (itemized) , overhead and profits, etc. , without exception, for review. B. At the Architect's request., C'ontractor's estimdting sheets for the supplemental coat proposals shall be made available to the Architect. Labor must be separated and allocated for each item of work. 3.9 RECORD DRAWINGS: ' A. As-Installed Drawings: During progress of the work, maintain an accurate record of the installation of the system, locating each circuit precisely by dimension. On completion of work, deliver to the General Contractor one eet of record drawings for use by the Architect. Show all changes and variations from tha design drawings and exact routes of all feeders, service conduits and location of all conduits stubbed out for future continuation with definite dimensions. Page 9 1 Division 16 Section 16050 Project #4121 3.10 COMPLETION: A. Complete Foch system as specified herein end place in operation except where only roughing-in or partial systems are called for. Each system shall be tested and left in proper operation free of faults, shorts or unintentional grounds. Demonstrate system in the presence of the Architect, the Owner or their representative when requested. END OF SECTION 1 r Page 10 ' Division 16 Section 16110 ' Project #4121 DIVISION 16 - RACEWAYS PART 1 GENERAL 1. 1 WORK INCLUDED: ' A. Provide all raceways, wireways and associated fittings as herein specified. 1.2 APPLICATION: ' A. EMT, rigid galvanized, intermediate metal, and PVC conduit may be used. B. Schedule 40 PVC conduit may only be used below grade and in slabs on grade provided it doesn't penetrate more than 15% of the thickness of the slab. PVC may not be used above grade, except where it is existing on feeder or as noted on the drawings otherwise. ' C. Galvanized rigid conduit (GRC) shall be used in locations subject to mechanical injury and for service conduit under buildings or concrete slabs. ' D. Electric metallic tubing may be used only in dry and protected locations. t E. Flexible metal conduit will be permitted only where flexibility is necessary. Exceptions are connections to recessed light fixtures and work fished into existing concealed dry locations, and wood frame construction. Flexible metal conduit shall be used for connection to all equipment subject to movement or vibration such as motors and transformers. F. Drawing notes requi.rir.g a specific type of raceway shall take precedence over the specifications. G. Surface metal raceways equal to Wiremc:.w may be used only where specifically called for or in the specifications. Such installation shall be directed by Architect. H. Electrical wiring shall be U.L. approved raceways and enclosures throughout. Page 1 1 1 Division 16 Section 1.6110 ' Project #4121 PART 2 PRODUCTS 1 2. 1 FITTINGS: ;,. Rigid and intermediate metal conduit shall be coupled and terminated with threaded fittings. Ends shall be bushed with insulating bushings equal to T&B 200 series. B. Connectors and couplings for EMT shall be concrete tight set screw type with insulated throats on 1 connectors. Connectors larger than 1-1/4 inch shall be T&B 200 series with insulating bushing. ' PART-J- EXECUTION 3 . 1 INSTALLATION: A. Provide pull boxes where required to limit the number of bends in any run to not more than three 9n degree ' bends. Use code gauge galvanized sheet steel boxes of i code required size with removabl3 covers, installed so that covers will be accessible after work is completed. Verify with the Architect any locations in finished areas. B. Conceal all wiring in finished spaces. Exposed ' raceways shall be parallel to structural lines. C. Support suspended feeder conduits by metal ring or trapeze hangers with threaded steel rods. D. All conduits crossing expansion or seismic joints where cast in concrete shall be provided with appropriate fittings which permit movement, equal to 0-Z/Gedney, Type EX or DX. ' E. Conduit stubbed from a concrete slab or wall to serve an outlet tinder a table or to supply a machine shall have a rigid conduit coupling flush with the surface of the slab. Provide plug where conduit is to be used in future. ' Page 2 i iDivision 16 Section 16110 ' Project #4121 F. PVC conduit shall not be installed less than 30" under i roadways or areas subject to heavy traffic. 90 degree Ealbuws larger than one inch shall be galvanized rigid ,•onduit. Provide a ground wire sized per code in all r PVC conduits. Conductor quantities indicated in conduits do not include ground wires unless otherwise noted. i G. Provide trenching, backfilling, compaction, repaving or other site restoration as required by the work done in this Division. Minimum trench depth shall be 24" iunless otherwise noted. H. Install a 6 inch wide yellow vinyl tape with letter i "Caution: Buried Electrical Line Below" 18 inches above all buried service conduit and wire not under structures. ' I. Backfill material for all trenches under paved areas shall be coarse sand. Fill trenches to top of �-4ubgraeLe with compacted sand. Compaction by water mnthc-d. Trenches in landscaped or grassed areas shall be backfilled with native soil and tamped. ' END OF SECTION 1 r r r Page 3 ' Division 16 Section 16120 Project #4121 DIVISION 16 - WIRES AND CABLES ' PART 1 GENERAL 1. 1 WORK INCLUDED: A. Provide all. wires and cables as herein specified and shown on the associated drawings. 1.2 QUALITY ASSURANCE: A. All wire and cable shall conform to Code and shall meet all ASTM specifications. PART 2 . PRODUCTS 2. 1 MATERIALS: A. No. 10 and 12 AWG conductors shall be Type "THHN" insulated, stranded or soft drawn solid copper. No. S AWG and larger conductors shall be Type "TRW" or "THHN" insulated, soft drawn, Class B stranded copper. Minimum conductor size shall be No. 12 AWG sinless otherwise noted. B. Where adverse conductor exposure exists, code approved insulation suitable for the conditions encountered shall be used unless otherwise noted. C. Wire and cable shall. be ne►.w, shall have grade of insulation, voltage and manufacturer's name permanently marked on outer covering at regular intervals and shall be delivered in complete coils or reels with identifying size and insulation tags. PART 3 EXECUTIQN ' 3. 1 SPLICES AND TERMINATIONS: A. :splices are to be made up complete promptly after wire ' installation. Single wire pigtails shall be provided for fixture and device connections. Wirenuts may b2 used for fixture wire connections to single wire ' circuit conductor pigtails. ' Page 1 Division 16 Section 16120 Project #4121 1 B. Splices shall utilize Scotch " " " Hyflex or "Ideal" wing nut connector installed properly. Splices and terminations for No. 8 and larger wires may be made with approved pressure type connectors equal to T&B series 54000. All taped joints shall be with "Scotch 33" or equal, applied in half-lap layers without stretching to deform. ' C. Insulation shall be removed with a stripping tool designed specifically for that purpose. A pocket knife is not an acceptable tool. All conductors shall. be left nick-free. END OF SECTION 1 1 Page 2 1 Division 16 Section 16140 Project #4121 ' DIVISION 16 - SWITCHES AND RECEPTACLES PART 1 GENERAL 1. 1 WORK INCLUDED: A. Provide all switches, receptacles, and other devices as herein specified and shown on the associated drawings. SART 2 PRODUCTS 2. 1 ACCEPTABLE MANUFACI.L-URERS: ' A. Bryant, Arrow-Hart, Sierra, Pass & Seymour, General Electric, Leviton, Slater, Hubbell are acceptable. 2 .2 MATERIALS: 1 A. The following list of wiring devices covers the most commonly specified ite.ns and establishes the grade of ' device. Should the Drawings indicate a device other than thc9e listed herein without reference to catalog number, such device shall be of the same grade and manufacturer as like devices. Single Pole Switches Hubbell #1221 Duplex Receptacles Hubbell #5362 ' Duplex Receptacles-Isolated Ground Hubbell #5362-IG Switch with Pilot Sierra #5729R Dimmers Lightol.ier "Neptune" Series B. All wiring devices and plates to rt specification grade. Receptacles shall be mounted vertically unless otherwise noted. C. Devices and cover plates to be color coded as follows: ' Normal Ivory Emergency Red ' UPS Yellow Isolated Ground D. Flush floor receptacles to have brass hinged flap lids. Page 1 Division 16 Section 16140 Project #4121 ' PART 3 EXEC ON ' 3. 1 LABELING: A. Where switches control remote lighting or power outlets, or where switches in the same gang (two or more) serve different purposes, such as light, power, intercom, etc. or different areas, such as corridor and 1 outside, furnish engraved plates with 1/8 inch black letters indicating function of each switch or nutlet. END OF SECTION 1 1 ' Page 2 Division 16 Section 16500 Project #4121 t ''TVISION 16 - LIGHTING a PANT 1 1. 1 WORK INCLUDED: A. Provide light fixtures with lamps as herein specified ' and shown on the Drawings. 1.2 QUALITY ASSURANCE: ' A. If the catalog number of a specified fixture should conflict with the fixture description or the general lighting specifications, such conflicts shall be ' brought to the attention of the Architect prior to bidding. 1.3 SUBMITTALS: A. Submit complete and descriptive shop drawings in accordance with Section 01300. B. Verify that fixture description matches that which is indicated by the specified catalog number. C. All features mentioned in the fixture list shall be shown or mentioned on the submitted items. ' PART 2 - PRODUCTS 2. 1 ACCEPTABLE MANUFACTURERS: A. See Fixture Schedule List for acceptable manufactLrers. B. Requests for substitution of other products will be considered if submitted in accordance with Section 00100. ' C. Substitution requests for fixtures equal. to those specified shall include complete construction and ' photometric data including, if applicable, candlepower distribution curve, spacing to mounting height ratio, table of coefficients of utilization, isofootcandle' curve, ANSI beam spread classification, efficiency, etc. ' Page 1 i Division 16 Section 165( 0 Project #41: 1 eD. Shop drawings and substitution requests for fluorescent fixtures shall include the sheet metal gauge of the housing and the lens thickness, material, and pattern. 2.2 MATERIALS: ' A. No sockets having fiber insulating liners will be permitted. ' B. Polystyrene lenses and lenses less than . 125 inches nominal thickness shall not be permitted unless otherwise noted. C. Provide fixtures with ACL, damp or wet label if required for the application indicated. D. All recessed fixtures shall be free of light leaks. 2 . 3 BALLASTS: A. All ballasts shall be capable of providing reliable operation of the lamps at the lowest temperature normally encountered. B. Ballasts deemed excessively noisy shall be replaced ' without cost to the Owner. C. Fluorescent ballasts shall be Class P, premium grade, high power factor, with CBM/ETL and U.L. labels. ' D. Rapid start ballasts shall be electronic type and provide full light output. The two lamp input wattage shall not exceed 61 watts with 34 watt rapid start energy saving lamps. Third harmonic currents shall not exceed 25 percent. Ballast noise levels shall be at least 70 percent below permissible levels for an "A" rated ballast. Acceptable manufacturers are Advance, Triad, and Valmont. ' E. Three or four lamp Fluorescent fixtures arranged for 2 or 3 level lighting shall have ballasts wired in such a manner that a si,,gle switch shall not operate the outer ' lamps in some fixtures, and the inner :Lamps in others. one ballast shall. serve outer lamps and the other shall serve inner lamp(c) . ' F. All ballasts shall be Higher Power Factor (HPF) type, unless otherwise noted. Page 2 1 Division 16 Section 16500 Project #4121 2.4 LAMPS• ' A. Fluorescent lamps shall be 32 watt TS cool white rapid start. High intensity discharge lamps shall be either coated or clear as recommended by the fixture ' manufacturer. All incandescent lamps shall be 130 volt, inside frosted unless otherwise noted (except Halogen) . Acceptable ?amp manufacturers are Sylvania, General Electric, and Philips. B. All lamps and fixtures shall be in proper operation at the time of acceptance. EMT 3 - F'XECUTION 3.1 INSTALLATION: '�. Fixtures installed under this work shall be properly and adequately supported from the building structure except where ceiling construction, or other provisions are specifically designed to support the fixture units. B. Fixture supports shall provi0e proper alignment and leveling of fixtures, and shall be arranged to maintain ' the alignment at all times. The final decision as to adequacy of alignment shall be given by the Architect. C. All light outlets shall be supplied with a fixture. Outlet symbols on the drawings without a type designation shall have a fixture the same as those used in similar or like locations. D. Fixture stem or chain lengths for industrial reflector or bare lamp strip fixtures shall be appropriate for the space and for coordination with other work such as ducts and piping. Provide swivel hangers for stem-hung fixtures. E. Fixtures shall be left clean it the time of acceptance of the work and every lamp shall be in operation. The responsibility for cleaning or protecting fixtures from dirt, dust, paint, debris, etc. shall rest with the Contractor performing this division of work. F. Prior to the purchase of any fixture, the finish shall ' be verified with the Architect. ' Page 3 Division 16 Section 165n0 Project. #4121 G. Fixtures recessed into fire rated ceilings shall have an enclosi:re built around them which will not violate the fire rating of the ceiling. H. The contractor shall confirm that the specified fixtures are compatible with the ceiling system prior to ordering fixtures. ' I. Where fixtures are mounted under cabinets, in soffits, coves, or other physically restricting spaces, the contractor shall verify that the fixtures will fit the space prior to ordoring. END OF SECTION 1 1 Page 4 - CONTRACT DO GUMENT3 , FORt r T IGARD C: '1'RA �+*101 QW10 " ulmy. i ... Tigard, Ore aon F GTE Northwest, Incl:,rporat.ed _ r pp-(aJEcT No. 4116 GTE 5460.1501-•3CP0mIAA ENGINEERS & PLANNERS 19 NW, FTM AVENUE / PORTl.ANO, OMOON / (603) 222.1687 779 PARK AVENIIE j GCO3 BAY, OREOON (603) ". 9.1168 i C O N T R A C T D 0 U M E N T S FOR TICARD CENTRAL OFFICE REMODEL Tigard, Oregon ' GTE NORTHWEST INCORPORATED JUNE, 1992 PROJECT NO. 4118 1 W.O. NO. 5460-BO1-3CO01AA #2172 I' CHRIS D R i I' ND,OREGON t ' V H.G.E. , Inc. �� F 0�'�r. 19 NORTHWEST FIFTH AVENUE PORTLAND, OREGON 97209 (503) 222-1687 ' fax (503) 222-2754 t 1 TABLE 1F CONTENTS Invitation to bid (GTNW/8709) tInstruction to Bidders (AIA A701) Supplementary Instruction To Bidders (GTNW/8709) Bid Form (GTNW/8709.D) tOwner-Contractor Agreement (GTNW/L&B-00400) sample General Conditions of the Contract for Construction ' (AIA Document A201-1976) Supplementary Conditions (GTNW/L&B-8706) Division 1 - General Requirements Division 2 - Sitework Division 9 - Finishes ' Division 11 - Balancing Division 1„ Mechanical Division 16 - Electrical 1 r rThe AIA Documents which are a part of these Contract Documents are: Instruction to Bidders (AIA Document A701) rBid Bond (AIA Document A310) rSubcontractors List (AIA Document G805) Application and Certificate for Payment (AIA Document G702) rCertificate of Substantial Completion (AIA Document G704) Contractor's Affidavit of Payment of Debts and Claims r (AIA Document G706) General Conditions of the Contract for. Construction r (AIA Document A201-1976) r 1 r r r r r r 1 r r 1 1 AVAILABILITY OF CONTMCT DOCUMENTS Plans and Specifications will not be on file in Plan Exchanges. Plans and Specifications may be examined at: H.G.E. , Inc. , 19 NW 5th Avenue, Portland, OR (222-1687) H.G.E. , Inc. , 375 Park Avenue, Portland, OR (269-1166) or through arrangements with specific Contractors. Bishop Contractors 5141 SW Beaverton Highway Portland, Oregon 97221 Precision Construction 8025 NE Killingsworth ' Portland, Oregon 97218 Robertson, Hay & Wallace 1801 SE Grand Avonue Portland, Oregon 97214 1 r r GTE NORTHWEST INCORPORATED AN EQUAL OPPORTUNITY EMPLOYER INV-NATION TO IIID TO: Se1Pc-�•.ed General Contractors 0 You ar hereby invited to bid on a General Contiact to provide work including mechanical and electrical work for: Remodel of Tigard Central Office ' w.o. no. 5460-B01-3COOlAA ' The SCOPE of the work for the above referenced project will include but will not be lim.Lted to the following outline: Pavement repairs to the site, second floor mechanical remodel, _ partitioning, related electrical. ' BIDDING DOCUMENTS will be available for the purpose of bidding on June 5. . 1992 and may be obtained from: ' xxx From the ARCHITECT: H.G.E. , Inc. 19 Northwest Fifth Ave. Portland, OR 92709 1 From OWNER'S Office: ' xx You will be delivered or mailed the Construction ocuments automatically on the above specified date when a shown ofDinterest ' is received by the Architect. A Construction Document Deposit will not be required. All General Contractors shall be required to return all Documents in good condition within one work week following the Bid Date. Failure to do so may cause you Firm's name to be removed from the Prequalified Status. iNUMBER (COPIES) OF DOCUMENTS requested for use during the Bidding period shall be held to a maximum number of 3 sets for General ' Contractors. 8709 .A[Rev 12/87] 1 1 INVITATION TO BID THE TYPE OF BID required for this project will be in the form of 1 xxx LUMP (etipul4ted) SUM; Cost of the Work (time and material) plus a fee with a Guaranteed Maximum Cost. 1 SEALED BIDS in unaltered envelopes will be received for this project as required in the 'Instructions to Bidders' and will be delivered as set forth below: 1 mDelivered at or before 2:30 p.m. on June 17, 1992. TO: GTE/BOCC 1 19555 SW Rinnaman Aloha, Oregon ' Postmarked at or before 12:00 p.m. midnight on TO: (name) (address) TUE BID OPENING will be public and held at the offices of B.O.C.C. Inquiries may be made 3 working days following the above specified Bid Date as to the Bid results. 1 BID SECURITY will, XXX will not be required to accompany the Bid On this project. Where required, the form and amount will be as specified in the 'Instruction to Bidders' . GTE NORTHWEST INCORPORATED reserves the right to waive irregularities and to reject any or all Bids. 1 A "Show of Interest" shall be received no later than June 10. 1992 to be considered for bidding this project. 1 1 1 1 1 8709 .A[Rev. 12/871 1 STANDARD SUPPLEMEINTAR', -'NSTRLjC TIONS TO EIDDERS ' 1.0 INSTRUCTIONS TO BIDOERS The Instructions to Bidders AIA Document A701, third edition, May, 1978, Articles 1 through 9 inclusive, shall form part of these standard instructions to Bidders, and is incorporated herein as fully as if here setforth. ' 1.1 Bids shall be submitted in duplicate. 1.2 Delete the last sentence of subparagraph 4.2.I, under Article 4 in Its entirety. 1.3 Submission of Bids: 1.31 The term "sealed in opaque envelope" in Article 4.3 shall mean a self sealed envelope. Any Bid received in an envelope which has been opened prior to submission and taped shut shall be subject to resubmission or rejection. 1.32 Where the Advertisement for Bids requires the Bid to be "Delivered 1 at or before 2:30 p.m.", a grace period of 15 min. will be allowed for the sake of differences In time pieces. BIds which are received after that time will be held and returned unopened. ' 1.4 Delete paragraphs 6.1 & 6.2, under Article 6 "Post Bid Information", In their entirety. 1.5 Bonds Re uired 1.51 Bid Security: The Bidder shall submit with the Bid Security payable to G -NERAL TELEPHONE COMPANY OF THE NORTHWEST, INC. in the amount of five percent (5%) of the amount specified In said Bid. 1.52 Performance Bond: Simultaneously with the signing of the contract,' the successful Bidder must deliver to the General Telephone Company of the Northwest, Inc. when requested, an executed Bond In the amount of One Hundred Percent(100%) of the contract amount, as security for the faithful performance of the contract, protection against liens and the payment of 1111 obligations arising therefrom In the form as required in subparagraph 7.2.1 above. Cost of the Fond is not to be included in the total, amount of the Bid. GTNW will pay this cost directly when requested. ' 1.53 Surety`: The surety shall be any stock company or nonassessable mutual company from Best's Insurance Guide with Key Ratings ' (Latest Edition) and Rates A or be;:ter under General. Policyholders Ratings and that Rates AA or bet`-3r under Financial Ratings. ' 1.5 Delete subparagraph 8.1.1 under Article 8 in its entirety. 2.0 �AEnr iar.IFIEO STATUS: ' Failure to bid this project, after the expressed "Show of Interest" to the Invitation to Bid, may result in removal of your firm from this company's Prequalified General Contractors List. 3.0 PERMITS & ' Contractor will secure and pay for the building permit. Contractor secure and pay for all other permits, fees, inspections, etc. required by shall ordinance or specified in bid documents. 4.0 SITE INSPECTION: Access Into existing structures and secured areas during the bidding period will be arranged for by GTNW Land and Buildings Construction Engineer who may be contacted as noted In the specifications between the hours of 8:00 a.m. to 4:30 P.M. week days. 5.0 FORM OF CONTRACT: The form of contract shall be the General Telephone Company of the Northwest, Inc. Standard Owner - Contractor Agreement. 8709.C—(4--82) GTE NORTHWEST INCORPORATED AN EQUAL OPPORTUNITY McLOYER BID FORM FOR: Project: Tigard C. 0. Remodel w.o. no. 5460-B01-3C001AA Tigard, Oregon ' BASE BID: The undersigned, having examined the Bid Documents for the above referenced project and having inspected site, shown or described in the drawings and/or specifications, and providing for these and other conditions affecting the work, hereby agree to furnish all materials, equipment and labor and to complete the construction in accordance with the Bid Documents Drawings and Specifications prepared by: 1 B.G.B. , Inc. Engineers, 19 BIW 5th Avenue. Portland. OR 97209 Basic Bid rBid Unit "A" Paving Repairs $ Paving Overlay $ Bid Unit "B" Interior Work $ ' (including general contractors supervision, P&0) . ' TOTAL BID $ Dollars ($ ) Unit Prices 1) Additional paving repairs, add $ per sq. ft. ' 2) Additional paving replacement, add $ per sq. ft. 1 1 TIME OF CQMPLETIQN w.o. no. 5460-B01-3C001AA The undersigned has carefully considered all facto_s affecting ' progress and completion of the proposed construction and hereby agrees, if awarded the contract, to SUBSTANTIALLY COMPLETE this project by July 31, 1992 and to bring this project to a FINAL COMPLETION in _ 14 additional calendar days from the notice to proceed and furthermore, will enter into a contract as provided under the Instruction to Bidders and Standard Form of Agreement. CONTRACT DOCUMENTS: The above bid includes all work indicated on the drawings referenced above, numbered 1,2.3, M-1, -M-2, E-1 and Specifications, all dated June,__1"2. ADDENDUM ' This Proposal includes all work indicated and specified in the following addenda which were received during the time of Bidding: No.__Dated; : No. Dated.;-: No. Dated; GTE NORTHWEST INCORPORATED --OPTION It is i►_nderstood and agreed that in receiving the Bid, GTE Northwest Incorporated assumes no obligation to enter into a Contract for the work, and that GTE Northwest Incorporated may, at its option, reject any and all Proposals. SCHEDULE OF VALUES: ' An itemized Schedule of Values shall be included with bid. Values shall be itemized into major divisions of Contract Documento. Provide total demolition costs for the project. UBCONTRACTOR LIST Include in Bid, a list of major subcontractors to be used on the project. 1 DISTRIBUTION OF FUNDS The undersigned further agrees, if awarded the Proposal, to participate with GTE Northwest Incorporated personnel in segregating the Base and Alternate Bids into various accounting categories as required by the Federal Communications Commission within ( 10) working days from the Notice of Award. BONDS (a Bid Bond and Performance Bond will not be REQUIRED) . aSurety to be used N/A Executed at on _ ' City State - t 1 w.o. no. 5460-BO1-3COO1AA ' BID ACCEPTANCE PERIOD: It is finally understood and agreed that all above facts of this Bid are held and remain valid until ' BIDDER: Legal Name State where Incorpor"ted City State Zip Code SUBMITTED BY: Typed Name of Signature TYP g re Legally Binding Signature Title Date Telephone No. 1 � 1 r 1 1 1 1 1 1 r r ' 60413? - 4/82 L & 8'00400 WASHM4 TON, IDAHO ' MONTANA, AND OREGON OWNER/CONTRACTOR STANDARD AGREEMENT . IT IS AGREED thisday of between GL, ZA,L TELEPHONE CCMPANY OF THE NORTHWEST, INC., hereinafter called "Owner" and (Name) ' (Address) ' hereinafter called "Contractor" that: ` , ' ARTICLE is THE CONTRACT L.00:i..1MENTS 1.1 The Contract Documents consist of this Agreement of six (6) pages; AIA ' Document A201 "General Conditions of the Contract for Cans i "General Telephone Company of the Northwest, Inc. Su lementauction" tons),pp ry !on" (8720 5/82), Project Manual, specifications, and pages of which are enumerated In ethe Table of Contents; the Drawings numbered and Addenda numbers Issued prior to executio thereto. fn of this Agreement and all modifications ications Issued subsequent ' 1.2 Terms used In this Agreement g ement are defined In the Genera' and Supplementary ' Conditiuns of the Contract and shall have the meanings designated. 1.3 Where conflicts arise between the Documents and this Agreement, the Agreement shall govern. ARTICLE 2: THE WORK ' 2.1 The Contractor shall supply aII materials labor, equipment and appliances as set forth In the Contract Documents or as necessary to accomplish the required Work of this Project. 1 1 r2.2 The Cont;actor shall perform this Work for the Project entitled: ' W.O.# Olocated at ' 2.3 The Contractor shall comply with all laws, ordinances, codes, rules and regulations of the Stats, County, Municipal and all other governing bodies jurisdIcticn, a having pplying to the Work being done under this Contract and shall carry all compensation insurance; pay all Social Security taxes covering aliere employed; and shaiI carr F ons y public liability and property damage Insurance, as determined necessary by the Owner in the attached Supplementary Conditions. An ' appropriate "Certificate of Insurance" evidencing the required insurance coverages shall be filed by Contractor with Owner. Contractor shall pav for 811 labor used In the performance of the Contract at not less than the rates prevailing in the same area for the respective kinds of work performed. ART'CLE 3: ,ARCHrECT/GTNW CONSTRUCTION PROJECT CO-ORDINATOR 3.1 The Architect for the Project is: Name: ' Phone: Address: ' 3.2 The GTNW Construction Project Co-Ordinator for the projec'. Is: Name: Phone: 1 Address: ARTICLE 4: TIME OF COMMENCEMENT AND COMPLETION 4.1 Performance under this Contract shall commence within five (5) days after the execution of this Agreement by both parties to the Contract, and shall be substa,it,-illy completed by the day of 19 1 e 4.2 From the Contract sum, as stipulated p lated in Article 5.1 of this Agreement to be paid hereunder, the Owner is hereby given the right to withhold or obtain the amount of ' ( Oollars for each day after the above stated date of substantial completion, including Saturdays,'Sundays and Holidays. This amount Is hereby agreed upon as the proper measure of liquidated damaoes that the Owner will sustain per diem by the failure of Contractor to substantially complete the work. This amount is not to be construed as a penalty, but is deemed a reasonable amount agreed upon by the ' Owner and Contractor to crmpensate the Owner for financial loss due to dela caused by Contractor and for the inconvenience y to the Owner In not being able to occuNy the structure. ARTICLE 5: CONTRACT SUM 5.1 The Owner shall pay the Contractor for the performance of the Work, subject to additions and deductions by Change Order as provided in the conditions of the Contract, the Contract surn of ' Dollars ($ ) as a lump sum amount. 5.2 The Owner may, by written Change Order Issued to Contactor, make changes In the construction required by the Contract. All provisions of the Contract shall applysuch changes, with the same effect as If they were originally embodied therein.. 5.3 If the above mentioned changes result In additional cost to the Contractor said additional cost plus fifteen percent (154 ) overhead and profit shall be added to the contract sum. If such changes result In decreased cost to Contractor, the ' actual savings shall be deducted from the Contract sum. ARTICLE 6: PROGRESS PAYMENTS 6.1 Based upon "Application and Certificate for Payment" AIA Document G702 and G702A/G703 submitted to the Owner by the Contractor and as approved by the 1 Architect, the Owner shall makero p gress payments on account of the Contract 1 Sum to the contractor as provided in the conditions of the Contract and as follows: a. On or about the tenth (10th) day of each monthy _ ninet f ftve percent (95?'0) of the proportion of the Contract Sum shall be paid to the Contractor which Is Properly allc•=able to labor, materials and equipment incorporated in the Work ' and to materials and equipment suitably stored at the site (or off site as tagreed upon ire w1_:t1nq by both parties) up to ten (10) days prior to the data on which the Application for Payment Is submitted, less the aggregate of ' previous payments in each case. b. Upon Substantial Completion of the entire Work, a sum sufficient to increase the total payments to ninety-five percent95°b ( ) of the Contract Sum shall be made t,) the contractor, less such retainage as allowed for all incamplete work and unsettled claims. 6.2 The Owner reserves the right to hold payment on any or all invoices under investigation due to error, lack of information or support by the contractor, until sold Investigation Is resolved. ARTICLE 7: FINAL PAY1ME.NT 7.1 Final payment constituting the entire, unpaid balance of the Contract Sum, ' shall be paid by the Owner to the Contractor only- after AIA Document G704 "Certificate of Substantial Completion" and associated Punch List (if applicable, tfully satisfied), AIA Document G706 "Contractor's Affidavit of Payment of Debts ' and Claims", AIA Document G706A "Contractor's Affidavit of Release of Llena" (if applicable) and AIA Document 0707 "Consent of Surety to Final Payment" (if ' applicable) have been fully executed and filed with the Owner. _ ARTICLE 8: MISCELLANEOUS PROVISIONS ' 8.1 The Contractor, unless notified to the contrary, shall at the f • e time o. execution, and delivery of this Agreement, furnish, at the Owner's own cost, a fully executed AIA Document A311 "Performance Bond and Labor and ,'vlztmria! ' Payment Gond" !I, the amount of one hundred percentum (100%) of the Ccnt Sum, with Sure ,. r3ct Surety thereon acceptable to Owner, to insure faithful performance of ' the Contract, protection against liens and the payment of all obli therefrom. gaticns arising - 8.2 Contractor agrees fully to indemnify and savL Owner harmless from and against all claims or acticns, and all expenses incidental to the defense of an such claims or actions, lncludin y g reascnable attorney fees and costs incurred, alleged to be based upon or arising out of damage or Injury (including death) toe property caused b p teens or ert ' y or sustained in connection with the performance of the Contract or by conditions created thereby, and among other things, If requested V ' Owner, to assume, without expense to Owner, the defense of any such claims or actions. ' 8.3 Contractor agrees not to assign the Contract or sublet it as a whole without the written consent of Owner, nor will Contractor assign any monies due or to become due, hereunder, without the previous written consent of Owner. ' 8.4 The Contractor warrants that this project shall be free from defects resulting from faulty workmanship and/or materials for a period of one year after the date ' of the AIA Occument G706 "Contractor's Affidavit of Payment of0 Claims." ebts and ' 8.5 The Equal Employmen_ Opportunity Clause In SectIen 202, Paragraphs 1 through 7, of Executive Order 11246, as amended, relative to Equal Employment Opportunity and the Implementing Rules and Regulatlons of the Offticp of Federal ' Contract Compliance, are Incorporated herein by specific reference. e This Agreement executed the day and year first written above. OWNER ' *C0NTRACT0 , ' TITLE ` TITLE ' * NOTE SIgnature must be by person having authority to legally bind this firm to the above terms. Failure to provide legally binding signature will result In retraction of this Agreement 1 1 GENERAL TELEPHONE COMPANY OF THE NORTHWEST, INC. 1 SUPPLE�iMENTARY CONDITIONS SUPPLEMENTS The following supplements modify, change, delete from or add to the " Conditions of the Contract for Construction, AIA Document A201-1976, Thirteenth Edition". Where an General Paragraph, P y Article of the Genera! se Conditions is modified or any Subparagraph, or Clause thereof Is modified or deleted b supplements, the unaltered provisions of that Article, Paragraph, Subparagraph,eor Clause shall remain In effect. 1.2 EXECUTION, CORRELATION, INTENT AND INTERPRETATION Delete entire Subparagraph S 5 p 1.2.1 and replace with the following new subparagraph: 1.2.1 Where required by the Owner, the Contract Documents shall be signed in not less than duplicate by the Owner and the Contractor. 9 1.3 OWNERSHIP AND USE OF DOCUMENTS 1 1.3.1 Delete reference to the phrase "his property" at th and .replace with the phrase "the Owner's property.,' a end of the first sentence the third sentence and replace with thq term "Onef,Delete the term Arr_hItect" In ARTICLE is OWNER ' 3.2 INFORMATION ANO SERVICES REQUIRED OF THE OWNER Delete subparagraphs 3.2.1 In entirety. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 Add the following sentence to this subparagraph: t The form of Application for Payment shall be AIA Document G702 " and Certification for Payment", supported b Application "Continuation Sheet y AIA Document G702A/703, ARTICLE II_ INSURANCE 1L1 CONTRACTOR'S LIABILITY INSURANCE ' 11.1.1 Insert after the word "maintain" In the first IIne Of this subpar agraph the fallowing phrase.- 8720'.0 hrase:8720.0 (5/82) 1 Inc, In a company o do business in the state or companies licensed t Project is lccated"• in which the ' Add the follc,.vinc ne,.v subparagraph: 11.1.1.7 Liability Insurance shall include all major divisions of a a comprehensive basis including: coverage and be on I. Premises Operations (including X_c/U as applicable) 2• Independent Contractors Protective 3• Prcducts and Completed Operations 4• Personal Injury Liability with Employment Exclusion deleted 5• • Con tracti:al-including specified provision for contractors obligation ' e• Owoer, non-owned and hired motor vehicles 7• Broad Form Property Damage including Completed Operation e• Umbrella Excess Liability 11.1.2 Add the following statement: '?he Insurance not less than the followin required shall be written for I. WORKERS' COMPENSATION: (a) gate (b) Applicable Federal (e• Statutory ' (c) Employer's Liability g•' Longshoremen s) Statutory 2. COMPREHENSIVE GENERAL LIABILITY (Inc luding1P0e0m0es Operations) Independent Contractor's Protective; Products and Completed Operations: 1 Broad Form Property Damage: (a) Bodily Injury: $500,000 ' $1,000,000 Each Occurence (b) Property Damage: Aggregate $500,000 $1,000,000 Each Occurence ' (c) Products and Completed Operations to bemaintained far g egat after final payment. one year (d) Property damage Liability Insurance shall provide X, C or U ' coverageas applicable. 3. C'ONTRAC'TUAL LIABILITY: (a) Bodily Injury: $500,000 (b) Property Damage: Each Occurence $1,000000 Each Occurence 4. PERSONAL. INJURY, WITH EMPLOYMENT EXCLUSION DELETED: $1,000,000 S. COMPREHENSIVE AUTOMOBILE LIABILITY: Aggregate ' (a) Bodily Injury: $500,000 l=ach Person gl,aco,000 ' (b) Property Damage: Each Accident $1,000,000 NO'_E: Where the Slate in which this project Is beingEach Occurence has a no-fault automobile Insurance requirement, the Contractorperformeshall make certain that coverage is provided which conforms to any specific stIpu- Iaticn in the law.6. AIRCR:=.r_T LIABILITY (owned and non-owned) when applicable: O 7• WATEContractor shall propose limits for the Owners a rovul. Contractor LIABILITY (owned and non-Owned) when applicable: Contractor shall propose limits for the Owners approval. 11.3.4 Delete entire subparagraph 11.3.4 and replace with the fallowing new subparagraph: g 11.3.4 Evidence of insurance by owner will be provided the contractor upon request. ' ARTICL`5: EQUAL OPPORTUNITY q 15.1 POLICIES OF EMPLOYiNfENT ' The Contractor shall maintainoli P cies of employment as follows: ' 15.1.1 The Contr actor and all Subcontractors shall not discriminate against an employee or applicant for employment because of race, religion, color, sex or national origin. The Contractor shall take affirmative action to Insure that ' applicants are employed and that employees are treated during employment with out regard to their race, religion, color, sex or national origin. Include, but not be ltmitd to the following: employment, upgrading, demotion or transfer: recruitment o.r recruitment advertising; layoff org Such action shalt pay or other form's of compensation; and selection y for training,�aIncluding sof ' prenticeship. The Contractor agrees to post In conspicuous places, available to employees and applicants for employment, notices setting forth the policies of ' nondiscrimination. 15.1..2 The Contractor and all Subcontractors shall, In 811 solicita-tons or ' advertisements for employees placed by them or on their. behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex or national origin. 8720.0 (5/82) t . GENERAL TELEPHONE COMPANY OF THE NORTHWEST, INC. 1 CONTRACTORS LIABILITI'INSURANCE REQUIREMENTS Liability Insurance shall include all major divisions of coverage ' comprehensive basis including: and be an a 1. Premises Operations (including X_C/U as applicable) 2. Independent Contractors Protective ' 3• Prcc 4• ucs and Completed Operations 5• Personal Injury Liability with Employment Exclusion deleted. Contractual-includin cblic_t:on. r, g specified provision for Contractor's i6. Cwer, non-owned and hired motor vehicles. 7. Erced Foran property Damage including Completed Operations. 8• Un'crella Excess Liability The Insurance required shall be written for not • required by law; less than the following, or greater if ' I. WORKERS' COMPENSATION: (a) State (b) Applicable Federal (e.g., Longshoremen's): Statutory (c) Emclover's Liability Statutory 2. COMPREHENSIVE GEN $100,00 .ERAL LIABILITY(including Premises Operatiionns)0 Independent C011tractor;' Protective; Products and Completed Operations; Broad Form Property Damage: (a) Bodily Injury: $500,00o.00 ' $1,000,000.00 Each Occurrence (b) Prcpe:•ty Damage: Aggregate $500,000.00 ' $1,000,000.00 Each Occurrence re (c) Products and Completed Operations to be maintained forgte one year after final payment. (d) • Property Damage LIability Insurance shall provide X, C or U coverage as applicable. 3. CONTRACTUAL LIABILITY: (a) Bodily Injury: ' $500,000.00 (b) Property Damage: Each Occurrence $1,000,000.00 4. PERSONAL INJURY, W�EMPLOYMENT EXCLUSION DELETEach ED: Occurrence 5. COMPREHENSIVE AL TOM OBILE LIABILITY: Aggregate (a) Bodily Injury: $500,000.00 $1,000,000.00 Each Person (b) Property Damage: Each Accident ' $1,000,000.00 NOTE: Where the State In which this project is bein Each Occurrence has a certain nofault automobile Insurance requirement, the ContrractorPerformeshall make that covera Stipulation in the law.9e Is Provided which conforms to any specific 1 6. AIRCRAFT LIABILITY (ownedand _ ) when Contractor shall propose limits nforhe Owner's approval. 1 7. WATERCRAFT LIABILITY (owned and non-owned) when applicable: Contractor shall propose limits for the Owner's approval. 8701.E (12/82) Division 1 General Requirements Project #4118 DIVISION 1 - GENERAL REQUIREMENTS 1A, GENERAL 01. Organization. a. The specifications are abbreviated of "streamline" type and frequently include incomplete sentences. The omission of words or phrases such as but not limited to: "the Contractor shall", "in conformity with", "shall", "shall be" , "as noted", "according to the plans", "a", ' "an", "the" , and "all" are intentional. Omitted words or phrases shall be supplied by inference, in the same manner as they are in notes on the drawings. Titles and headings are a part of the specification, the same as the next of the article or paragraph. b. Divisions in these specifications conform generally to customary trade practice Pnd are intended for convenience, only. The Architect is not bound to define the limits of any subcontract and will not enter into ' disputes between the Contractor and his employees, INCLUDING SUBCONTRACTORS. 02. Definition. 1 a. "Provide" : "furnish and install", or "furnish labor and materials required for installation, ready for use and ' under the terms of the Contract Documents . " b. "As shown" , "as indicated", "as detailed", "as noted", or words of similar .reports; refer to Contract Documents. C. "Selected" : "as selected by the Architect" . d. "Approved" : equal quality and performance to that specified and "approved by the Architect" . e. "For approval" : "for the Architect's approval . " UMMARY OF THE WORK 01. The general scope of the work includes the second floor mechanical remodel, office work and parking lot patching and overlaying. 1 Page 1 1 1 ' Division 1 General Requirements Project $4118 1 02. Unit Prices. a. *dditional paving repairs. Add on a per square foot basis of surface area for additional repairs as may be selected by tra owner. 1 b. Additional paving overlay. Add on a per square foot basis of surface area for additional paving overlay as may be selected by the owner. ' 03. Fire Alarm and Suppression System. As part of Basic Bid, Contractor shall pay any costs associated with fire detection. a. No revisions co fire detection anticipated. b. Any work on fI.re alarm system shall be :)y 3D Fire Protection Systems, Portland, Oregon (503) 221-0299, (Dave Butz) . SPECIAL P.EOUIREMENTS 01. Site Examination. Refer to General Conditions, Article 1, 1 Subparagraph 1.2 .2 . 02 . Change Orders. Note that General Conditions refer to profit and overhead markups. They shall refer to subcontractors and ' general contractors. Maximum markup allowed for each trade is 15%. 1 03. Layout. a. Layout work and certify locations and elevations. Conform to drawings and furnish record drawings shown deviations from Contract Documents in dimensions and/or elevations. Record drawings shall be submitted on a clean set of drawings. do not scale the plans. 1 Contractor to field verify all dimensions. b. The engineer shall mark the pavement patch areas for saw cutting. 04 . 04 . Scheduling. 1 a. Within five (5) days of signing the Contract, the Contractor shall submit to the Architect for approval a construction schedule in accordance with Article 4. 10 of t:is General Conditions. (Schedule shall include equipment delivery dates. ) Page 2 1 Division 1 General Requirements Project #4118 (01) Schedule shall be in the form of a horizontal bar chart. Schedule shall include noting of a critical ' path of dates and activities required to complete t;ie project on or before the date of substantial completion. (02) Scheduling of materials and work on site is critical for the progress of the project. b. M.O.P. Mop's Methods of Procedure shall be included for work as noted below. (01) Disconnection of HVAC units. (02) MOTS shall be completed on a form as provided by GTE. It shall abe submitted to the GTE supervisor with dates and timers when the work shall be accomplished. Completed form must be signed and forwarded to GTE, Everett prior to beginning work ' (a faxed copy of the original is acceptable) . C. Signing of Contract is deemed evidence the construction ' time set forth in the bid form is a realistic and reasonable time required for completion of this work. d. Extensions of time and extra payments will not be ' authorized for overtime work or premium price purchases necessary to complete work within scheduled time. ' e. Pre-Bid Conference. See invitation to bid. f. Pre-Conbtruction Conference. Schedule immediately ' following date of signed contract. (01) Minimum Attendance. GTNW representatives, Architect, Contractor, major sub-contractors, job superintendent. (02) Items requiring contractor's response will be announced prior to the meeting. g. Schedule of Values. See Article 9 .2 . 1. of General Conditions . (01) Submit with bid form at the time of bid. ' Page 3 1 ' Division 1 General Requirements Pruject #4118 (02) Itemize separate line item costs for each of the following general cost items, field supervision and ' layout, temporary facilities and controls, demolition for all trades and generator, transfer switch. 1 h. Progress Reports. Report on daily )rogress of the work using Contractor's Daily Progress Report enclosed at end of this division. Completely fill out including 1 inspector's present, visitors to site, field or change orders received. Submit reports to Architect for distribution weekly. 1 i. Progress Meetings. Progress meetings will be held regularly during construction at the site to answer questions and review progress of the work. Meeting time will be determined during construction. 05. Superintendent. The superintendent in this paragraph is 1 defined to mean a full-time superintendent who is expected to be at the job site for the full day and throughout the entire work week, whose sole responsibility is to construct, 1 coordinate and expedite this single project, only, during the full construction period. 05. Working Area. a, Cooperate with the Owner in coordination and allotment of storage and working areas. 1 b. Confine all construction operations including parking of vehicles and storage of materials and equipment to the 1 Owner's property. Arrangements for use of any required property outside this area is the responsibility of the Contractor. 07 . Material Safety Data Sheets. a. Prior to beginning work, contractor to provide to owner 1 material safety data sheets (M.S.D.S. ) for all required materials to be brcught onto site. b. Contractor shall have M.S.D. sheets on site at all times during construction. 08. Cleaning Up. Upon completion of any portion of the work, promptly remove temporary facilities generated by that portion of the work, including surplus materials used in protecting 1 Page 4 Division 1 General Requirements Project #4110 portions of building, equipment and machinery, if so directed by the Architect or the Owner. Upon completion of the work, 1 completely remove remaining temporary facilities. 1D. TEMPORARY FACILITIES 01. Job Office. Contractor's Option. If Contractor elects to provide a job office, placement shall be made to minimize impact during Construction. ' 02 . Barricades. a. Erect: barricades as necessary to control access to the construction site by unauthorized persons and as required to prevent injury to persons or damage to property. Construction to conform to UBC, ASF.A, and the requirements of other regulatory agencies havirg jurisdiction. ' b. Neatly assemble and firmly brace. C. Maintain as required during construction period. d. Remove prior to final acceptance and patch and repair surfaces damage by erection of barricades to original condition. ' 03 . Toilet;. Contractor may use Owner's facilities. Contractor to coo•.+erate with Owner on keeping facilities clean. 04. Tempo4-sry Utilities. a. Temporary Power and Light. Use exi,3ting convenience outlets in the building. Coordinate use with Owner. Contractor to provide any special electrical service required by himself or subcontractor. b. Temporary Water. Connect to existing hose connections at building. ' C. Telephone. Contractor may use Owner's telephone. Any long distance calls to be charged to a credit card. 1E. SPECIAL CONTROLS O1. Excessive Noise. Page 5 ' Division 1 General Requirements ' Project #4118 a. All equipment shall have muffling devices in good working order at all times. Equipment not so ecpUpped will be ' removed from site. b. Obey local ordinances regarding beginning and termination ' of regular work days. Cooperate with Owner in discontinuance of certain operations during critical periods . Keep Owner advised in advance of operations which will cause excessive noise. 02 . Work After Normal Operating Hours. a. Obey local ordinances regarding beginning and termination of regular work hours. Some tasks may be accomplished after normal hours. Ob. Contractor shall pay all additional labor costs at no additional cost to Owner. 03. Rubbish and Debris. a. Dispose cf accumulations of rubbish and debris in ' satisfactory manner. b. Handle debris in accordance with rules and regulations of the local regulatory agencies. 04. Dust control. During the entire period of construction, the Contractor shall exercise all reasonable and necessary means 1 to abate dust from the Owner's property (exterior and interior) . ' 05. Moisture Infiltration. Protect building and interior finishes from water damage during construction. 06 . Restoration of Existing Improvements. Except as shown on the ' plans or as provided elsewhere in these spdcificaticns, the Contractor shall, at his expense, repair or replace curbs, sidewalks, driveways, utilities, street surfaces, interior finishes and any and all structures and substructures damaged by his operations. These repairs and .replacements shall be similar and equal in every respect to those now in place and acceptable to the Architect and shall match the existing adjacent construction in thickness and finish. Page 6 t 1 Division 1 General Requirements Project X4118 ' 1E, , SUBMITTALS SHOP DRAWINGS) ' 01. Provide information submittals where required in each division. Submit to the Architect with at least forr copies (five copies when approval by electrical, mechanical or structural is required) . 02 . Submittals shall be reviewed and approved or modified by General Contractor prior to forwarding to Architect. ' 03. Submittals to have as a minimum: ' a. Project Name, Suppliers Name and phone number. b. Connection details to other trades. ' C. Note items shown that are not supplied with submitted item. ' d. Number required and referenced to Contract Document details. e. Note items, information required by consultant (colors, etc. ) . 04. Architect will not stamp submittals, in lieu, will attach a transmittal with concerns, corrections, etc. 05. Submittals not specifically required, but submitted will be reviewed with comments as if required. 06 . Where critical; Contractor shall note delivery dates required ' and dates as to the return of submittals when this is critical to the schedule of the project. 1G. PROJECT CLOSEOUT 01. General. Prior to final payment, certificates and other designated items required by the Contract Documents shall be submitted to the Owner through the Architect. 02. Form. All required documents except record drawings shall be submitted in three copies. 03. Required Closeout Submittals. a. "Certificate of Substantial Completion" AIA Document G704. Page '7 Division 1 General Requirements Project #4118 b. "Contractor's Affidavit of Payment of Debts and Claims" AIA Document G706. ' C. "Release of lien©" (if project is liened) . G706A. d. Consent of Surety to Final Paymeai. AIA Document G707. 04 . Project Record Documents as described in Section 1C.02.a. 05. Operation and Maintenance literature of all materials, mechanical and electrical equipment furnished under this Contract (including complete nomenclature of all replaceable parts, their part number and name) . Provide three (3) complete manuals in hard cover 3-ring binders with permanent printed title of project and work order number on cover. Each manual shall be divided into the following sections by dividers with typewritten labels: 1. Table of Contents. 2. List- Lf Architect and Engineering Consultants. ' a. Firm Name b. Contact Person C. Firm Address d. Telephone Number 3. General Contractor and Subcontractors' List ' a. Division of Work Performed b. Firm Name C. Contact Person ' d. Firm Address e. Telephone Number 4. Guarantees, Warrantias and Bonds a. Letter From General Contractor stating the one year guarantee for their work and the starting date of ' the guarantee period b. Letter of guarantee and warranties from the applicable subcontractors and manufacturers C. Applicable Bonds ' Page 8 1 1 Division 1 General Requirements Project #4118 5. Color Selections for the Building Materials ' a. List of Building Materials b. Material Manufacturer C. Color number and color name if applicable ' 6. General Construction a. Door and Finish Hardware ' b. Building materials and special equipment requiring maintenance and replacement pars C. Roofing maintenance 7. Mechanical Items ' a. Plumbing b. HVAC System C. Controls d. Special equipment of devices requiring maintenance ' or replacement parts B. Electrical Items a. Panels b. Light Fixtures ' C. Special equipment or devices requiring maintenance or .replacement parts 9. Generator, Transfer Switch, Day Tank ' 10. Diesel Tank, plumbing and monitoring system 06 . Guarantees, Warranties and Bonds as specified in "Part 1" of the respective specification section shall be included in the Operation and Maintenance Manuals. 07. Deliver evidence of compliance with requirements of governing authorities: ' a. Certificates of. Inspection for: (01) Mechanical (02) Electrical b. Certificate of Occupancy Page 9 Division 1 General Requirements Project #4118 ' 1G. GUARANTEES ' 01. Guarantee materials and workmanship for a period of one year from the date of issuance of contractor's affidavit of payment of debts and claims AIA G706, or for such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents. 02. Written guarantees to be as called for above. The general format of the guarantee shall be as follows: ' Address to the Owner: GTE NORTHWEST, INCORPORATED PO BOX 1003 GENERAL OFFICE, 4-LB EVERETT, WASHINGTON 98206 (I) , (We) , (insert names of Subcontractor and General Contractor) , guarantee all workmanship and materials provided ' at the above project for a period of one year from the date of issuance of contractor's Affidavit of Payment of debts and claims. ' Page 10 ' C;:7LPA(=R'S pan v MRK REPORT 1. Ccntzact-cr: 2. P-roject Title: ' Zocaticn: GTNW W.0.n 3- CantMc t Cate' Ccnt=act Time Elapsed Tire Time E:ctensicn ,ays Ccmleted Ccntract-.X? Date cf Substantial Ccpleticn Contract-,al Date of Fina], Cc�pletion ' SECTION t SL'EG`JDJ'1�=r'.CIL� u R I ,r NMV11,1 I I I I I I I � I 4. Weather Conditions: Rain Snow ice Wind Sun C►ther Teull-w—ratures: / 5. On Site Inspections / Observaticns: Arch - Engr -- Test Lab Building Official - Consillt..ant Other 6, Have required submittals for all equipment / materials delivered to the job be-...n approved by the Contractor a d reviewed by the Architect? YE�--_% N if NO, list exceptions:_ 7. Are on site Ccnstruction Drawings / Specs up to date? Y N S. General Ccttae : ' Prepared by: Date _ Report TM__ Reviewed by: GTNW Fortrl [8016.A(6/87) ] 1 1 Division 2 Sitswork Project #4118 DIVISION 2 - SITEWORK ' 2A. GENERAL O1. The General Conditions, the Supplementary General ' Conditions, Special Conditions and Division 1 Special Specifications are a part of this Division. ' 02. Carefully maintain bench marks, monuments and other reference paints. If disturbed or destroyed, notify Engineer and pay for their replacement. 03. Materials supplied under this Division shall be as specified or equal. Equivalency shall be established at least 5 days prior to bid. See the General and OSupplementary General Conditions. 2B. "OORDINATION 01. Contract shall notify manager of Tigard Central Office 48 hours prior to commencement of work. 2C. ASPHALT CONCRETE PAVEMENT PATCHING O1. General. This item includes furnishing all labor, materials mnu equipment necessary for the construction oi: asphalt pavement patching, including base aggregate, tack coat and Class "C" asphalt concrete patching. 02. Materials . a. Base Aggregate shall conform to ODOT Standard Specifications Table 02630• :, 3/411-0. b. Tack Coat shall conform to SS-lh or approved equal. ' C. Asphalt Concrete shall conform to ODOT C1.C. See Division 2F for hot plant mix and delivery specifications . d. Hot applied rubberized asphalt compound, CRAFCO Parking Lot Sealant (No. 34200) or approved equal. ' It shall comply with ASTM D3407 . ' Page 1 1 Division 2 Sitework Project #4118 ' 03. Workmanship. a. The excavating for this pavement repair work shall not be more than can be properly patched during one day's work. At the completion of a day's work the ' .lane shall be fully restored and opened to traffic. Patch sawing can proceed ahead of excavation work. Excavation and material replacement procedures used by the Contractor shall not result in breakage of ' the existing pavement along the saw cut edge. b. The Contractor shall supply, install and maintain ' traffic control barricades, signing, cones and flaggers as necessary to properly control the vehicle and truck traffic on this main thoroughfare. C. Remove and replace pavement and sub-base in areas indicated on plans and as directed in the field by the Engineer. d. All patch areas shall be cut to provide a vertical ' face either by cutter wheel, air hammer or saw cutting. e. Exce-ate a depth of it inches of the existing sub- base/sub-grade and replace with mechanically tamped base aggregate backfill to a depth as shown on plans, compacted to 95% of the maximum dry density 1 as determined by AASHTO T99 . The sub-grade shall be thoroughly compacted before placement of the sub-base aggregate. ' f. Clean and apply tack oil to the pavement vertical edges. g. Place patch mix (ODOT C1 .C. ) to a finished compacted thickness of five (5) inches. ' Mechanically tamp or roll as required to accomplish the specified density and a uniform surface matching the adjoining pavement. The hot mix shall be placed and compacted in 2 lifts as indicated on ' plans. Apply a fog tack coat to the first patch layer before placing the second patch. ' Page 2 1 I� ' Division 2 Sitework Project #4.118 h. All pavement patch joints shall be cleaned by air nozzle (minimum 90 psi) blasting to remove digit, sand, moisture or other contaminants from joint surface. Edgers of the pavement shall be dry at the start of this work. Air and pavement temperature ' shall be 40oF or higher. Apply a sand dusting to the sealant to prevent pickup by tires. Provide traffic control during this work. i. The traffic lane street surface shall be kept swept throughout the work and a final sweeping and washing will be required at the completion of the e work. J . Mixing Plant - Asphaltic concrete shall be proportioned and mixed to produce a mixture within the job mix formula. The batch plant shall be consistent with ODOT Standard Specifications for Highway Construction 00540.20. A job mix formula shall be supplied for the Engineer's review. It shall be a design having a recent proven performance, used by ODOT for main arterials with industrial truck traffic, Heavy Duty ODOT 00745.02. Definitions following Heavy Duty Subsections . Compaction requirements shall be 97% ' of the Marshall Mix, Design maximum density at optimum oil content. Hauling and placement procedures shall be consistent with ODOT Specifications 00745.48. i 22D. CRACK SEALING 01. General. a. Designated cracks shall be cleaned by air nozzle (minimum 90 psi) blasting to remove dirt, vegetation and sand from the crack surfaces . Edges of the pavement shall be dry at the start of this work. Air and pavement temperature shall be 40oF or higher. All loose particles shall be blown out of the joint prior to sealing. Squeegee finish the ' sealed joint. Apply a sand dusting to the sealant to prevent pickup by tires. Provide flaggers and traffic control during this work as necessary. Page 3 Division 2 Sitework ' Project #4118 02. Materials. a. Hot applied rubberized asphalt compound CRAFCO Parking Lot Sealant (No. 34200) , or approved equal. It shall comply with ASTM D 3407 . 03. Workmanship. a. Sealant shall be melted in a double jacketed boiler equipped with a mechanical agitator and temperature thermometers. Prepare sealant for application consistent with manufacturer's guidelines. 2E. TACK OIL ' 01. General. This work conei.sts of placing asphAlt emulsion as a tack oil on the surface to be overlaid. 02. Materials. a. Asphalt emulsion - SS-1h. 03. Workmanship. a. The asphalt distributor shall: c be designed, equipped, maintained and operated ' so asphalt may be applied. O Uniformly with uniform pressure. ' C On variable widths of surface up to 13 feet. C At readily determinable rates. C With variation of not more than 10% from the spec-' fied rate. o have: C A full circulation spray bar,, adjustable laterally and vertically. n A pump with pressure gauges. C A thermometer measuzing the tank content temperature. O Accurate volume measuring devices or a calibrated tank. C A tachometer. Page 4 e ' Division 2 Sitework Project #411.8 b. Apply tack coat only when the air temperature in the shade is not less than 600F. Immediately before applying the tack coat, clean and dry the surface to be tacked. Clean all loose ' r+nterial by brooming, flushing with water, or other approved methods. Apply the asphalt with a pressure distributor ' conforming to ODOT 007: 0.22, unless otherwise permitted. Apply the asphalt to the prepared surface at a rate within the following ranges, as directed: Gallons Per Sgaare Yard of Surface _ Emulsified Asphalt 0.05 0.20 Do not place asphalt concrete pavement on the eralsified asphalt until the asphalt separates from the water (breaks) but before it loses its tackiness. 2F, ASPHALT OVERLAY 01. General. This item includes the furnishing of all materials, labor and equipment necessary for the pavement overlay. 02 . Materials. ' a. Asphalt concrete shall conform to Heavy Duty C1.C. b. Aggregate shall conform to ODOT 00745. 10 Standard Duty and Heavy Duty AC. C. A job mix formula shall. be supplied for the Engineer's review. It shall be a des .gn having a recent proven performance, used by ODOT for main arterials with industrial truck traffic. Compaction requirements shall be 97% of the Marshall Mix, Desirrn maximu.a density at optimr:a oil content. 1 03. Workmanship. Page 5 Division 2 Sitework Project #4118 a. Asphalt Concrete Mixing Plant conforming to ODOT 00745.21. ' b. Hauling Equipment conforming to ODOT 00745.7.2. , diesel fuel is not allowed for sprayi^7truck beds, rC. Asphalt Concrete Pavers and Compactors conforming to ODOT 00745.23 and 909745.24. ' d. Place asphalt cement during air temperatures no lower than 600F. ' e. Mixing, hauling, depositing, placing and compacting conforming to ODOT 00745.43 and 00745.48 and 00745.49 . f. Joints shall be sealed and sand dusted. g. Maintenance and finishing conforming to ODOT ' 00745.60, 00745.61, 00745.62, 00745.70 and 00745. 75. 2G. MOBILIZATION O1. General . a. This work shall consist of preparatory work and operations, including but not limited to: movement of personnel, equipment and supplies and facilities necessary for work on the project. Also included shall be site clear-up and removal of all excavated material, waste products generated during the work. Also to be included in the lump sum bid price for Mobilization shall be all ccsts associated with traffic control for crack sealing; patching work; pavement overlay. 02 . Measurement and Payment. a. The lump sum bid amount shall be paid at the completion of all the specified work and site clean-up. ' Page 6 1 Division 9 Finishes Project #4118 DIVISION 9 - FINISHES ' 9A. GENERAL ' 01. Incorporated Documents. a. The General Conditions, the Supplementary General Conditions and applicable portions of Division 1 of these ' specifications are a part of this Division. b. Published specifications standards, tests or recommended methods of trade, industry or governmental organizations apply to work of this division where cited by abbreviations noted below. ' 02. Quality Standards. Items specified by a specific number refer to a quality standard for a specific product. Items submitted for approval must meet or exceed standards set for product. 1 03. See notes on plans for finishes. ' H. ETEELTUDS. WALL FURRING 01. Manufacturer. a. U.S. Gypsum specified. b. Or approved. ' 02 . Materials. a. Interior walls. (01) Steel studs, 350 SJ, 20 Ga. galvanized. ' (02) Runner channels, 350 CR 18 (3-1/2" ) , galvanized. b. Other components as required for a complete system. 1 C. Fasteners. 1/2" type "S-12" screws, pan head. 03. Installation. a. All work installed in strict accordance with U.S. Gypsum System SA-805 except as modified therein. 1 b. Steel Studs. Page 1 1 ' Division 9 Finishes ' Project #41 .8 (01) Attach steel runners at flocs, head and to structural elements with suitable fasteners at 2" ' from ends and spaced 241, o.c. Fasteners to develop minimum 400# single shear. ' (02) Position studs vertically at 16" o.c. Securely anchor each stud to runner with 1-1/2" type -12 panhead screws. (03) Place studs in direct contact with all door frame Jambs, partition corners and existing construction elements. (04) Anchor all studs adjacent to door frame and corners to ceiling and floor runner flanges. e (05) Install horizontal runner at door and window heads using a web-flange bend at each end. 9Q. GYPSUM BOARD 01. :Manufacturer. a. U.S. Gypsum specified. b. Georgia Pacific. C. Gold Bond. 1 d. Or approved. 02. Materials. ta. Gypsum Wallboard, 5/8" thick, tapered edge. Fire rated gypsum wallboard. ASTM C36 Type III, Grade X, Class I. b. Tape. ASTM C475 perforated. C. Joint Compound. ASTM C475, powered or ready mix. d. Fasteners. (01) 1-1/4" type 'S' bugle head drywall screws. 8" o.c. at perimeter, 12" o.c. at intermediate. e. A-cessories . USG standard corner bead, control Joint and ' casing bead. ' Page 2 1 ' Division 9 Finishes Project #4118 03. Installation. ' a. Apply to frame partitions and wall furring, perpendicular to supports. ' b. All work installed in strict accordance with U.S. Gypsum System SA-932 and SA-927. C. Tape finish all joints. d. Apply spray texture for surface finish to match existing. Hand textured surface at Contractor's option. e. Seal tightly all penetrations through gypsum board. Do not cut openings larger than penetrations. ' 9D. SUSPENDED ACOUSTICAL TILE O1. Materials. a. Size 24" x 24" x 5/8" . ' b. Suspension. Wire suspended 5/8" exposed "tee" . C. Tile to match existing. ' 02. Installation. a. Remove existing suspended ceiling tiles and tee system as required to complete the duct revisions (see mechanical) . Reuse existing hangers, tee system and tile as possible. b. At completion of duct work, reinstall ceiling system to match existing. Utilize existing ceiling tiles in lounge and adjacent small office to replace broken, stained or damag(ad ti1Fis. Replace tiles in lounge and adjacent ' small office to match existing. C. All runs straight, align with room walls and center as ' shown. d. Prevent damage or smears on fare of tile. e. Scribe true and tight where tile articulates with other material . f. Align hangers and clips to obtain a true flush finish surface. Joints as un-noticeable as possible. ' Page 3 1 Division 9 Finishes ' Project X4118 03. Location. Second floor office areas. 9E. CARPET TILES O1. Utilize existing Milliken Modular Carpet Tiles. 02. Installation. a. Install over existing resilient flocring. b. Remove transition strips, edges and base in areas to receive carpet tiles. C. Level floor to provide a smooth, uniform transition to adjacent carpet. 1 (01) Where wall is removed and carpet is to abut existing, remove existing and replace to nearest whole tile. ' d. Receive architects approval of proposed carpet layout prior to installation. Place carpets tiles in a pattern ' with particular attention to blending with the existing. G. Adhere carpet to prepared floor with approved adhesive (Milliken Modular Carpet Adhesive or approved) . (01) Allow adhesive to dry adequately prior to installation of carpet. 9F. RUBBER BASE ' 01. Manufacturer. (a) Johnsonite. ' (b) Flexco. (c) Or approved. 02 . Installation. (a) By manufacturer approved applicator. (b) Follow manufacturer's directions and as herein. specified. (c) Install new base in full lengths, corner to corner. ' Page 4 r ' Division 9 Finishes Project X4118 ' (d) Corners may be field constructed. 03. Clean-up. (a) Remove excess mastic from all exposed surfaces. (b) Clean all base. 04. Location. As required where carpet tile added. 9G. PAINTING AND STAINING 01. General. a. The following specifications are based on "Painting Specification Guide for the Pacific Northwest" as ' prepared by Painting and Decorating Contractor's of America. Modifications and specific requirements are specified herein, all other items in strict accordance to ' above named document. b. Submit a complete list of materials, designating where ' and in what manner each is to be applied. Obtain the Architect's approval prior to job or shop application. C. Surface preparation shall be in strict accordance with ' above named document. d. Protect other products and trades by masking, covering or ' otherwise protecting as required to prevent damage, staining or discoloration. e. Color selection will be made by Architect. ' 02 . Materials. Materials shall be of highest quality by specified or approved manufacturers. a. Where no manufacturer is indicated, materials shall be by one of the following: (Specific brand as indicated in FDCA Specification Guide) . (01) Sherwin Williams. ' (02) Rodda. (03) Pittsburg. (04) Martin Seynour. ' Page 5 1 1 Division 9 Finishes 1 Project X4118 (05) or Approved. ' b. Where specialty products are indicated, materials shall be by the manufacturer named, or others by approval. 03. Installation. a. Preparation. 1 (01) Examine surface for smoothness, soundness and stability. 1 (02) Touch up shop applied prime coating. (03) Repair or replace any material not suitable for finish. Repair work the responsibility of the Contractor installing material. (04) Commencing of painting constiti•tes acceptance of surface. (05) A minimum of 40 foot candles light will be required for installation of stain and paint. b. Workmanship. (01) Spraying is not allowed in office areas . (02) Materials to be applied as directed by the paint manufacturer for best application. (03) Install coatings free form .runs, sags or streaks. ' (04) Allow coatings to cure thoroughly before installing next coat. ' 04. Systems and Locationa. a. Interior Finish Systems. 1 (01) New Construction. ' (a) Gypsum Board. (001) First Coat. Primer. (002) Second and third coat. Latex eggshell finish enamel. ' Page 6 1 1 ' Division 9 Finishes Project X4118 o (02) Existing Construction. ' (a) Gypsum Board. (001) First and Second Coats. Latex ' eggshell finish enamel. (002) Continue new paint to corner, break in finishes and as shown on plans. 1 1 1 1 1 i 1 0 1 0 0 0 ' Page ; 1 SYSTEM BALANCING Section 11.700 O Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Balancing of air system of area revised ' under this contract. B. Related Sections: Basic Mechanical Materials and Methods 15050. ' 1. 2 SUBMITTALS e A. Log of air outlets, indicting actual field measured air volumes and percentages of design air volumes. B. Complete equipment data sheets indicating actual equipment 1 data and final balanced motor data for multizone unit. C. Three (3) copies of the report to the Architect for review ' and insertion into "Operation and Maintenance Instruc- ti.ons" manuals. 1.3 BALANCING AND ADJUSTMENTS A. Northwest Engineering Services, Air Balancing Specialty, Inc. air. Introduction an Regulation, S.A.S Building Serv�ces, Accurate Balancing Agency, Inc, Professional Air Balance Service. PART 2 PRODUCTS ' 2.1 DRIVES AND BELTS A. Drives and belts as required to bring equipment operation ' within specified limits. PART 3 EXECUTION ' 3 .1 BALANCING AND ADJUSTMENTS , A. General : At the completion of work prior to final accept- ance, balance air system. Adjust system to within 10% of capacities shown. Cooperate and furnish tools and assist- ance as required. Be responsible to see that systems and equipment perform in accordance with design. Make drive changes required at no additional cost to owner. B. At completion of work contact the Engineer and Schedule ' review of system balance. Check volumes of up to 10% of air outlets selected by the Engineer. Be available at the job site with ladders, balancing instruments, etc. . ' END OF SECTION 1 ' BASIC MECHANICAL REQUIREMENTS Section 15010 ' Page 1 PART 1 GENERAL ' 1. 1 SUMMARY A. Section Includes: Submittals procedures, regulatory and ' code requirements, hazardous materials procedures and project record documents. e B. Related Sections: Basic Mechanical Materials & Methods, Section 15050. 1 .2 SUBMITTALS ' A. Balancing and Adjustments: Three (3) copies of report. B. Shop Drawings: 1. Submit shop drawings in accordance with Section 01300. ' 2. Include items called fcr in subsequent specification sections and duct fittings if different than shown on Drawings. See that all deviations from Drawings and Specifications be specifically noted. In order to avoid delay in submitting shop drawings, stragglers may be submitted at a later date. Shop drawings installed in hard back 3 ring binder, index tabs by specification ' section number. "ee that all equipment fit the space provided. Submit shop drawings within 30 calendar days of contract receipt, excepting control drawings which may be submitted within 45 days. ' 3 . Shop Drawings Processed As Follows: a. No exception taken. tb. Rejected. ' C. Submit specified item. d. Make revisions noted. ' e. Revise and resubmit. 4. Shop Drawing Stamp Has The Following Message: Checking ' is only for general conformance with the design concept of the project and general compliance with the informa- tion given in the contract documents. Any action shown is subject to the requirements of the plans and speci- fications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site; fabrication process and techniques of construc- tion; coordination of his work with that of other ttrades and the satisfactory performance of his work. BAS]C lWHANICAL REQUIREKENTS Section 15010 Page 2 C. Project Record Documents: 1. Maintain at site one copy of Contract Drawings and Specifications Addenda, Change Orders, Reviewed Shop Drawings and Field Test Records. ' 2. Keep a current record of documents. Record on a set of clean Blue Line prints all changes from the plans. Record changes from change orders, construction change authorization and detailb not on contract drawings. Show all revised or added ductwork or ductwork transi- tions, relocated ductwork, etc. ' 3 . Submit Project Record Documents to Architect at completion of project so they can be used to provide as built drawings. ' 1.3 REGULATORY REQUIREMENTS A. Permits and Fees: Coordinate with governing authority for revision of Heati.nq, Ventilating, Air Conditioning system and all items requiring permits and fees. Include fess in contract. B. Ordinances, Codes and Regulations: ' 1. Provide Underwriters (UL) label as required by govern- ing codes and ordinances. 2. Conform to local &id State codes and Federal, State and ' other applicable la�-s and regulations. 1.4 PROJECT/SITE CONDITIONS ' A. If asbestos, FCB or other hazardous materials are encoun- tered or any substance ghat appears to be a hazardous material, stop work in that area at once and nutity General ' Contractor immediately. END OF SECTION 1 I BASIC MECHANICAL MATERIALS & METHODS Section 1501i0 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Basic Mechanical Materials and Methods. B. Related Sections: Basic Mechanical Requirements, Section 15010. 1.2 DRAWINGS A. Specifi^ations and accompanying Drawings are intended to provide a complete and workable facility. Drawings and r Specifications are complimentary. Items shown on Drawings are not necessarily included in Specifications. B. Drawings accompanying these Specificaticns do not show every offset, bend, or elbow which may he required for installation in the space provided. Follow Drawings as closely as is practical to do so, and install additional bends and offsets where required by local crndit•ions from measurements taken at the building, subject to approval by the Architect, and without additional cost to the Owner. Right is reserved to make reasonable changes in outlet location prior to rough-in. Provide complete systems as .,hown, .p-cified and required by applicable codes. In- clude connections and appurtenances shown on various diagrams. C. Coordinate with other trades for proper and adequate ' installation clearance. 1.3 SUBSTITUTIONS A. Submit in accordance with "Instructions to Bidders" . Approvals ranted are subject to compliance with Drawings and Specifications. Requests accompanied by catalcg cuts ' and technical data pertinent to the request„ Include ratings shown on Drawings, special requirements, etc , 1 .4 CHANGE ORDERS A. Accompeny cost proposals with an itemized breakdown of labor and materials. 1 .5 EQUIPMENT, MATERIALS, AND WORKMANSHIP A. Meet all detailed requirements of Drawings and Specifica- tion, and suitable for Installation shown. Notify archi- tect of any discrepancies or omissions found during bid period. BASIC MECHANICAL MATERIALS & METHODS Section 15050 ' Page 2 B. Where two or more units of the same class of equipment are furnished, use product of same manufacture; component parts of entire system need not be products of same manu- facturer. Furnish materials and equipment, new and free from defect and of size, make, type and quality herein e specified or approved by the Architect. Install material in a neat and workmanlike manner. 1 .6 SITE VISITATIONS A. Visit site prior to bidding to let familiar with existing conditions and other factors which effect the execution of work. Jnclude related costs in bid. 1.7 WARRANTY A. provide a written warranty for period of one year after dat- of building acceptance. Warrent work completed under this contract to be free from defects .from material and Oworkmanship. Correct defects promptly and without cost. 1 .8 OWNER OCCUPANCY DURING CONSTRUCTION ' A. Owner will occunv building during construction and reason- able habitable conditions must be maintained. 1 PART 2 PRODUCTS 2.1 ACCESS PANELS A. General : Panels as shown or required to provide accessi- bility to mechanical apparatus. Size panels for service- ability and equipment removal. ' PART 3 EXECUTION 3 .1 CLEANING tA. Clean mechanical equipment and ductwork of stamping and markings (except those required by Codes) and other re- fuses. ' 3 . 2 PAINTING A. General: Clean surfaces of rust and other foreign matter and paint with two coats of industrial enamel , matching color where applicable. ' B. Surfaces To Paint: Surfaces that have been scratched or marred and unfinished stands, brackets and hangers. ' BASIC MECHANICAL MATERIALS & METHODS Section 15050 Page 3 3 . 3 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, instruct Owner's operating and :maintenance personnel in operation, adjust- ment and maintenance of products, equipment and systems. Operating and maintenance manual constitutes the basis of instruction. Review contents of manual with Owner's personnel to explain operation and maintenance. 3 .4 DEMOLITION AND SALVAGE A. Relocate or reroute existing Mechanical work in the way of ' remodeling and new construction, leave in proper operating condition. In case of question consult Architect. Remove abandoned ductwork. B. Equipment and material removed becomes property of Con- tractor. C. Asbestos removal. by others. D. Haul debris and material other than equipment from site, unless otherwise arranged. E. Coordinate time of removal with General Contractor so that no mechanical equipment or material is damaged or becomes ' a weather protection or security problem. END OF SECTION i 1 1 1 1 r 1 1 r INSULATION Section 15250 e Page 1 PART 1 GENERAL ' 1 . 1 SUMMARY A. Section Includes: Duct insulation. ' B. Related Sections: 1. Basic Mechanical Materials and Methods 15050. ' 2 . Ductwork 15890. 1 . 2 FLAME SPREAD AND SMOKE DEVELOPED RATINGS A- Flame spread rating ( 25) twenty-five and smoke developed rating (50) fifty maximum. ' PART 2 PRODUCTS 2. 1 EXTERNAL DUCT INSULATION A. Fiberglass blanket, glass scrim, exterior cover of rein- forced laminate of aluminum foil and kraft paper, one pound per cubic foot density, 1-1/2 inch thick, 5.7 'R value. B. Application: Supply air ductwork. 1 C. Manufacture: Certaineed, Owens-Corning, Manville. PART 3 EXECUTION 3 .1 DUCT INSULATION ' A. All tests shall be completed and systems approved before the insulation is applied. Apply insulation in accordance with manufacture's recommendations in a neat and workman- like manner. Apply over a clean, dry surface. END OF SECTION 1 1 DUCTOPORK Section 15890 ' Page 1 PART 1 GENERAL ' 1.1 SUMMARY A. Section CncluOos: Ductwork, Dampers. B. Related Sections: 1 . Basic Mechanical Materials and Methods 15050. 2. . Insulation 15250. 1.2 QUALITY ASSURANCE A. Perform work in accordance with manual of Duct and Sheet Metal Construction of the National Association of Sheet Metal and Air Conditioning Contractors (SMACNA) and 1988 ASHRAE Handbook, Equipment, Chapter One. Install entire ductwork system, including materials and installation, ' installed in accordance with NFPA 90A. PART 2 PRODUCTS 2 .1 GENERAL A. Construct ductwork for low pressure service. ' B. All duct dimensions shown on the drawing are net inside. 2. 2 SHEET METAL DUCTWORK ' A. Service: All ductwork except flexible ductwork. B. Joints: Seal joints with tape, Hardcast FTA-20 adhesive used in conjuction with DT tape. 2. 3 FLEXIBLE DUCTWORK A. Genflex or Wiremold flexible duct model SLS-181 insulated. Maximum length 4 feet. ' 2.4 DUCT ACCESSORIES A. Volume Dampers: Provided in ducts as required and shown for balancing, and constructed of galvanized sheets not lighter than 18 gauge, reinforced to prevent vibration, equipped at both ends with brass bearing mounts and of sufficient length to provide a complete shut-off of the ' duct. Each camper provided with operators as manufactured by Ventlok or Young Regulator. Ventlok 635. 1 1 DUCTWORK Section 1.5850 Pace 2 2 . 5 OPPOSED BLADE MANUAL DAMPER ' A. Opposed blade damper. , 14 gage galvanized steel channel frame, 16 cage formed galvanized steel blades, 1/2 inch diameter zinc plated shafts, permanently lubricated bronze bearings, locking quadrant. B. Manufacture: Air Balance, Carnes, Arrow, Pace, Greenheck, Ruskin. PART 3 EXECUTION 3 .1 INSTALLATION A. General : Erect ductwork true to dimensions indicated: straight and smooth on inside with neatly finished ;joints ' lapped in the direction of air travel. Properly brace and reinforce with steel angles or other members. Fabricate changes in direction, both horizontal and vertical , to permit easiest air flow, using full. radius bends, center- line radius equal to width or fixed turning vanes in mitered elbows. ' B. Painting: Paint one coat of flat black on interior of ductwork which can be seen through diffusers. END OF SECTION 1 AIR TERMINALS Section 15930 Page 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Diffusers, grilles. B. Related Sections: J. . Basic Mechanical Materials and Methods 15050. 2. Ductwork 15890. 1. 2 SUBMITTALS A. Catalog data showing complete details of cons,tru,:ti.on. B. Manufacturer data showing performance including air vol- umes, velocity, pressure drop and noise level . ' C. Operation and Maintenance Instructions. PART 2 PRODUCTS ' 2 . 1 DIFFUSERS, GRILLES A. General : Check architectural drawings for ceiling type and coordinate diffuser location with ceiling grid. B. Performance: Unit sizing is based on air being introduced at 25 degrees F. temperature differential and being dif- fused at the 5-foot level to a velocity not greater than 50 FPM and a 'temperature differential not greater than 1.5 degrees F. Units selected so as not to exceed the NC-35 curve. The manufacturer's guarantee to meet the above 1 performance factors. C. Manufacture: Titus, Nailor Bart, Metalaire, Anemostat, ' Tuttle and Bailey, Krueger. , Carnes, J & J Register. D. Ceiling Diffuser in T-bar Ceiling: Perforated ceiling diffusers of *peck size shown, adjustable curved blade flow control , white enamel finish, removable face for acces•3 to pattern control , 24-inch ;:)y 24-inch face size, T-bar in- stallation. Titus PCS frame style 3 . Krueger 1100 frame style 23 . E. Ceiling Return in T-bar Cviling: Same as ceiling diffuser less pattern control . Titus PAR frame style 3 . Krueger ' 11.90 frame style 23 . 1 AIR TERMINALS Section 15930 Page 2 PART 3 EXECUTION 3.1 DIFFUSERS A. All outlets installed tight on their respective mounting ' surfaces. B. Install pluirb and true with room dimensions and accurately ' centered on projections as shown on the reflected ceiling Drawings. END OF SECTION 1 1 ' C.ONTROLi Section 15950 ' Page 1 PART 1 GENERAL ' 1.1 SUMMARY A. Section Includes: Furnish equipment, labor and materials required to revise and extend the existing pneumatic building control system. ' B. Related Sections: Basic Mechanical Materials and Methods 15050. 1.2 QUALITY ASSURANCE OA. Subcontract the control work to a single company special- izing in this type of work.. Only one company is responsi- ble for all control work, equipment and installation. 1. 3 APPROVED CONTRACTORS A. Control Contractors, Johnson, Honeywell , Powers, Cross, Careco. 1.4 FJBMITTALS ' A. Data Required: ' 1. Shop Drawings of building control system shGwing de- tailed connections to all control devices. 2. Provide a complete sequence of operation containing all ' information necessary for clarity and understanding of device function and system sequence of operation. ' 3 . Catalog data on each control device incl)�iiing installa- tion and service. B. Operating and Maintenance: Provide a set of control ' Drawings with as-built and operating changes. C. Owner Instructions: ' 1. Instruct Owner's operating engineer on operation and maintenance. 2. Locate all control components. 1 CONTROLS Section 15950 Page 2 3 . At the time of substantial completion demonstrate the control system to the owner's representatives, the architect and engineer. Demonstrate all control func- tions. Use "SEQUENCE OF OPERATION" as a guide. ' 1.5 INTERRUPTION OF SERVICE ' A. Revision of existing control system shall be accomplished in a sequence so that no piece of primary equipment (multi- zone unit) will be off-line more than 30 minutes. Coordi- nate all shut-downs with owners representative. PART 2 PRODUCTS 2. 1 APPROVED MANUFACTURES ' A. Johnson, Honeywell , Powers, Robertshaw, Andover, Barber Colman. O2.2 ROOM THERMOSTAT A. Modulating, internal adjustment setting, locking cover without thermometer. 2. 3 DAMPER OPERATORS A. Modulating type, fail to heating position. PART 3 EXECUTION 3 . 1 THERMOSTAT A. Mount wall thermostats 5 feet above finished floor. B. Mount ceiling thermostats from 3/8 inch conduit down 6 inches below finished surface. ' 3 . 2 OPERATION A. Modulate multizone dampers fror.. individual space thermo- stats. B. All other control functions shall remain as they exist. ' END OF SECTION 1 w 1 tDivision 16 Electrical Project #4118 SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1. 1 WORK INCLUDED A. Provide all items, articles, materials, equipment, operations and/or methods listed, mentioned, shown and/or scheduled in these specifications, including all labor, services, permits, fees, utility charges, and ' incidentals necessary and required to perform and complete the electrical work described in this Division. B. See the contract condJtions (general and supplementary) and Division 1 for requirements concerning this Division including, but not limited to, submittals, ' shop drawings, substitution requests, change orders, maintenance manuals, coordination, record drawings, record documents, permits, and guarantees. 1.2 QUALITY ASSURANCE A. Do all work in accordance with regulations of serving ' electric utility, telephone utility, National Electrical Code, National Fire Codes, and all other applic, le codes. ' 1. 3 PROJECT CONDITIONS ' A. The Contractor shall inspect the jab site prior to bidding and familiarize himself with existing conditions which will affect his work. ' B. Coordinate all aspects of project with the Owner's representative. All work to be coordinated with local GTE supervisor prior to start of work. C. Contractor shall verify with the Project Engineer so that work can be scheduled not to interrupt operations, normal activities, building access, access t^ different areas. D. Contractor shall verify with the Project Engineer a location for storage of materials, supplies, tools, rubbish, etc. prior to start of work. Page 1 1 1 Division 16 Electrical rojec:t #43.18 1 F Electrical Contract Documents are diagrammatic 1 indicating approximate location of outlets,, lighting fixtures, electrical equipment, etc. Consult the Architectural, Structural, and Mechanical to avoid 1 conflicts with equipment, structural members, etc. When required make all deviations to make the work conform to the building as constructed, and to related work of others. Minor relocations ordered prior to 1 installation may be made without added cost to owner. F. Call to the attention of the Engineer any error, 1 omission, conflict or discrepancy in Specifications. Do not proceed with any questionable �6ems of work until clarification of same has been made. 1 G. Under no conditions are beams, girders, footings or columns to be cut for electrical items unless so noted in specifications or written approval obtained frog, the 1 Architect. H. Verify the physical dimensions of each item of 1 electrical equipment to fit the available space and promptly notify the Engineer prior to roughing-in if conflicts appear. Coordination of equipment to the available space and to the access routes through the 1 construction shall be the Contractor's responsibility. I. Bidders may, if they wish, submit completely separate 1 bids using materials and methods other than those described in these Contract Documents. All substitutions must be clearly identified and shall. include a comparison of cost, delivery, and equality. 1 The bid shall be in all other respects in accordance with the provisions of the Contract Documents. 1 J. The contractor shall verify prior to bidding that all specified itemL� will be available in time for installation du•-4ng orderly and timely progress of 1 work. In the event specified items will not be available, notify the Consultant in writing prior to receipt of bids and specify what material if any will be substituted. Costs of delays because of non-availability of specified items, when such delays could have been avoided by the Contractor, shall be back-charged as necessary and shall not be borne by the 1 owner. 1 Page 2 1 1 !I 1 I� �I Division 16 Electrical Project #4118 I E&RT 2 PRODUCTS ' 2. 1 MATERIALS ' A. All materials shall be new and bear manufacturer's name, model number, electrical charz.cteristics and other identification. All equipment to be U.L. approved if applicable. B. Material and equipment shal). be standard product of manufacturer regularly engaged in production of similar material for at least five _years (unless specifically 1 exempted) and shall be manufacturer's latest design. 2.2 DISCONNECTS A. Safety and disconnect switches to be General duty quick-make, quick-break, dual rated, and of such ' electrical. characteristics as required for the load served. Switches to have defeatable coir. interlock. ' B. Fuse clips shall accept Class R or Clas3 L fuses if required. Motor rated toggle switches equal to Hubbell #1221 may be used as motor disconnects in dry locations. ' C. Disconnect switches required by code to be installed whether or not specifically noted in specifications. t Disconnect switches for refrigeration equipment and multiple motor HVAC equipment shall be fusible type. 2 . 3 FUSES ' A. Fuses for motor loads shall be dual element type equal to Bussman FUSETRONS. All other fused power circuits ' shall re protected by Class R or Class L current limiting fuses with time delay equal to Bussman HI-CAP or LOW PEAK. Provide three spare fuses of each size Oused (control fuses included) .B. Provide spare fuse cabinet near main service equipment sized to store spare fuses. 2.4 BOXES A. Outlet and junction boxes shall be sized in accordance with code requirements. Minimum 20 cubic inches. ' Page 3 Division 16 Electrical ' Project #4118 B. Unless ot:herw.ise specified or shown on the drawings, all outlet boxes for new work shall be galvanized steel knockout, outlet boxes. Gangable boxes are not acceptable. Outlet boxes shall not be smaller than 4" square and 1 1/2 inches in depth, unless otherwise noted. All outlet box covers, rings, ac other fittings shall be galvanized. Boxes which are exposed to the weather shall be cast metal and weatherproof. C. Outlet boxes shall be designed for the in�ended use, and shall be installed flush with finish surface lines or not more than 1/8 inch back and shall be level and plumb. Long screws with spaces or shims for mounting devices are not acceptable. No combustible materials shall be exposed to wiring at outlets. Outlet boxes shall be installed to provide protection from physical damage. ' D. Outlet boxes on opposite sides of fire rated partitions shall have a minimum horizontal separation of 24". Back to back boxes are not permitted in any walls. it PART 3 EXECUTION 3 . 1 GENERAL INSTALLATION METHODS A. Cutting or notching shall he kept to an absolute minimum and done when; and in a method approved by the Architect. Patch acid correct finished surfar.es damaged by electrical work. B. Relays, panels, cabinets and equipment shall be leve]. and plumb and installed parallel with structural building lines. All equipment and enclosures shall fit neatly without gags, openings, or distortions. Provide approved devices for closing all unused openings. ' C. Arrange circuit wiring as shown on the Drawings acid do not alter or combine runs or homeruns without the specific approval of the Engineer. Feeder runs Aall not be recombined or altered. D. Contactors, transformers, starters and similar noise producing devices shall not be placed on walls which ' are common to occupied space. Page 4 Division 16 Electrical Project #4118 E. Ballasts, contactors, starters, transformers and like equipment which are found to be noticeably noisier than other similar equipment on the project will be deemed defective and shall be replaced. F. In general, the w.:unting heights shall be as listed below. Where no heights are indicated, request clarification from the Engineer. All dimensions are to ' the center of the device unless otherwise noted. Lighting dimensions are to the bottom of suspended fixtures & center of wall mounted fixtures unless otherwise noted. Light Switches 48 inches ' Convenience Receptacles 12 inches Panelboard top i2 inches Telephone Outlets 12 inches Receptacle Over Counter 8 inches above counter or 3" above backsplash, whichever is greater. G. All electrical wall plates, thermostats, or other similar wall mounted items, if measured within 18 inches horizontally from each other, shall be ' vertically stacked and eligned unless otherwise inc.icated. ' .4. Where raceways penetrate floors, ceilings, and fire walls, provide fire stopping to maintain integrity of the fire assembly. 1 3.2 LABELING A. Clearly and properly label the new electrical equipment to indicate the loads served or the function of each item of equipment provided under this work. 1 B. Nameplates shall be 1/I6 inch thick, laminated three-ply plastic, center-ply white, outer-ply black (normal) , red (emergency) , purple (UPS) or orange (IG) "Lamicoid" or equal. Letters shall be formed by eng-,-aving outer ply, exposing white center-ply. Nameplates shall be secured with screws or pop rivets. C. Clearly label with engraved nameplates to identify each new load Served at main distribution panel and panelboards. Page 5 1 Division 16 Electrical Project #4118 D. Label all electrical contactors, relays, time switches, transformers, etc. with an engraved nameplate corresponding to the labeling in the main, or branch panel serving the device or apparatus. e E. Provide removable typewritten branch panel schedules with protective clear, transparent covers accounting for every breaker installed. Use actual room designations assigned by name or number near completion of the work. ' F. Identify branch panels with engraved nameplate corresponding with distribution panel labeling. Mount labels inside door for flush panels, and on the face of the door for surface panels. No brand labels or other marking shall be on the outside of the panels:. Where changes are made in existing panels, distribution boards, et:. , provide new labeling and schedules to accurately reflect the changes . G. Provide engraved cover plates for each new recept.rcle ' and switch indicating panel and circuit fed from. Provide lamicoid type labels indicating pa.riel and circuit fed from for all other loads served. Letters shall be 3/16" high. 3.3 SAFETY A. The Engineer has not been retained or compensated to provide design and construction review services relating to the Contractor's safety precautions or to means, methods, techniques, sequences or procedures required for the contractor to perform his work. 3 .4 GROUNDING A. Ground all electric equipment, raceways and enclosures in accordance with code rules and established safety ' practices. B. Grounding shall be made as detailed and noted on the drawings. Grounds shall be installed where accessible for future inspection and servicing. C. Ground conduits and cabinets for signal, telephone, ' etc. by bonding or conduit interconnection with the electrical system or as otherwise specifically indicated on the drawings. ' Page 6 1 Division 16 Electrical Project #4118 D. No. 12 ,.rounding conductors shall have green ' insulation. E. Bare grounding conductors are unacceptable. 1 F. Grounding electrode and Master Ground Bar grounding conductors, where! routed in conduit, shall be routed in PVC Sch.40. G. Isolated Ground Conductors shall be green with yellow stripes. H. Isolated ground buses sha71 be used only for conductors from isolated ground receptacles. Do not bond conduit or enclosures to isolated ground buses. All isolated ground feeders shall be run back to the main service neutral bus, and shall not terminate in intermediate panels. ' 3.5 EQUIPMENT CONNECTIONS A. The location and method for connecting to each item of equipment shall be verified prior to roughing-in. The voltage and phase of each item of equipment shall be checked before connecting. Motor rotations shall be ' made in the proper direction. Pump motors are not to be test run until liquid is in the system and proper lubrication to all bearings in unit is checked. B. Conduit, wire and circuit breaker sizes for mechanical, and similar equipment are based on the equipment ratings of one manufacturer. The equipment actually furnished may have entirely different electrical characteristics. Conduit, wire and circuit breakers shall not be ordered or installed until exact ' electrical requirements are obtained. Responsibility for this coordination rests with the Contractor. ' 3.6 CHANGE ORDERS A. As part of the Change Order process, the Contractor shall submit with his cost quote for each Change Order ' Request a complete itemized breakdown cost of materials, quantity required, labor units for each item, miscellaneous costs (itemized) , overhead and ' profits, etc. , without exception, for review. Page 7 Division 16 Electrical Project #4118 B. At the Engineer's .request, Contractor's estimating sheets for the supplemental cost proposals shall be made available to the Engineer. Labor must be separated and allocated for each item of work. 3.7 RECORD DRAWINGS A. As-Installed Dra�,►ings: During progress of the work, maintain an accurate record of the installation of the system, locating each circuit precisely by dimension. On completion of work, deliver to the General ' Contractor one set of record drawings for use by the Architect. Show all changes and variations from the design drawings and exact routes of all feeders, service conduits and location of all conduits stubbed out for future continuation with definite dimensions. 3.8 COMPLETION A. Complete each system as specified herein and place in operation except where only roughing-in or pirtial systems are called for. Each system shall be tested and left in proper operation free of faults, shorts or unintentional grounds. Demonstrate system in the presence of the Engineer, the Owner or their ' representative when requested. ' END OF SECTION ' Pane 8 1 1 ' Division. 16 Electrical Project #4118 SECTION 16110 - RACEWAYS PART 1 GENE,, 1. 1 WORK INCLUDED A. Provide all raceways, wireways and associated fittingm as herein specified. 1.2 APPLICATION A. EMT, rigid galvanized, intermediate metal, and PVC conduit may be used. ' B. Schedule 40 PVC conduit may only be used below grade and in slabs on grade provided it doesn't penetrate more than 15% of the thickness of the slab. PVC may ' not be used above grade for branch circuiting or feeders, except where it is existing on feeder or as noted on the drawings otherwise. C. Galvanized rigid conduit (GRC) shall be used in locations subject to mechanical injury and for service conduit under buildings or concrete slabs. D. Electric metallic tubing may be used in all dry and protected locations. E. Flexible metal conduit will be permitted only where flexibility is necessary. E:cceptions are connections to recessed light fixtures and work fished into existing concealed dry locations, and wood .frame construction. Flexible metal conduit shall be used for connection to all equipment subject to movement or 1 vibration such as motors and transformers. F. Drawing notes requiring a specific type of raceway ' shall take precedence over the specifications. G. Surface metal raceways equal to Wireniold may be used only where specifically called for or in the specifications. Such installation shall be directed by Architect. ' H. Electrical wiring shall be U.L. approved raceways and enclosures throughout. Page 1 Division 16 Electrical Project #4118 PAF t 2 PRODUCTS 2. 1 FITTINGS ' A. Rigid and intermediate metal conduit shall be coupled and terminated with threaded fittings. Ends shall be bushed with insulating bushings equal to T&B 200 ' series. B. Connectors and couplings for EMT shall be concrete tight set screw type with insulated throats on ' connectors. Connectors larger than 3-1/4 inch shall be T&B 200 series with insulating bushing. PART 3 EXECUTION 3.1 INSTALLATION ■ A. Provide pull boxes where required to limit the number of bends in any run to not more than trree 90 degree ' bends. Use code gauge galvanized sheet steel boxes of code required size with removable covers, installed so that covers will be accessible after work is completed. e Verify with the Architect any locations in finished areas. B. Conceal all wiring in finished spaces. Exposed raceways shall be parallel to structural lines. C. Support suspended feeder conduits by metal ring or 1 trapeze hangers with threaded steel rods. If a large number of suspended feeders are grouped together, the contractor shall review the layout with the structural tengineer and obtain approval for the proposed layout. D. All conduits crossing expansion or seismic joints where cast in concrete shall be t,rovided with appropriate ' fittings which permit movement, equal to O-Z/Gedney, Type EX or DX. E. Conduit stubbed from a concrete slab or wall to serve an outlet under a table or to supply a machin- shall have a rigid conduit coupling flush with the surface of the slab. Provide plug where conduit is to be used in ' future. ' Page 2 1 r Division 16 Electrical Project #4118 F. PVC conduit shall not bs installed less than 30" under roadways or areas subject to heavy traffic. 90 degree elbows larger than one inch shall be galvanized rigid conduit. Provide a ground wire sized per code in all r PVC conduits. Conductor quantities indicated in conduits do not include ground wires unless otherwise noted. r t;. Provide trenching, backfilling, compaction, repaving or other site restoration as required by the work done in this division. Minimum trench depth shall be 24 inches runless otherwise noted. H. Install a 6 inch wide yellow vinyl tape with letter r "Caution: Buried Electrical Line Below" 18 inches above all buried service conduit and wire not under structures. ' I. Backfill material for all trenches under paved areas shall be coarse sand or crushed rock, installed in layers not to exceed 8 inches and compacted to 95% of maximum density at optimum moisture content to preclude subsequent settlement. Compaction by water method. The top 18 inches of trenches in landscaped or grassed areas shall be backfilled with native soil and tamped. rJ. Conduits piercing a building waterproof membrane shall be provided with flanges, using two neoprene washers, r one washer on each side of membrane, between each flange and membrane. r K. All underground conduits which enter the building shall be sloped to draw in away from the building and shall be water sealed to prevent moisture from passing through the conduit into the building. All joints to be threaded and tape3 or glued to prevent entry of water into the conduits. rEND OF SECTION r r Page 3 011 Division 16 Electrical Project #411£3 SECTION 16120 - WIRES AND CABLES PART 1 GENERAL 1.1 WORK INCLUDED A. Provide all wires and cables as herein specified and shown on the associated drawings. 1.2 QUALITY ASSURANCE A. All wire and cable shall conform to Code and shall meet all ASTM specifications. PART 2 PROD T3 2.1 MATERIALS A. No. 10 and 12 AWG conductors shall be Type "THHN" insulated, stranded or soft drawn solid copper. No. S AWG and larger conductors shall be Type "THW" or "THHN" insulated, soft drawn, Class B stranded copper. Minimum conductor size shall be No. 12 AWG unless ' otherwise .toted. B. Where adverse conductor exposure exists, code approved insulation suitable for the conditions encountered shall be used unless otherwise noted. C. Wire and cable shall be new, r:hall have grade of insulation, voltage and manufacturer's name permanently marked on outer covering at regular intervals and shall be delivered in complete coils or reels with ' identifying size and insulation tags. SART 3 EXECUTION 3.1 SPLICES AND TERMINATIONS A. Splices are to be made up complete promptly after wire installation. Single wire pigtails shall be provided for fixture and device =onnections. Wirenuts may be used for fixture wire connections tc single wire circuit conductor pigtails. Page 1 Division 16 Electrical Project #4118 B. Splices shall utilize Scotch "Hyflex" or "Ideal" wing e nut connector installed 'operly. Splices and terminations for No. 8 and larger wires may be made with approved pressure type connectors equal to T&B ' series 54000. All taped joints shall be with "Scotch 3311 or equal, applied in halms-lap layers without stretching to deform. ' C. Insulation shall be removed with a stripping tool designed specifically for that purpose. A pocket knife is not an acceptable tool. All conductors shall be left nick-free. D. Emergency system feeders shall not be spliced. END OF SECTION t I' Page 2 Division 16 Electrical Project #4118 SECTION 16140 - SWITCHES AND RECEPTACLES PST 1 GENERAL ' 1. 1 WORK INCLUDED A. Provide all switches, receptacles, and other devices as ' herein specified and shown on the associated drawings. ' PART 2 PRODUCTS 2. 1 ACCEPTABLE MANUFACTURERS ' A. Bryant, Arrow-Hart, Sierra, Pass & Seymour, General Electric, Leviton, Slater, Hubbell are acceptable. 2.2 MATERIALS A. The following list of wiring devices covers the most ' commonly specified items and establishes the grade of device. Should the Drawings indicate a device other than those listed herein without reference to catalog number, such device shall be of the sane grade and ' manufacturer as like devices. Single Pule Switches Hubbell #1221 ' Duplex Receptacles Hubbell #5362 Duplex Receptacles-Isolated Ground Hubbell #5362-IG Switch with Pilot Sierra #5729R Dimmers Lightolier "Neptune" Series B. All wiring devices and plates to be specification ' grade. Receptacles shall be mounted vertically unless otherwise noted. C. Devices and cover plates to be color coded as follows, except as otherwise noted on drawing: Normal Ivory ' Emergency Red UPS Yellow Isolated Ground Orange ' D. Flush floor receptacles to have brass hinged flap lids. Page 1 1 I ' Division 16 E�Cct-cical Project #4118 PART 3 EXE tmTw7u 1 3.1 LABELING A. Where switches control r©mote lighting or power � outlets, or where switches in the same gang (two or more) serve different purposes, such as light, power, intercom, etc. or different areas, such as corridor and outside, furnish engraved plates with 1/8 inch black letters indicating function of each switch or outlet. END OF SECTION u t l Z Page 2 1 i F I i a �rr�s ala�llwrra A N 1 i _- Go 1N1 0 M �r ALT, DID h: _-_ - _-- -- TIG • E '�N o I 1 �C l2) NEW RELIEF AIR LOUVERS CO D OOR 6 >:w 1 O U w ADOVE DROPPED CEILING. �- M U n ALIGN WITH EXIST, LOUVERS i 2ra4 1 CHANICAL m m 4 �' d X o (ONrE IR ER BR�h AND WITH H I M� ANI I M Ln x a �_ , SEE MEGH. -- - - -- --- 2t?�3 VO— 201] T. .C• LOUNGE. - -- _ O U 2 22 QFF I Cr -- ------ - — ►- 2?�5� 2�m y - N _...... - _ _.— --------------_- �31 _._... ---- - ---- _ __------------- -- - __ _------ _-_ --__-__ .- - ---- ------- -__-- --------- E - - - •c -- _— --- �Fig/� _ ►� a 7---�t •- :........ .... ................ ...:............... 0 1 I 8840 SW B -- I 1 ' .., .. ... ,..., N + URN11A1'V� R TIGARD, OREGON 97223 �4r 4A U �ol...� , � �� . .... C � � " 1i `� � \ til.:�;ril.... ...........,,......,... .. � � t 2011 --, f - _ r rGH. ob'%dare3s: ,,, OOF JYO ��'J vn� LL 14 CONFERENCE L J THRu EXN u8t � J GTE w.o. no. 5460-'B01-3CJ001AB J SEE MECHANICAL � t3y: w,P> _....._....._.,,._.__... 1 �.4�: �S�"l cry SEE ALT, e D PROJECT NO. 94102 ` z _ _ I - - --_----_- -- -- - LD JUNE 194 SE :� -- ALT. BID M: `woo Uj ��-ROOF ACCESS (1) NEW RELIEF AIR LOUVER APPROX. 4' FROM FIN. FLR. `^ --- � � � � R ALIGN WtTER � OFF IGF. LE ^] BRICK MODULE C* � 8E1` MECH. CONDUCTORS BY znQ ELECTRICAL CONTRACTOR, CONDUCTORS z ROLM ROOM Z[l " AS RFOUIRED, BY ❑ NER ILL) - - _— — — — -- -- — -- ----- — -- — - I -- �— ICU M �n rb m� :�� `.°.n.`�°: � ROVIDE 20AMP, DRY V — 4� 00000000000000000 ` TYPE TERMINAL BLOCK �O U1 = r — �`.. UL RATED FOR N - r � � COMMERCIAL POWER{ ��.�� 22 _ C] FAILURE w ,� w �. N12 AVG. CONDUCTORS, I � -- MECH. EXH ST I I ww 4c WITH 20 TERMINALS y _ THRU L J __ �- _ J fn PER SIDE. TWO) C= U4* a Z BEE MECHANICAL v' a a '" `" 4 I SEE ALT. B D 01 7,it OJ � w v L_ LA_ _ ~ VI/0 d --J a = �j ' > >_ _ = J © L ,-EX_ I T IST. STEEL 7STUD WALL_ 21! LOADING I — - - -- -- --- -- R.J -SHEET METAL TRIM, —_ -- _-- - i SET IN SEAL ANT, t^ :,.-D t3,�;A'^� POP RIVETED �t; TO DUCT. -a—PROVIDE / / '` TNA112N125, 1L2'12 x8' l �---- FFMAN ALT. BID �: � I WTH PROVIDE IDENTIFICATION ON DF r -1 I r ,..+-- !3) NEW RELIEF AIR LOUVERS / ENCLOSURE, NEMA 1 A ABOVE DROPPED CEILING. EACH ALARM POINT.--. WITH FLUSH LATCH AND s o nfl;1lJ �•� CENTERED 15ETUJEEN COLUHOFFMAN NA12N12PMNS / —--- � I AND ALIGNED WITHEXTERIOR ----DUCt BACK PANEL �•,�� rt V BRICK MODULE � �� r`V SEE MECH,. -_ - - - - GENERATOR - - PROVIDE 'BUILDING TRANSFER — C 3 ALARM TERMINAL PmETR 4 T I a1� 1 ��+ FAILURE GENERATOR CABINET' PHENOLIC NORTH � Al I I V i.+ FAILURE � � NAMEPLATE, o PL04N TYPICAL AT WHERE NEW DUCTS s.I-o 3 03 _j z WOW EXIST. WAL!_5 i� W Q F. 0 U TYPICAL REMOTE N N_j a -� w w w DEVICE W H CD3 W 3 w ¢ .W I+.►- l7 p la,.. u U ti fail O 000000 000000000 CL .� NNNN�It �Or\ M (,V) NmqIrt� 9 PM0Ir") Y0 ow IOU O 0000000000 MECH. FAN UNIT. - -- I SEE MECHANICAL-� R`05T. CMU- __ __ ' —� CONDUCTORS L6x6x�►(� WITH Wo I BY OWNER EXPAN. BOLT TO EXIST. WALL DETAIL NOTA EXIST WALL CONTINUE DOWN 0 MAINTAIN EXISTING ALARMS FOR USE UNTIL ALARM TERMINAL CABINET NEW CURB FROM BOTH JAMBS _ _✓ f IS IN USE BY GTE. _ -- — a O P.T. 2x. AREQ 'D.RE 'D.- - _______ � ^ NOT USED,�--` PROVIDE LABEL, ONLY. CONDUIT' AND CONDUCTORS NOT IN THIS CONTRACT. O Li 4OMECH. DUCT CONTRACTOR SHALL PROVIDE ALL DETECTION DEVICES AND C^,NTACTORS REQUIRED FOR — - f£ 6x3►( WELDED TO A COMPLETE AND OPERATIONAL SYSTEM. _ _ EXIST. SINGLE-PLY SEE MECH.-- Lbxb ® ALL CONDUCTORS TO BE ROUTED IN CONDUIT AND PROVIDED UNDER THIS DIVISION 11D� I [�2� 1�3 INSULATION——O1AF'EF�ED —s -- UNLESS OTHERWISE NOTED, a S_T,P.__ROOI"iQUI�M�NT FOOMPJSEALANT ® CONTRACTOR SHALL DEMONSTRATE AT SUBSTANTIAL COMPLETION Z THAT EACH CIRCUIT IS NORMALLY CLOSED, CONTINUOUS AND UNGROUNDED, �y NEW ALARM I 7U CONNECT TO COMMERCIAL. POWER 'UNDER VOLTAGE, PHASE REVERSAL, TERMINAL CABINET NEW RELIEF AIR LOUVERs N AND PHASE FAILURE' RELAY PROVIDED IN ATS SET FOR UNDER VOLTAGE OF 85% r `� ----- SEE hTL. 6/1 -- - - _ _-_ _ I WITH BUG SCREEN OF NORMAL. VOLTAGE. I I L - a ' e` e SEE MECH. U .I ----- --- - - I AL AF" TERMINAL 004MINNT 11,.- Q � • N EXIST. CONC. 40 GICALI DECK ROOF W �- ita5 SAWCUT AS REG)D. I '� W O �- I PvUJl?�OGM SEE MECH. - _ -- - _� -- - -- - - Q }— W Ill GTENW w.cl, no.: 5460-E3?>1-:3C001A 3 a I ISSUE 1 ALT. 51D 01: N HAWAII TYA, TYPICAL DETAIL FOR NEW RELIEF CALIF RM — + 1994 LOUVERS TF-1Ru EXTERIOR WALLS � � �NORTHWEST JUNE, Nt�RT�-I One GTE Place, Thousmd Oaks, CA 91362 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98206 SHEET: K-2--ymOAIRTIAL F I RAST FLOOR PLAN3 M80H. CURB MarL. LOU1�R DrITA I L. GTE Telephone Operations int Crow/clay 1 1600c. :;AIfr14-Irl,dWg plot .0 Io, I/f!'•i'-°' West Area ® OF 8840 SW Burnham Street I of 28 08/19/96 11INT11 ;111 111 T111111 1 11111111 Jill 111111 111 � 1�1�1�1 �1 1111 �1� II � 1►�1 111►�I ;111111 I I � I�III � I � 1�1 I Ili �lll � lllll I IIII►IIItI111t1 I IIIII�11►III� II► 11 (I�IIIIII�' - INCH ( MADE 114 CHINA � �� lilll�lliiil!!li!ilfi!!!!liilli!IIII!!IIIiIIII1111lIIIIIIIIIIIullillll►II±IIIIIIi1IIlIu1111nIIIIil1IIIII11ilIIllllulllll11111III111-11n1'I4 IIIIIIu'1llllllllliulllfillllllllluiilll!lilliillllllllUnlllnllill�InIiI1I1111111►�nlllnll+lnIIIIIInlllnli�lnllnl2liulll!+2�1llllilii111i►Ilililll . . q Cg C D l � -, EJ CFj B C nD F G oo N i PRESSURE d - - 54X3® LOUVER N.I.M. Z i RELIEF 8EE - CEG (TYP.) Ml 14'0 14 ♦ (TYP.) cv t t - -_ m ,j, �n i 1 i U O � W Q hrnr ♦ ♦ 'N Z Q !f 00 - 1 20? QI=FIDE _= r FDR M-1 -- SEE ? < o �' -0 0 C� I M- , i� z — 102 / _ � r• 2 �� L1� A_L. DETAIL THIS -- -- - -- - _ FOR I TH I N w IC --___ g X _. -__ - ---- - -- - - DETA L 18 ,F AREA ?iO4 AREa In u ` Q w zor _ - _~_ CEG 201 T.A:C. _-�_�� 201 A.0 _ ZON - ' 203 �1ECNANICAL o a 14 ♦ -+- - - -- - - I it I ------{-- -----------_ - TYP. OF 13 - - - - �• - -- 0 ?,a6 - 14 • NT, j ( T ec -- - _ n .� ZONE: Z x'i---• 14.0 z Jill WO u 8 3k •• I400 J I a a 6 20"1 I6 1404 171111 _ \,/til, V (n ERENGE 14 0 CONFERENCE � z 3_ __ f ,-L� ' I -. .. . 3 Qf1E:_3. _ - �T�z _._ 14' MI ZONE: 4 - -E. ---- � ZON .; `�._/ i34X3TL. Q - - - - - __- - I I I I uC=2 0OFF IC54X �'1 a- I � I I I 108 I I G ' I I SEG �. %NOWg0 z 1 OFFICE (INTERIOR) I 209 I OFFlC:E (INTERIOR) 84X30 C* z 0 AUTOMATIC <4 ROLM ROAM - -- z T ----- - ----- -- .- = DAMPER Q T Zt�NE: 6 --- -- - --_.�--- - m —. . _ I I I I I ZONE: b 1410 ?0 I ..� •3 � 9 ( ' — --- - - - -- ------- - I - - - - - - dt�/ Lu 30X34 �►- TELEPHONE EQU1PMcNT F- _ j I I I I Z U 14'0 14'• 1410 -_� TELEPHONE EQUIPMENT I V z - ---- _ OFFL_ CE}(PERIMETER)-W - 3 SEG 30X34 210 S OFFICE (PERIMETER) a `�/ Q -J �� ..E's. I — Q I I - .--- I - --�_�-��-Z. -- ----....____ ---- "-�- -- 21►?3 U.P.S. d) I R 16 6 1"11 30X30 0 ------ 1T ZONE: 5 ?11 LOAD INS w• N N ... , I GF IL INC T - 2I1 LOAD IhIQ - 1 MOUNTED y - - - - - J -^ I --- - (TYP, 3) R ZONE: 5 CEILING ♦ -.r �� d PRESSURE 4 MOUNTED 54X30 LOUVER NJM. RELIEF SEE - (T'1'PJ NORTI-I NORTH � `'• �� t _ SEC0ND FLOOR FLAN - HVAC 2 � �' - EfRN,4 E 51D 1 5ECONED FLOOR FLAN - HVAC C` II SCALE: lib" I'-0' �II SCALE: 1/8' I'-0' -- . o • i W 0 0 LEGEND RH • ROOF CEG HOOD 12X.22 SEG 31pEWALL EXHAUST GRILLE CEG ■ CEILING EXHAUST GRILLE J (ll L-------\-y (l SEG __1VECK. SIZE 54XVE OA (( 54X30 OA. r --------, 14'+ LOUVER N.LM. X E'1r- /- 22X22 LOUVER N.I.M. ; ; CEG NEW (N), ROUND OR RECTANGULAR DUCTWORKi 1 22XZ4 "qjr- I I ,'. I V LAG SCREW. �� UNTEI�LABH NEW (N), FLEXIBLE DUCTWORK (4' MAX.) AUTOMATIC EACH BIDE OV � _ -- - -- - -- ----- --- �' ER CURB LAG £ri4REW ' DAMPER `► CEG _ > 2 EACH SIDE ! - CURB N.I.M. _-__ EXISTNG (E), ROUND OR RECTANGULAR DUCTWORK 22k?2 _ _.. AUTOMA IC 54X30 p �I 9 Q ROOF� EXISTING (E), FLEXIBLE DUCTWORK (4' MAX-) 1 DUCT PLENUM - __- k-- N - ALTERNATE X31 1 _ 0 � � RELOCATED EXISTING (E) DUCTWORK �' � - FFRE 55URE RELIEF DETAIL_ ( T%"r F.) MOTOR —— SCALE: 1/2' = 1' u W OPERATED �-„,,,,-� DEMO EXISTING (E) DUCTWORK � DAM!'ER R� RELOCATE V W ►- F- O \ 0 W --�MD MANUAL DAMPER 07w C�TENIU oo. no.: ,41tb®-801-3G2�01AB �” u- CONNECT DUCTS CONNECT TO EXISTING ISSUEC N �®OD D E �"r4 f L ( T,r'fi� I CA1+ ) -- DATE: �1�1 SCALE: NONEDI RELOCATED DUCT DIFFUSER RAISE TIGHT TO bTI�UCTURE. 55C J0E3 NO. 1333 [� CALIFORNIA [� HAWAII []j��NORTHWEST JUNE, ISS4 ......_.._.._.. &A �;: Poo, ��►1� ars,, ca Mp.p. Boxmo, r�lulu� M owlr.a e.>< �oo�, Ir,r«.� w� X40! NOTE: ROOF HOOD WITH 30'X30' NECK. HAS O RAISE 4 REVISE EXISTING DUCT AS REQUIRED "'- 620 3.1r. 5TH AVENUE -"-'- --•--- SHEIE T: RECTANGULAR DUCT TAKE-OFFS. TO MAKE MAY FOR NEW DUCTWORK BSC, Inc. SUM 1004 mechanicalPORTLAND, OREGON 97204 GTS Telephone Oparstloni 8840 5W Burnham Street LnElneere PHONIC: 509 2d_391M Wait Area 2 of 28 lIAX 403 22626-0570 08/19/96 � � i� i �ltlli �ill INCH ( MADE IN CHINA I 3 ---M 1 - — 1 11 1 2 1 !1 31 - Illiillllllil l�llli�llll�lllllllllll!illlllllllllllllllllllllllllllllllllllllllllllllllll�IIIIIlIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIII14 1 11 1 IIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIII!►Inl►ill � m r > NI 1 Q YIW � hnN Z w U 0NN p n0 --- —_--- r t-[ ,� o i Z -- --------------- g m i upi vWi y a o MECHANICAL o_OM_ nNEW U F W F 4 — SUPPLY AIR ELBOW TURNED UP -- 49X87 O O WITH VOLUME DAMPERS _OFFSET @14 ,? BEE FOR AX. CONTINUATION — RETURN AIR ELBOW TURNED UP 17x54 N N OA LOUVER INJMJ p a^, n 90' MAX. — RADIUS OFFSET I EX16TNG ON 1 X — SUPPLY AIR ELBOW TURNED DOWN ® / o I� 17X50 OA G I DAMPER ^ `� � R W —80UARE ELBOW K RETURN AIR ELBOW TURNED DOWN TIIRNII'1G VANE B q/g am, O LL M-2 • Elf 30 DEGREES MAX D LUNCH RCOM (n — CONCENTRIC TRANSITION R.p R — RADIUS ELBOW � 2 Z C 4-4 EXIST'G 20 30 DEGREES MAX 4SE 8x30 _ TAKE OFF RETURN Q ECCENTRIC TRAN81TION — - --- O IJA 17" OR V2D V, C ~ 45 DEGREES � Q Z Z 1 4 2 SEE FOR W W Z M-1 CONTINUATION Q F- W w � DUCT DETAILSNORTH 3 u � �) NO SCALE -- PARTIAL 2nd FLR 1 fECN ROOM Q M-2 SCALE: 1/4' - I'-0' _9 fd REMOVE PORTION OF EXISTING 49x30 P� 48XS0 RETURN. RETURN 9 z REMOVE SECTION OF RETURN AIR DUCT AS 1 1 V V INDICATED, 1 1 48X8? W ROOMECHANICAL ROOM 0 M rx LUNCH ROOM MECHANICAL ROOM 1 1 LUNCH 4 � 48X87 RA DAMPER lu EXIST'G 3007 54X17 OA Q "- OA LOUVER � LOUVER N.I.M. �•! EXISTING AHU-1 E�XIB11t1INI,G u F� REMOVE AUTOMATIC TJ1 DAMPER AND I 60X17 OA O DUGTOJORIC I OPENINGSCUT IN EXISTING PLENUM O ACCEPTIC DAMPERS LL a DAMPER (OUTSIDE RETURN PATCH AREAAROUND OPENINGS. LJ Q F'- n � U A i"IECHANICAL ROOM SECTION - DEM0LITIONt3 MECI4ANICAL R02 I SECTION - HVAC g w SCALE: 1/4' M '2 . P-0' M-2 SCALE: 1/4' . I'-0' H W F Q GTENW wo. no.: 5460-501-3C001AE3 0 ~ I Q ISSUE a w DA E: BSG JOB No. 13CALIFORNIA 0 HAWAII NORTHWEST JUNE, 1994 e2200 S.W. STN AVENUE On GTE PIKS, ThOWaW Oft CA 11117 P.G. Box 7700, Halo* H 10111 P.O. lea 100J, E7wa% WA p701 S [[�� E U�C� Inc. p RTIANI)4OREOON 97204 EngineMechaers E ® GTE Telephone Operations ® � 3940 SW Burnham Street n�lneeWest Area oa 2fl 0 E —9936 FAX 609 22e-0670 08/19/96 IIII �I�I�I�III�I I I�I�I I�Ill�l�l�ijl III�I�I�III�I 11�1��1�1��1 11I111111111111111111,1111I]11I 11111111 IIIlIII 1111 Jill IIIIlI 1111111111 111I1(iIli III ie IeOM M [M ple4 �—�-- mdunlnnhill mdnu�llnlml�Induu�IlnlnuuudmlllmIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfl i I TIGARD C.O. REMODEL FOR S.T.P. PROJECT N0. 93126 DIVISION $ TIGARD C.O. - REMODEL FOR S.T. P. PROJECT N0. 93126 DIVISION 8 Frame types . As detailed. 1 Misc. 1 set Pemko 5-88 Smoke Seal on head and jambs . 1 i Hardware . Provide cut-outs and reinforcing plates for all 2 1 only Pemko 412AV automatic door bottom. 1 surface mounted and mortised hardware . Do all drilling and 3 o tapping for hardware at factory. 4 Door #2 , Alternate Bid #1 : 3 Installation. 5 Group; 1 only Schlage D80PD Storeroom Lock. 4 IFit doors and hardware for closure without forcing, rattles, bind 6 Hinges; 1-1/2 pr. Stanley FBB179 -10 , 4-1/2" X 4-1/2" NRP. 5 or dray . 7 Closer; 1 only LCN 4040-FDA-Cush. 6 Contractor to protect all items, after delivery, from damage . 8 Stop; 1 only Ives 407-1/2 . 7 Inst All weat'zer stripping or smoke seal after paintingis complete . Kick; 1 Black Plastic per leaf 10'� X 2" le -ss p 9 ,ss than door 8 Adjust hardware to avoid binding of door and with positive closing 10 width (mount on push side of aaor) , 8 after installation. of weather stripping or smoke seal . 11 Misc. 1 set Pemko S-88 Smoke Seal on head and jambs . 10 t PART 3 - HAF.DWARE 12 1 only Pemko 412AV a,,tomatic door bottom. 11 Hardware supplier to be Cascade Steel Door Company and furnish all 13 Door #3 , Alternate Bid ##2 : 12 necessary templates to contractor. 14 Group; 1 only Schlage D10S Passage Latch. 13 Finishes . 15 Hinges; 1-1/2 pr. Stanley FBB179-10, 4-1/2" X 4-1/2 " NRP, 14 I Hardware . US 10 satin bronze . 16 Closer; 1 only LCN 4040-EDA-Cush. 15 Closer. Bronze lacquer, stat . 17 Kick; 1 Black Plastic per leaf 1.0" X, 2 " less than door 16 I Lock Style . Schlarge Rhodes, Lever. 18 width (mount on push side of door) . 17 Lubricate and adDust all hardware for proper operation. Misc. 1 set Pemko S- P p 1g 88 Smoke Seal on head and jambs . 18 I Thoroughly clean all hardware prior to final acceptance. 20 1 only Pemko 412AV automatic door bottom. 19 Hardware Item; . 21 Door #1, Basic Bid: 22 Group; 1 only Schlage D10S Passage Latch. 23 Hinges; pr. Stanley 1-1/2 y FBB179-10, 4-1/2" X 4-1/211 . 24 Closer; 1 only LCN 4040-EDA-Cush. 25 Stop; 1 only Ives 407-1/2 . 26 Kick; 1 Black Plastic per leaf 10" X 2" less than door 27 width (mount on push side of door) . 28 I I DOORS AND WINDOWS 93126 - 3 DOORS AND WINDOWS 93126 - 4 I8840 SWBurnham Street 8840 SW Burnham Street 4 of 28 of 28 08/1 -00 /96 �1i1► li �►lilili itili�i�iii�i i i!�!ili�ili�� i i;iliti�i�i<<�t i!ilili�►!i!► i ilil�lIIIIIII i 11111111ilili i � I�I►li�iliii ililil►�tiili t i!ili�i�ilili�i i ►!ili�iiilili i!iliji�ilili! INCH MAD[IN CMtl1A 1Z 14 h Y- 0 4" IGARD C .-EN 'IPRAL ... 0 C� q) Om 66 a A d C D E F a�i 0 t- r� a ]'_j or 0) oN = v t a u) O h 8840 SW BURN:HAM ROAD 1? Y 0 c� Cy c v oma° zz '. TIGARD, OR 97223 `� c wawa 4'-6' WIDE x 1'-b' I NIrsN RELIEF AIR LOU1/E11t¢ CENTERED ON EXIST. Cd -- --_— WINDOWS, TYP. or- bIX GTE w.o. no. 5460—BO2-3BO01AA op —+._ - ---- SEE MECO. O PROJECT NO. 93126 ca 00 te 0 N O WOMENS RM SEPTEMBER, 1993 m �N 6 )�. O O z Z Y OCC N et O Lm 02 c 6 o X Q . 1 V Q coa° auU... ! ARCH ITECTURAL/MNCHANICAL ( o IJ I ----- SITE PLAN, FLOOR PLAN 2 ----- ELEVATION, DETAILS f MiCH AN I CAL I M-1 --- DEMOLITION AND DETAILS / i M.2 --- i-IVAG FLOOR PLAN ALT. BID yf NEW 3 xl DOORII 8 XBROX 9= i --------_--_______-.-- tLRCTR I CAL I 0 - - E-I --- FIRST FLOOR POWER PIAN d_A _R_Y _ _ A E-? --- WTAIL6 (---- 21 NEW ig' W( E LACI BATTERY— — -� '�� - - ! j _� E-3--- ONE-LNE DIAGRAM / \ FT BATTEN '-4' '-6'- I �� FP I FIN FLR TO � -- -- --TOOP \ -NEW EOJIP. I '" LJ -FUTURE EOU',P. II i+ai I �'i 'NT Roor�t GENf:RATOR ROOM c NEW 2'x?' CABLE I I I I I ! I I OPENMG / I I I I I I I I 8'-10 TO BOT. vjl-.6l 31-0' E 6L Y-2- L2"-4- \ CL NATES: -ALT. BID n: \ I V REMOVE EXIST. INFILL Q_�,. I. EXbT. DRP? O *ED GE IL ING PANEL FOR NEW 3x'1 DOOR ..n TO REMAIN RELOCATE FIRE ALARM ?� PANEL AS REQ'D. JI-ST. CENTRAL Q. , lK NORTH di 2 R I RST RwOOR PLAN WOW d I �-x— x x x x x x x x -_x x x -x----x� x �F '- , Ccs X Approved. ........ .. ..(.......... .. .. ....... ............. is �1 NORTH PE'r`I1PIT PI _ - C). .......... Y.. .. Q► see lator to:Fo� SITiF 1.A1�1 A tuc,h.............................. .......... ...I. f: J 1 r.40- Job Address:.__ ") _460Y jr,_Rd) B)r LU GTENW w.o. no.: 5460-502-3E3r 0144 _ �- ISSUE �_ DATE: CALIFORNIA L= HAWAII NORTHWEST gEPT., MM3 One GTE Place, Thousand Oaks, CA 91362 P.C. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA U206 SHEET. gg40 SVN Burnham Street GTE; Telephone Operations gof28 ® West Area CrOWClsy 11 ,004m. /fww" plot .cele! V .V-1e, 08/19/96 , ;! �I �I � ! �! �! � ! I�!�I �I� ! �I �! I I�i�i�!�!�!�! ! !�!�I�!I!�I�i�! !� !�!�!I !�!�i ! !� !�I� !I ! �!�! ! !�I �!�� I!�! �! � ! I►I!�! I!�!�! � !�i �!�!�►i�l! ! i�i�!�!!!�!�!�� i�!�!�!�!�� !�!�!j!I!�!�i� � 1 IN MADE IN CHINA f '111�I�Illilil��ililllllllllil3 lllllllilllllllllll�illllllllillllltli!111111lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIllllllllllillllll'lllllllllll�llililll!Illllllli!Illllllllllllllllli!IIIIIn11!IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIiIIInIIIItIIIOIIIIIIIIIIIIInIIIIIIIIniIIIIII�IIIIIIIII�IIIIIIIII�IIIIIII ,- 40 00 a r fr i i'i'i '' 4'+�', ■ (6) NEW RELIEF AIRI 00 N LOUVERS PLACED I ® O1 TO COINCIDE WITH NEW � 0 ' � N DUCTWORK AT30VE EXIST. 00) c ' FIRST FLOOR DWrPED 6-6-cm 10 CEiL;NG AND To ALIGN _ V/ -- WITH EXTERIOR CRICK MODULE, (�-- AVOID EXIST. DRIP GOUR6E. I I 1 A V U 0 ALIGN WITH CENTERLINE OF M ii a OUTSIDE WINDOWS IN EA DAY C o SEE MECH. __-- __.__ _- _____ EXIST. CEILING ST! U jt! E •,,,� C C 3 C C OIL w a -- EXIST. DROF ME GEILIIJG ,N VERFY LbCA�ON- -- 0. CU 400 0 WINNERin N N C, U)Of 0 tN.. -44 ® UCCNN — � "M- - t? O•s 1 NORTH RLAVAT I ON L= 0 0ito LO i V Q 0 a s IL MODIFY EXIST. - -- CON 7. STUDS TO - CEILING GRID TO STOP to EA• NEW ST'L. 6TUD WALL 61DE OF NEW WALL - _ CONT. tlYP. 130. To L6xbx% WITH *'♦ TAPE FIIONLY. -- -- - EXIST L T TO N -- EXIST, WALL CONTINUE DOWN BOTH JAM56 GYP. MD. ON u v 341 METAL STUDS � EA SIDE OF • *1 oz. 311STUDS = MEOW. DUCT It bx% WELDED TO • Ib' O.C. j SEE MECH. - L6x6 r --- (� 2 LAYERS OF s/4' FIRE _- 6EALA-IT RETARDANT PLYWOOD. SCREWED 4 GLUED TOGETHERNEW AIR LAG SCREW FIRST - - WITH BUGE6CREEN LCAIVER LAYER PLYWOOD t0 WALL • 12' OG., ' 34' STEEL STUDS STAGGER TOP 4 C • Ib' EXIST. CARPET TILE EXIST. V. C. TILE I (/ TO REMAIN - - - - SEE SPEC. " WAXING. 7 4' FIBBER '. BABE, EA. SIDE I -- d; .`• Iti4 OF NEW WALL. -1 - --- r' I 3 I.AG SATTRN DTL. I.OUVNR ONTrw i in ZI la•.r-o• 2 s•.r-a i Z ll e 0(� _�____ ) W 41/41 a 1 - - -- 2 1✓4�XI/4' ANCHORS • — DOUBLE STEEL 6TUD d 2' FROM ENDS 4 24' OAC. �� • DOOR HEAD/JAM MAX. ALL METAL MAY BE SHOT TO CC7NCRETE. UL ZJ�' 0 n r2--N t�JA OTA I „ro•_ �•j•• � �. — 14M MR" 4 DOOR � -l=Xf6T. GYP. W. ON �'- 3•.I�-•• '' MASONRY. • --�- -- NI - PATCH GYP. BD, AS REO'D. NEW 3' X I' H.M. DOOR 4 FRAME t :• NUAD / JAMB SIM. -REMOVE Ex. INFILL OF WALL. - - le GQ STEEL N FRAME __ _ W oc HM. DOORr6----N000R OT1.. MASON WA" �-- �. .� 3M C6-19b COMPosl1'E ALT. B D n ONLY. USHEET TO FRAME W/ f '^ , tK••r-o' 6GI�:,WS 4 GROI`1I'1Et8 N 9 i X ' 18 GA tStEEL in X EX. CAf�7 ILES O W FRAME -- ol N w/ GTENW w o. no.: E 4460-B02-35MIAA Z AUTO. DOOR BOTTOM ISSUE ---- ----- ' EXIST. VC TILE DATE: CALIFORNIA HAWAII [ZfNQRTHWEST 5F—FT., 1993 Q NEW 4' ALUM_ r�+�aEeHc�4D - One GTE Place, Thousand Oahe, CA 91362 P.O. Bax 2200, Honolulu, HI 96841 P,O. Boy ,903, Everett, WA 98208 SHEET: - g PB40 SW Burnham Street .� 004MIX TRAY OPENING DTA. DOOR THR;%e*4OiO GTE TeUsphone Operations 7 of 28 �'•I'-0• � 3'•I'-0' EM West Area crow/cloy 11160e. '/0I0Vd09 plot 6Ge10I/E'•I'-O' 08/19/96 I'll �I1I1I�IIIII I� Ijlll� lllll I III�I�I�l�lll I I�Ijl,l�ljljljl III�IIi� lllll I IIIIIII� IIIII I Illlllllllijl I � Il�lll�llij! I Illll�l�lll�l ! Ijl�ljlll�llltl I I�I�I�ijl�ljl I�II�(I�III�I� INCN_ ' MADE IN CHINA 'mild!Iiuliliiililulliil�IlliiIl�Illllll I�IIIIIiliil!IIIIIIIItIiIIIIlilililiilli�Illliliiillilllliillilllilillll�iliillllllllll�iliii�llil�liiillnillniilinl!iuilinili—i►I�Illnlill!IniiIIIIIIInIIIUIInnIunlllnlln�llnllunll;Illnl�!nll!Inllnnlnnlllnllnllnl'In� t. 4 1 i - iL REMOIvC (E)12Y30 OUTSIDE a - �. —!- — —�--- -� -- -- AIR LOUVER TO (EJMULTI-ZONE UNIT � T THERMOSTAT OS7AT rte\ .66 A $ (c J '�' 1 E � l F \ �J AD AUTOMATIC DAMPER MD MANUAL DAMPER00 N Co ---_ J.. —_. - - __-_ --—-- — jr _ ___—_ __ j —— _ -- _--- --- _, FV FIRE D AMPS E' 0 O w N —_ __ — _�----=moi- - - — _ FLD-I FIRE .:,AMP'S Com► R 006- O 16- O 40�DF � ` � (E) EXISTING N �N = �f M 400 CIT 400 400 2 `�160 w CONNECT TO EX15TING ag o 3® V O -I 1rD3 I z CID .. r� s ii 40 C C C---� I r1 N5 = EXISTiNCx woRt� "'� o 0 0 ___ ___-- _-- — -- - C ...__.__ _ _--.- __-- [ ` ._. - (E�EXi-IAUST i:UC-T _.___-_ __.______.__ C O(L W IL I I I I I ! L1 4 I DUCTLUORK AND RELATED DEMOLITION � � u�oMEN -125 A4 125 125 125 90 Q. - [� -_-� - -- NSW ld1G�RIC U C I 1320 1 320 1 320 I �. I -__ 1 ao N p 0C'4 CM Zr' J SPECIFICATION REFERANCE :3 (0 1 N ~ X40 (CA = CEILING RETURN, CB CEILING SUPPLY) w `r m 24X24 _-E -- NECK SIZE OM N I �� X100 - AIR QUANTITY d I ( 0 ' `� w gypcI* 0 O c to 32fd -- - -�_`,! _ 320 ��) 320 320 !XXX REBALANCE t0 CFM INDIC'�TED �� 6' (0 O C < REMO (ETLEX DUCT AND R C-ONNECT (E)THER TAT I 1930 ITYP. 3 SEE - FOR B5 'T AIR 150I�''I 150 I (E).36X14 120 1 -\ � HANDLINGUNIT � (E)18X10 Z(d 1 \ �1?0 `•l.. '120 � ..---_ 10� REGISTER `-`" I \f_il / _ \ 1 I XE RDX ROOr'I ELI 320 1 ?4 1 _ _ E D _ _ I mo ;EIIBXIIT 1930 CFM mr - --- — _ - - — - -- — J _ I (E)30XI6 (E)&OX241 (E.)60X30 (E)I&X10 At I � EQUIPMENT ROOM ATO ' R O GENERATOR1-1 I �, EQUIPMENT ROOL_ITM _ f, 6 c� Z -+- NORTH LU P-,5FLOOfR f=LAN DEt*"'ICILITION I SCALE: 1/8' V-0' -----� — -_ 0 Q a: - `aJ SUPPLY DUCT EXTRACTOR — ILI� ILI — ��_- u Q - Z I CEILING DIFFUSER CEILING �y pC w U_ 2 T%4rf=. CEI- _I—_NC; 1D IFFU5EfR CONNECTION _ t''12 NOT TO SCALE CxTENUJ w.o, no.: 560-5460--502-35001,A4 0 0. G7 ISSUE DATE: CALIFORNIA HAWAII NORTHWEST 5EF'T., 1993 One GTE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Honolulu, N! 90841 �-- P.O. Box 1003, Everett, INA 98206 SHEET: BSC, � 820 S.W. 5TH AV�;NZT1 D S C, Inc. pORT1,AND MTE �OREGON 97204 8840 SW f;urnham Street Mechanical GTE Telephone Operations '011 2 Engineers PHONE: 503 '226-3366 into West Area am 8 of 28 FAX: 503 226-0570 I 08/19/96 IIIIiIIllltllll I� IIIIIIIIIII I III�I�lIIIIII I I�I�III�I�I�I�I IIIIIII� IIIII I IIII!II� IIIII I Illllllll �ili I fllllll ,lll�l I IIIII�IIIIIII I III�I�III�II ►fl I I�Ill�lllil�l IIIII;IIIII�I� } INCH MADE INCHINA 41 - 7 .... 1 11 1 ice—1Ito 1 13 — 'IIIIIIIIIIIIIIIII►lfill!!!!!111111!I111111111111111lII!Iillllllllllllllllll1111111►IIIIII�IIIIIIIIIIIIIillllllllilllllllllllllllililllllllillllllllllllllllllllllllllllillllllIII!IIIA!IIII►IIIIIIII►11111111111111111111iIi111111►III1111111111111111111111111111111111111IIIIII1111111111111111IIsIlilllllll I OUTSIDE AIR INLET r� OU WITH TER ON— -- -- --- 9 S DES SEE 3 l A �B� �c J E F PRE55URE 54X30 LOUVER, N.I.M. RELIEF SEE CO Cq_ C(m "ma-. 4@@ �I J Z-4 CE)THERM0ST I 0, � (TYP. ) 400 . [, 160 -- SUPPLY A � ELBOW TURNED UP �� -- - - - WITH VOLU('tE D�+,MPEf28 I I -f LOCATE l Jt` k ----------- - I 300 i - - OFFSET N REL DUCT C� X15' AX. (� O ~ r NECESSARY FOR INSTALL TION CA 103 ply .at 22X?2 MANS RM L� t C o 0 0 0 - RETURN AIR EL30W TURNED UP "' U t 102 OFFIG UL3E_ -_- - _ C UX w d r__ - — -- ---- - - --- -- ___.-- 1250 J - - CEiCXHAUST DUCT RETURN TYP. 12 104 --- MANUAL DAMPER TYPICAL 30 MAX. � C C -- RADIUS OFFSET A 125 715 /i 115 725 �� ,x - -- SUPPLY AIR ELBOW TURNED DOWNzer � SO -- - i -- SQUARE ELBOW C �� TURNING VANE I 1320 I 320 I 320 I -� RETUfZN AIR ELBOW TURNED GOWN N i ___- ,--.. -- --------- - o N N 30' MAX p t? _ \ - RADIUS ELBOW OD C4 140 '� -- CONCENTRIC TRANSITION R D R +' OM N -- — _ ® OWN - I - - 30' MAX � � C� � TAKE OFF h V - I I -- E 3CENTRIC TRANSITION 12" OR ''%D 0; c -- I oi- 32 @ I - i-==_ - 32 0 t- I _ - - -\� ! ' 45 D co Q0 � � -- - - --- -- (E)THERMOSTAT TYP- OF 4 --- -- RECONNECT lE IFFUSER WITH Z-1 I I /''� "�'' f hI CA -2 RIGID DUCT (TYP. 3). ,\ CAPI h� 750 2 � IJ C I D E T A I L C'J' r�-- 14x 4 500 �— ��14x14 , I (E)18X10 �-� f 500 __� � � � , �] t-12 NOT TO SCALE 1250 4;,1 �D-I I r -I I 5mfd I 5@� 320 --- I TYP, OF 4 Is 's (E)IbXI@ Z-2 20X20 _ _ _ --- _ ---- � � (E)30XIB Z-3 . '250 I / 24'� _ Z-2 CE)i HERMOSTAT - -- _ ;: I i ,. -� `' _1(E)ISXI0 Z-4 T'P. OF 4,� 14x 14 _� fi ♦ __ --— (E @ 24 z 1 Ii30 14X8 14x8 14X8 �'� I -- — — --- ---- — ---- -- - T z- - —----- — — — — — — 4 L 12 I I I X14} 30X2 @ �� I ( I GB _ I ---- `� V_ 18X1 �� i - �-' 18X10 FJ"�_1 - -- CE)h X3© 3EGrJND FLOOR 14X14 14X8 2 16 - I I 3�'� 2 I I 36X20 ---� ,�--� �'_�•��-�T-ti:T` TYP. OF I@ 10(o 4x QUI hiENT ROOM G�N-ERATOO9 ROOM 14x14 STP EQUIPMENT ROOM 2,2X22 X8 ldxe _ 1500 1 TYP. OF 3 J, i _— - - — - - - - ---__- -- -- - - -- - / .. - 5 - _�- - 1 Tom_..------- I I ' � lEn4'0 J� CEILING O XIST= C�NTRA4 OFF;CE Z CA CA- LSl 20X20 2OX20 r- I NORTH 1250 1250 �'i2 F�&T FLOOfR f=L4N SCALE: I/8' = 1'-0' Ir � �-- QFFIGE SWITCH ROOM A - t� Il ``♦ j 22:K22 a, ' W X 1250_ U 54::30 O.A. J i_-----_--\yIL- LOUVER N.IM. X 54X30 O.A. 22X22 LOUVER N.IM, FIRST FLOOR CA- --� ADI -- - --- U- L-----__ 22X22_ FIRST FLOOR p - - ---- 12 0 - CA - - -_----� 22X22 � IOX48 !-�. I��v��,._�Lr�_._1- -- L�-��-�� •—/� �'' � � A� EXTEND 30X12 DUCT 4 WITH 4 1250 Ul r u_ - --- - _- RAIN GUTTER ON THREE al W SIDES. 4 OFFICE Af'E A FERE 55URE �E L I F � E TA I L A 5UJ I T C H f:001` E 55��E _fRE L I EF I E TA 11� _ �. t 'q SCALE: 1/2' . i' — — v -- JM? SCALE: v2' - I' V (E)TC MULTIZONE UNIT 0 W -4 CsTENLU w.o. no.: _460-502-380D1AA (t = p- 36 T ME CH AN I CAL-_R(2Q`1 1�L �`�' 0. m ISSUE a _ -- —. DATE: __1 CALIFORNIA [� HAWAII [��NORTHWEST 5EPT., 1993 — t*'01ULTiZ0NE U I �l � � A-I- F --I I V,T,4<= �0�-1 F I C A T I CI V ---- Onra GTE Ptoce, Thousond Oakta, CA !1362 P.Q. ®ox X200, Honolulu, HI 468 1 P.O. Box 100 , Erereli, WA 91201 I I� SrIaL E: 1/4' ■ I'-0' 820 S.lf. 5TH A�IEN[TR SHEET: �-- BSC, Inc. SUMS 1004 r PORTLAND, OREGON 972.04 Mechanical GTE Telephone Operations Engineers West Area 12 OF 840 SW Burnham Street PHONE; b03 2?,6-39AA 2 TAX 803 226-0570 9of28 - 08/19/96 ijlj � j! � IIi {i{ i � lji{i; i� llljl i i {I{i { i�l{i{i I I{�iljl�l{i {i{��I{i{ ili{i{ i I i { ii!{ i� lli{I I i{i { Iii � i {i{I I I { I{I{I �i{ I{I I i {i {i{I�i{I {I i 1{I{I{111{I{ I{i i �{I{i�1{i{I{I i{I{ijI{I{I{I{ INCH I MACE IN CHINA t pmt ! t 1 � 1 1 11 .1 1 Zi 1 f11IIIu111I111ui1�II!i�Illi�illlli{IIIIInIIIIIIIIIIIIIIi1I11111nIIluIII+II IIIIIIIIIIIIIIIIIIIIIIIIIIIIVIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIII IIIIII1IIIIIIIIIIII11111,1111111111111IIIIIIIlIiII1lIlli{ IIIIIIIIIIIIIIIIIII ■fit! IL PANEL + 10E. 120 208 3 PN 4 W 225 A BUS ISGLATED GROUND BUS DESCRIPTION LOAD BKR P CKT N BKR P LOAD DESCRIPTION y - -" SPARE: 20 1 1 A 2 20 1 SPARE INVERTER 3000 35 1 3 B 4 20 1 SPARE SPARE 20 1 5 C 6 20 1 SPARE SPARE 20 1 7 A 8 20 1 SPARE 00 _ SPARE 20 9 B 10 20 1 SPARE SPARE 20 1 11 C 12 20 1 SPARE M SPARE 20 1 13 A !4 20 1 SPARE - �' � � SPARE 20 1 15 B 16 20 1 SPARE OOI)T 'G C� `8� C `�D1 ( E F CG SPARE 20 1 17 C 18 20 1 SPARE Nit") SPARE 20 1 19 A 20 20 1 SPARE /'/� N w V O` SPARE 20 1 21 B 22 20 1 SPARE V/ SPARE 20 1 23 C 24 SPACE BATTERY CHARGER 16569 60 3 25 A 26 SPACE cv �'� O II J ---- - - B 28 — — -- --------- ---------- 29 C 30 SPACE CE �I � 1� --� BATTERY CHARGER 16569 60 3 31 A 32 SPACE N 4) C 33 B 34 SPACE 0 O O 35 C 36 G V 0. W d -----------------------•- SPACE t O � 39 B 40 SPACE + BATTERY CHARGER (FUTURE) 60 3 37 A 38 SPACE MENS _ RM --------------- -------- C II ---_________---------__-- 41 C 42 SPACE 36138 WATTS ---- --- -------------------------------------------100 AMPS - -------- C0 El ® +n c7 d lW MENc`• FLM GENERAL NOTES+ N _ aN (VO I I I I . ALL CONDUITS IN NEW WALLS OR ACCESSIBLE CEILING AREAS SHALL_ BE �" (/)N 0 w _ -- I --- -------.__ _._.. _ ___ __ -_. ) CONCEALED. '`'�. 3 - ot3 .___. 2. CONTRACTOR SHALL LABEL THE ENTIRE NEW AND REVISED ELECTRICAL SYSTEM TO U J 10 -q CLARIFY FUNCTION O EQUIPMENT AND IDENTIFY LOAD 9EING FED+ (p b CC N 'a• o " N 1 A. PROVIDE LAMICOID LABEL FOR EACH LOAD BEING. SERVED AT EACH 0 4 � I II I I DISTRIBUTION POARD. c B. PROVIDE LAMICOID IDENTIFICATION LABELS ON EACH D Lm (J go c 0 DISTRIBUTION BOARD, L. � ` O �( I �— -- - PANELBOARD, DISCONNECT SWITCH, CONTROL PANEL, TRANSFER SWITCH, to O 0 Q OFFIC- SURGE ARRESTER, OR OTHER ELECTRICAL EQUIPMENT. V m a a � I 1 _ — _ - ` I C. PROVIDE PANEL AND CIRCUIT NUMBER IDENTIFICATION FOR EACH NEW ! f RECEPTACLE, JUNCTION BOX, DISCONNECT SWITCH, CONTROL PANEL OR I OTHER LOAD BEING SERVED BY THE ELECTRICAL SYSTEM, LABELS FOR INTERI❑R RECEPTACLES SHALL BE ENGRAVED IN COVERPLATES WITH BLACK 3/16' HIGH BLACK LETTERS, ---^- - -- ---- --- - -- — =- -- 3 LAMICOID LABELS SHALL BE COLOR CODED AS FOLLOWS, BLACK (NORMAL), RED ,-� -- � - --- (EMERGENCY), PURPLE (UPS) AND GE ( ORANGE SOL AI GROUND) . I 1 FLOOR GROUND BAR ( I 3. ALL GROUNDING CONnUITS TO BE PVC SCH. 40 UNLESS OTHERWISE NOTED, I / SEE 1/E2,4/E2,& 3/E2 I I 4 . PROVIDE A GROUNDING CONDUCTOR FOR EACH LIGHT FIXTURE AS SHOWN ON / g "PANEL 1 CE" I 1 05 DRAWINGS , BOND TO EACH FIXTURE, XEROX ROOM 5. COORDINATE: NEW AND EXISTING ELECTRICAL INSTALLATION WITH MECH. PIPING, �_. ,�..• DUCTWORK, AND NEW WALL;. RELOCATE OR RE-FEED EXISTING ELECTRICAL AS PIT 1 REQUIRED, 6. ALL GROUNDING SHALL CONFORM TO REU'!IREMENTS OUTLINED IN GROUNDING I ! GENERAL NOTES. SURGEG 1 ARRESTOR 7L Lj �7 L_J _� 1 � �-- (E)GENERAT'JR/ — ATS T'ERM14ATION NOTES: - QED Nor _ \��WG I Nee f� secTloN - � � � J I — O PROVIDE A NEW SURGE ARRESTER, 277/48OV, 3 PHASE, 4W, JOSLYN j i 4.38 85. �, gq 39 11 I 1 OG C �' MOUNT ARRESTER LOAN ON WALL, AS REQUIRED TO ALLOW CONDUCTOR LENGTH TO �I 1 1 STP EQUIPMENT ROOM ESC UIPMENT RvOM �FPvERATC�R_ RnJP.� BE AS SHORT AS POSSIBLE. (CONDUCTOR TO BE ROUTED FROM ATS LOAD SIDE b� f( .2 0 E QQ , (E)300KW GENERATOR LUGS THROUGH ADJACENT TERMINATION SECTION, AND INTO SURGE ARRESTER.) 1 0 I Of I � �� --( ( I I CONDUCTORS SHALL BE AS STRAIGHT AS POSSIBLE. CONTACT HANS STEINHOFf AT v\G�y I O I I I I -- (E)AUTOMATIC TRANSFER S`�IITC 12 JOSLYN, PHONE: (805) 968-3551. �'�, 30 (E)MN208/PANEL"1AE-/PANEL"P' U. tjt _ I U PROVIDE NEW LABELING FOR ALL CONDUCTORS GENERAL NOTES. N MASTER GROUND BAR, NEW �S (E)ME208 (TE1 P CDP, S.O. X19 OF280) AND EXISTING, PER LJ LJ L J L _I ' (E)TRANSTTION SECTION �3 PROVIDE NEW NON--METALLIC CONDUIT AND CABLE CLAMPS FOR THE ENTIRE LENGTH OF GTENW LEAA 018, A CONDUCTOR ROUTED FROM THE MGB TO THE -� �-_---- — - -r� 1 -- - - - - SECOND FLOOR FGB. REMOVE THE EXISTING METALLIC CLAMPS. 0 - r T --T-- 4 O PROVIDE GTENW LEAD 20, A X2/0 CONDUCTOR FROM THE MGf3 TO PANEL `IEEE' Z GROUND BUS. (PROVIDE A NEW GROUND BUS IN PANEL IF NONE IS EXISTING.) ! O5 ADD GTENW LEAD #20, A N2/0 CONDUCTOR FROM THE MGB TO THE GENERATOR SET r� U CHASSIS. ROUTE CONDUCTOR IN '/4' PVC SCH. 40 CONDUIT WHERE BELOW 8'-0" 0? ABOVE FLOOR. ) (E)MAIN DISCONNECT SWITCH 10 11 EXIST. CENTRAL OFFICE - E1ME 8 b ( © ADD GTENW LEAD #20, A #2 CONDUCTOR FROM THE MGB TO 'THE TRANSFORMER 0 I't CDP, GROUND BUS. ROU 'E IN 3/4" PVC SCH. 40 CONDUIT FROM TRANSFORMER TO 8'-0" ' ! 0.#19 05280 ABOVE FLOOR' J a r.. I Q /�III II p Q A I r -1! (E)Xi MR O7 PROVIDE A NEW FLOOR GROUND BAR, 20" LONG ON INSULATED STAND-OFFS. r I f'5-r =L 000f' �V"WE fes. I L�I�l - �- 1 © PROVIDE GTENW LEAD 15, A 750MCM CONDUCTOR FROM THE MGB TO THE NEW /� � I� FGB. 02 (E MASTER GROLIND PAR _ , SEE 2/E2 L 11 j � � PROVIDE GTENW IEA( X20, A {�2 CONDUCTOR FROM THE FGB TO THE GROUNDING BUS OF THE NEW PANEL. 10 UNDER THE BASE BID, VERIFY THE SIZE 01= THE EXISTING CONDUCTOR FROM THE MAIN SERVICE NEUTRAL TO THE COLD WATER. PIPE. UNDER AN ADDITIVE ALTERNATE, PROVIDE A NEW #3/0 CONDUCTOR FROM THE MAIN SEPVICE NEUTRAL 4 TO THE COLD WATER PIPE. [ t �_- - 1 1 UNDER THE BASE BID, VERIFY THE SIZE AND EXISTENCE OF THE GROUNDING �YkBQI-� SYSTEM FROM THE MAIN SERVICE NEUTFIAL TO TWO GROUND RODS OUTSIDE THE - ` -- BUILDING. UNDER AN ALTERNATE BID, 'PROVIDE A #3/0 CONDUCTOR FROM THE MAIN AI (E)PANEL "1CCE" SERVICE NEUTRAL., DOWN THE INSIDE 01= THE OUTSIDE BUILDING WALL, DIAGONALLY {� THROUGH THE FLOOR SLAB AND FOUNDATION TO TWO 5/8" DIA., 8' LONG GROUND AFT ABOVE FINISHED F100R RODS 6'-0" APART AND 301' FROM THE BUILDING, CADWEI DED TO THE CONDUCTOR. EMERGENCY BATTERY LIGHT FIXTURE CONDUCTOR TO BE ROUTED IN 1" PVC SCH 40 FROM MAIN DISTRIBUTION BOARD TO .� �.-.� RECESSED FLUORESCENT LIGHT FIXTURE AIC AMP INTERRUPTING CAPACITY (SYMMETRICAL) I'-0" OUTSIDE THE BUILDING. SINGLE POLE SWITCH BG BELOW GRADE 1� ADD A GROUNDING BUS IN THE AUTOMATIC TRANSFER SWITCH, LARGE ENOUGH FOR $3 3 - WAY SWITCH C CONDUIT CONNECTION OF (8) #2 CONDUCTORS. w CU COPPER 13 CONNECT TO A NEW 20A/1P CIRCUIT BREAKER IN NEAREST AVAILABLE 120/208V, 3 N g4 4 - WAY SWITCH PHASE, 4W NORMAL POWER PANEL. UPDATE PANEL SCHEDULE AND AS-BUILT N (D) DEMOLISH/DELETE DRAWINGS TO REFLECT CHANGES.? err z v W DUPLEX RECEPTACLE V m � J � EQUIPMENT CONNECTION E) EXISTING � � n 0 � ' aa- CU> JUNCTION BOX WITH COVER PLATE FFULL LOAD AMPS 0 � SURFACE ELECTRICAL PANElEOARD GFI GROUND FAULT INTERRUPTER GND GROUND w NON-FUSED DISCONNECT SWITCH O %Dw Ey FUSED DISCONNECT SM ITCH IG ISOLATED GROUND "- GTENW W.O. NO.: 5460-1302-313001 AA u-- • ® MAGNETIC STARTER L LIGHTING a MOTOR CONNECTION (N) NEW O DRAWING NOTE DESIGNATION PNL PANEL DATE: 4 J CONDUIT CONCEALED IN WALLS OR CEILING R RECEPTACLE Q CALIFORNIA HAWAII Ev:]]'NORTHWEST SEPT., 1993 - CONDUIT CONCEALED IN SUB, UNDERGROUND OR UNDERFLOOR (R) RELOCATE One GTE Place, Thousand Oaks, CA 91362 P.O. BOX 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 96206 TYP TYPICAL SHEET: ,., — -- CONDUCTORS �-----•----- WP WEATHER PROOF -- GROUND 'IAS Q M1114 I a A8lQC, w uj 8840 SW Burnham Street - P ; GTE Telephone Operations PORTLAND, OR 97201 i 2'71 SMI 9N1l�IMAY, SUITE S10 10 or 2A OW Ina ( '�'�4;r; Wast Area El 0 low/cloy A jvwn /N•1 dwy plot .Cale: I•/9••s 1, I y" OfMIfACA BREUIT M1E i� PRINT :T 101 93M 08/19/96 IIIIII11111111�11111 i IIIIIII�i1i11 1 I�i1111�� 111111 111111111111 1 II INIII III I ' 111111Ili 11N 1111111111111 1 1111111 11111 1111111111111111 111111 1111111 II�IIj1�111111 INCH ��MADE IN CHINA !{II�I�IIIinnlilil��IIIIIIIiiulllnnllll!111111nlIIlllllunlllllllllllllllillllllllllllllllllllltllllllil�IiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIii► -IIiIIII�iilllli�IUllli�iiLlilllll�iillllilllll IIi�IIIIIIIIIIIIIIIIInIIIIIIIIInIIIIIIIIIIIInIIII�IIIInIIIIIIIIIIIII�IIIIn►�nll�ililll. ' w . A .. „ FPf%"A�• �v � � P'� \ 'P.f{' ' .'W'le • �t�'.�'"'.l' - �1'oa."� 1., yf�'.P.:: _ - ■ .. _ . , ` ' �'+ �• A � �1T.fsW tiY''T�' ♦�*�e�,� ':i., d1. �:i�:ye��„ir�r4y�'o'...yY'. , t.? 11i y5kJ{:i.:!� ... � gra _ . td �,ry i�f ,.. v M ♦4 q . .. A s •�� ^�!'�¢71,mn"°E•)G'' ':..�: ..,d .. ,,. �fi ;y��.ny;:,. 'Sa-.g..tY.'bA 1' �-. Y ''Y• Y\ :,Y .� P` ''a.;t , f , r ( r 't r' r V, t y --�`-''- FLOOR CROUND BAR PARTS SCHEDULE •x* . .. MASTED GROUND BAR �\ �J ASSEMBLY - NO EXPOSED CONDUCTOR -^ \ 4 0 CONDUCTOR BENDS TO BE----., 4 m AMT --.—SUFFIX, DESCRIPTION ITEM AS GRADUAL As PosSIBLE f3 1 BE----- 4 /--- DRILL :x/16' 4 HALE BUS BAR PVC SCHEDULE 40 00 C'J (4 REQUIRED) -- -- --- _ -- -- �� _ - CONDUIT AND D FITTINGS �- c CO) NBUS BAR 2' a o cly a BRACKET 2 W 0 p 4ASHER 56 1 1/2'x1 1/2' UNISTRUT WITH - -- O N RRALLATIONO NON METALIC CONDUIT CLAMPS, FOR HEAD CONDUCTORS.6 p N LOCKWASHER 5/16 Um v0 5 - (�, 4 - 5/16-18 x 1 HEX BULT 5 _ m I- ~� O v -"'- ---- --- FINISHED FLOOR . O 0 4 5/16-16 HEX NUT 6 �, ' y c X c CONSTRUCT FROM 3/16' x 1 ' STRAP "a - - _ \ C 00 1. O _ IRON, FINISH AND Rt-MOVE ANY ROUGH 4 5/16-18 SCREW AND ANCHOR J:r t� � I SOLATION STANDOFF � C U a W G. EDGES BEFORE IINO APPLICATION - - 8 C C 0 0 CIS 0 �--co FLOOR GROUND SAR PACKAGE NO.15 0ES-50-'FIG-36. 0 p / THIS DOES NOT INCLUDE ANCHOR BOLTS. PACKAGE IS CU AVAILABLE FROM EVERETT SOUND MACHINE WORKS. p 7 - a 2802 WEST MARINE 'AEW DRIVE - --- .�, EVERETT, WA. 98201 N (206) 259-2216 C ° !� _ Co � �--- ASSEMBLED GROUND BARS SHALL BE FABRICATED , � I`1..00R GROUND �IA r.�. �M 3 4 ---'• FROM STOCKLIST AND DLTAIL DRAWINGS �\ _ -� f;R INSTALLATION � N O CONTAINED WITHIN THIS EXHIBIT, SIDE VIEW (T__-� 1� '�1�7 4)CV C4 O FRONT VIEW \ �.' } _-- 1�IG_�E `!�� mV_ ISOMETRIC VIEW 4 BRACKET DETAIL • �J N❑ SCALE � � Y \/ V N 'Q 1 ' ' 2 O m 't -8 WATER 0 O CV 9 MTG POSITIONS Q 2' O.C. W/1/2'0 HOLES L 3/8' 0 SLOTS ® L N C U) p -- 7/8` W 1 SET C,> O GROUNDING GENER�QIU.01 O 1� MDF MAIN 1 PROVIDE A COMPLETE GROUNDING SYSTEM AS DESCRIBED HEREIN AND AS SHOWN ON ` �� 4 '� ., -- -- 1/4' _ ^5/16'W HOLE 1 STEP UPS AREA A.C. 1 2 GTENW THE DRAWINGS. GROUNDING CONDUCTORS TO BE INSULATED 5T 0 RANDkD, COPPER 0. Q c 4 REQUIRED) C" 1 CABLE N O TYPE THW OR THWN. C , p � FGB PANEL GOWN 2ND HF � 0O NEUTRAL LEAD FG FGB LEAD NO. Q �a a Ls. O O O O O O O O GTI)— ICCE' XFMRS FLOOR MDF TRANS PANEL RACK D.C. B 2 SECURE ALL GROUtdDING CABLE CONDUITS TO WALLS AND CEILINGS WITH NON-CONDUCTING CABLE -LAMPS ON APPROXIMATELY 3 CENTERS. GROUNDING CABLES TO BE RUN 0 0 0 0 0 0 0 0 5I _ ^ ^�PROT.` A� EQ. Ff. EQ. 2ND EQ. +50V ( ) AT CEILING LINE, MAINTAIN 1 SEPARATION FROM COMMUNICATION CABLES. O O O 0 O 0 O O O O �" "��" ` ( 'J 3 IDENTIFY ALL GROUNDING CONDUCTORS AT BOTH ENDS OF CONDUCTOR WITH 15 ?0 20 LO 20 PERMANENT TAGS, I.E. 03/0, MAIN DISTRIBUTION PANEL, LEAD 13• SHOW A3 23 23 A20 57 1110 13 31 18 15 37 CONDUCTOR SIZE, LEAD NUMBERS. AND DESTINATION ON ALL TAGS. S/6 4 PROVIDE ENGRAVED LABEL IDENTIFING THE MASTER GROUND BAR' (MGB). I 20 23} 23 20 5 DISSIMILAR METALS BUS JOINTS: 1/2 a. CLEAN WITH TEFLON PAD OR SIMILAR MATERIAL 112, MCM #2102/ 025 0250 02/0 0750#750 0750 b. COAT WITH ALCOA 2 , 02 02 02 1 01/ 010 #1 #2/0 02 j4/O MCM MCM MCM MCM MCM THROUGH THE COMPOUND V'THLAJOFINE WREPBRUSHABRADE THE SURFACES c. USE A PAPER TOWEL OR CLOTH TO SMOOTH OUT THE GREASE NOTE, O 0 6 O TO ENSURE COMPLETE COVERAGE. 1 , SURFACE OF GROUND BARS SHALL BE FREE OF BURRS, ECT, 0 0 0 0 , 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d. USE APPROVED CONNECTORS. (D 2. ALL LUGS ARE To BE ECT. )BE PROVIDED KITH APPROPRIATE MOUNTING O O O 0 0 0 0 0 0 0 0 0 0 0 0 HARDWARE (BOLT6 WHEN SPLICING CONDUCTORS USE CAD WELD METHOD OR COMPRESSION METHOD. 7 PROVIDE TWO HOLE COMPRESSION LUGS AT ALL TERMINATIONS. 01/0 02/1 02/ #2/0 8 NO EXPOSED COPPER CONDUCTORS AT TERMINATiON WILL BE ACCEPTABLE. EXISTING ` MASTER GROUND 9 CONTACT GTE NW REPRESENTATIVE FOR ACCEPTANCE AND TESTING OF GROUNDING ;` 4 FLOOR G '�0UND BAR BAR(UNZONED) SYSTEM CABLES INSTALLED FROM THE MASTER GROUND BAR TO THE COLD WATER 16 7 5 5 SERVICE AND GROUND RING CONDUCTORS. _ -- .p PROFfJf 10 CONDUCTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING WIRE BENDING RULES �� , J UP TO 6" MINIMUM ��G I INEf;P d CVCB WELL GROUND 6 TO 146/0 12' MINIMUM 8939 I 0 1 RING $4/0 AND ABOVE 24' MINIMUM O 11 COPPER TO COPPER BUS JOINTS: aaeopr t � qb EXISTING TO REMAIN OR NEiN BY OTHERS a• CLEAN ENTIRE GROUND BAR WITH H A TEFLON PAD OR SIMILAR MATERIAL �'�� X30 PTP /\ (DO NOT USE A METAL PAD, WIRE BRUSH OR ROTARY TOOL) 2 � BY THIS CONTRACTOR b. COAT WITH NO--OX-ID TYPE 'A" GREASE OR KOPR-•SHIELD. c. USE A PAPER TOWEL OR CLOTH TO SMOOTH OUT THE GREASE TO ENSURE COMPLETE COVERAGE. Q .M_ANO—SMR- G GROUND -SAR- 01F.., d. USE APPROVED CONNECTORS. Z � 1 2✓ 12 GROUNDING CONDUIT TO UNE UP WiTH TERMINATION POSITIONS ON GROUND FIAR. cv U (1) w NOTES: O C ,/� 1 REWIRE LIGHTING TO REMAIN IN THIS ROOM AS REQUIRF_D TO RETAIN CONTINUITY a 3 i • • • . • • { � � \�/ O OF CIRCUITING AFTER REMOVAL OF OTHER LIGHTING. CIRCUIT FOR CONTROL BY Q 1 ICSWITCHES SHOWN. i _ 2 OMS "PS L IRON O.C. �2 PROVIDE NEW SWITCH SHOWN AND CONNECT FOR CONTROL OF ALL CEILING LJ f 5 TYP. . _ _ -_- GTENW L TCB MGB WO E.Q. +50V DMS LIGHTS. n . . . C J E -'� NO., TYpP. --� I STORAGE 0 UNDER ALTERNATE DOOR BID, PROVIDE SWITCH FOR CONTROL OF ALL CEILING �-- TCB 15 15 57 ( 54 31 37 FG LIGHTS. � 4 \ NEW EMERGENCY BATTERY PACK CONNECTED TO UNSWITCHED LEG OF THE OVERHEAD EMERGENCY LIGHTING r_,NCUiT. MOUNT BELOW LAG BATTEN. EXISTING LIGHT FIXTURE TO BE REMOVED. hA� . L J t3 11'P. L J L J 4 0750 /� STP EQUIPMENT ROOM♦O 02/0 MCM #2. 02/0 06 02/0 075 02/ EXISTING LIGHT FIXTURE TO REMAIN. mcmNEW FLOOR sp 0 I L _J L ♦..1 L J . . . O GROUND BARB 0 b 16 NOTES , I --! i TYP. 0 0 0 0 0 0 0 I G E2 O I O 10 O O O O ( O CONDUTORS BY LIGHTING FIXTURE SCHEDULE OWNER, LUG BY i�, I I I THIS CONTRACTOROR •A' EMERGENCY INDUSTRIAL BATTERY PACK WITH 12V LEAD CALCIUM BATTERY AND 3 YEAR I 'I L -r t'-�----`- "� 2 BY THIS CONTRACT WARRANTY. 4 civ --7� E ERGI-LITE 0LSM3., 21E � I Cc- GTENW GTENW ZONE--� . V er w DESIGNAii3ON, TYP• E" �✓' _ _F1=0-T FLOOR f=ARTI#4L L iGHTIi\ �� .• LOOK Cs�2 UN -- _ _ZON I�(C�- .DETA(L-- w T _ n _� w GTENW W.O. N0.:5460-502-35WIAA 0 f--- w Q ISSN THoA�-�: CALIFORNIA HAWAII NOIR � T � � � WEST SEPTEMBER 193 CJ a — One GTE Place, Thousand Oaks, CA 91362 P.Q. Box 2200, Honolulu, HI 96841 P.Q. Box 1003, Everett, WA 98206 SHEET: 8840 SW Burnharr Street JAM' D WL410Y t AUM W 11 of 28 212' sw eaaKrwAr, sUxrT 310 GTE Telephone Opeoratlone PAX OR 9720i •l-= Went Area E 2 of • � arowia'1y � eewc r.tar�g pio! eceY•1: lie'.I'.O' OUI(TACT: BRETlT M1E Maw "m 9m" 08/19/96 _ INCH MADE III CHINA �llllllillillillil!l�ni�!iiliiir�illll`;lililllll�illllllllinllllllllllllliiliillllllliililiillillllilllllliliililiiillllillllll'lillilini-� 'lliiiliiliiiniliiii�iilililii►l� iiilii►--liw- liii►Iliilliiii iiiilinlinlilllli�niillili�liliiill��llllll►iliiinil►inilii�illiilllllllllilllllllfl Y ! I ++W ADMINISTRATION CENTRAL OFFICE r - - - - -i NEI BUILDING BUILDING 1 SIN (INCLUDING GENERATOR ROOM) LIF} ! 1 - - - - - - - - - -- - - _ - - - - - __- - - - - - - - - -- 300KW 277/480V, J PHASE, 4W • }• F 1 Y�� PANELBOARO 'MN48O 2000A BUS 277/48OV, 3 PHASE 4W - - - - - - _. - - - - - - - - _. - - - - .- - - - - - - - -- - - - - - - - - - 1 . SURGE r r - r 1x7 _ A OM �Y��Y�� r�•��Y�� ENGINE GENERATOR SET �,� 00 . 1 A �A5 hh A A �� Y��Y �Y��Y ��/�� I � 1\ (V ARRESTER I I / / r r 35M r 2007 IOOA 2007 2007 2007 rA 1007 A ,y A A A 200A �400A I I _ __ ! { `� `) \p 3P, \p 3P. 3P. 3P. 3P. 1WA 20CA 2007 200A 20M G 0 n I \ 1 I \r3 3P. \� 3P. �q 3P. I ( / `^ 0 (3)CC.O. 1/5ro ARCM CU I / 20007E MAIN I I I I I I^_ - - II I 1 / I i \ /`,-r 30 v'AI O LD ` r) . EACH TOrtIMlPERTY CO. I I 3F. I I I I I �' A,I V/ W . . -. TRAuqr"- .� L I I I I I I L7(J ,•o n f - --- - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - ---- I I U -- - - - - - -� - - --J r - - - - I I - i - - - - - ---� - - - - - - - - - - - - - - ---- - -- - - - J a� o I I I I T - - I- - ! I I W 4i i s I I I I I C 0 0 y e r -1- r-I-1 r-1--I r-I- 0 PANEL� I .�1.• 1 SOKVA 480V, 3 PHASE, DELTA- o- j - - - - -_ _ � C cl a w s MCC 1 (BOILER! I Pr I I PPL 1 �� !CHILLE ,, „ 20B/120V, J PHASE, 4W, WYE / ` J 4007 277/48GV, 3 PHASE, 4W 1 I I I I I I I 1 • + I 1 UNIT I I AUTOMATIC TRANSFER SWITCH L _ _J L__J L_ _J L__J L��3J L__J I I IL - I id)D 1 > ARR SE m I ro 1 TER I �.. N7 0 ! f yNN 00ry 0 01 CD I F a0 Y O r - -- - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - m °M N .1 I PANELBQARD 'MN2084007 BUS 120/209V. 3 PHASE. 4W 1 , I------ - - - - -_---- _ ._ _ -- - - - - - ._ - - - - - --- - --- -- - - - -- _.. - - - --- - -- - - - - - - - - _ - - - - -I_ 4r O co) 3. 1 �1� ''''L� �� L''� I I 'ME480' BOOA BUS, 277/4PAV, 3 PHASE, 4W , O t y p 0 O 1 ,h 2007 _n 2007 ', 20M A 20M h 40M �' �•Z��7 I I c \ 3P. i , 10M r 20M 20M r 20M r 20M /' 1007 Il 3gA 11 gOgA A 2004 r 200A �1 400A /S 600A r t OOA �S 2007 � 2007 y ___�_�� L V 0 , c � 3P. \O 3P. SPACE \ 3P. 1, 3P. I I \? 3P. 3P. Z 3P. Z 3P. n 3P. 7 3P. \ - _ �/-\20CA 2007 ; A 0 d 0 LL I 1 1 SPACE SPACE \ \ _ SPACE I i I ! 1 I I I ( I I SPACE l I L- --1- - - ---- -- - -- I I I I a I I I 1 ! - ---- - - - -- - - - - t- - - --I--- - - - --- - -- -- -I- - - - ) L --- H-- -- -- -- --- ----- - -- +- -- --I- - - - -F --- - I - - - - - - - - - - -- - - - - - - ! I ! I I I I I 1 I I I "I r -1--I r 1 PNL I 1 PNL 1 I 1 I I I I 30C 0 1 I I I I I I I I'1AN-1'I I 1 I 1 PNL I 1 PNL 1 (�' I PNL I I PNL I 1FLOW-I I I L'tAPIJ i I '1BN' ! I '1AAE'1 5 I 'MEt' I I 'ICCE' I ITROLSI L _-J L - -J � L -_ J L _ _J L _ _ J 1 I I I I I I I IL 1 r - - - - - - - - - - - - --- - - - - ---- - - - - - - - - -- ---- -- --------J 200KVA 480V, 3 PHASE. DELTA- I 1 BASEMENT 2GB/12OV, 3 PHASE, 4W, WYE NR fANDUNG UNIT I 1 I r - - -- - - - - - --- -- -- - - - - -- - - - ------- - - ---- - - -- -- --- - - --- ----J 10 HP I I I I II r- - - - - -- --- - - ----- -- - - -- ------ - -- ------------- ---- - ---- ---- - ------ --- - - ---- --- ----- - --- ------ - ---- ---- -- ---- - U I I EO ffff I PNL 1 PNL i PNL L_-T'I L J ! . r! PRO L_ 1 ��S f.�01 Mffq L _ _J _ L__ J u Y ! t OREGON e I-- -------- - - - - - - ------- -- - - - - - - - - - - ! 94 G!Y !0 v9'1 aPl I 1 � FS D. GRP _ __�1�_ 'ME208" 400A BUS, 120/208V, 3 PHASE, 4W I I rA 2007 rA 2007 rA 1507 A �1�_ ��- Y_ -- �'1� _ '�� -�� 'y� �ry� �� • �� .,Y� �� 1� r 2257 r1S 20M rA 207 r71.M /77 7M r�S 204 rA 2254 A 1007 A 1ODA /S CODA A 1GOA CODA A 1ODA A 1ODA � 1007 rA 2M rT 21 1 \ 3P, \ 3P. \ 3P. \ 3P. \r! 3P. \r! 3P. \q 3P. \q 5P. \q 3P, \ 3P. \ / 1 ? ? I Ilk \ \n 3P. \n 3P. 1 I 1 1 I I SPARE SPARE SPARE SPARE O \�----' ------ - �� - - - - - - - -_- � SPARE SPARE - - i 6 F L _- - L -- __ J _ -- -_!_---- I - - - - - --- ----- - - -- -------- SPACES _ - - - - - - - --- - --- -- - - - - - - - - - - - - - V I i 1 225E0)0 I 1 1 r -I- I 1 I 1 NOTES; 1 I 1 I 1 1 I 1O REPLACE EXISTING 33OA/3P CIRCUIT BREWER WITH A NEW 400A/3P CIRCUIT 1 PNL 1 I I I PNLBREAKER. PROVIDE NEW MOUNTING HARDWARE AND ACCESSORIES AS REQUIRED. I PNL NOTE: EMERGENCY SYSTEM SHALL NOT BE SHUTDOWN TO ACCOMPLISH THIS IL ! �1BE' I I I ( I �1AE' I 'ICP CHANGE. REPLACEMENT OF TRIP UNIT SHALL OCCUR BETWEEN 11 PM AND SAM PER L __J SPECIFICATIONS. 1 I I 2O CONNECT TO LOAD SIDE LUGS IN ATS. F- -- _ .- --- - -- -- - - -- - -- ------ - -- -- ---- - - - - - -- - -- -J I 1 FEEDER SCHEDULEIrl i' 1 1 I O3 LABEL CIRCUIT BREAKER AS 'SPARE. - - - - - - - --. - _ _ _ _ __ I FOR CONDUIT At WIRE SIZE • - - -- - ---- - - - -- - --- - ----- ---- ---J I 30C 3/4 3/10 h 1 IOGND. © REPLACE EXISTING NON-FUSED DISCONNECT SWITCH WITH A FUSED DISCONNECT 100D 1 1�7, 44//2, 1 CND. SWITCH, FUSES SIZED PER FUSE MANUFACTURERS RECOMMENDATIONS. ! 225E 2 1/2 4 4/0, 1/4GND h 1/4 150. CND. F - --- - - - - - - --- - -- -- - - --- - - - - - - - - - -- -- -- -- O5 REPLACE EXISTING BASEMENT AIR HANDLING UNIT (SERVING IST FLOOR) FEWER LU I ! J FRDM PANEL 'P^ TO ;0:480'. EXISTING CONDUIT MAY BE REUSED WHERE r -L r- 1 -- - J- PRACTICAL NEW CONDUCTORS SHALL BE ROUTED UNSPUCED, AND SHALL NOT �+ 1 PNL 1 1 2ND FLOOR I PAW THROUGH THE NORr.IAL POWERED PANELS OR SWITCHBOARDS. REMOVE 1 I I U.P,S I EAISTING WIRING AND UNUS"D CONDUIT. NEW CONDUIT SHALL BE ROUTED FROM 1 '2Br ! 1 1 ME208 LOAD SUMMARY. CONDUCTOR COLOR CODING ELECTRICAL ROOM THROUGH BASEMENT TO AIR HANDLER. L __ J L- J © PROVICE COMPLETE NEW CIRCUIT BREAKER ASSEMBLY, INCLUDING MOUNTING F --_ - T- 120/2oev HARDWARE, IN EXISTING SWITCHBOARD. 1 DESCRIPTION: KVA PHASE A BLACK O7 PROVIDE A BIACKUNE, A$-BUILT COPY OF THIS DRAWING AND MOUNT UNDER Existing Peak Load37.4 PHASE C BLUE EXISTING CHROME FRAME IN ELECTRICAL ROOM. REDUCE DRAWING TO INSIDE (based on 5 day Cherry NEUTRAL WHITE DIMENSIONS OF FRAME. TURN OVER EXISTING ONE-UNE DIAGRAM TO OWNER. I I City Elea. Study). ISOLATED CND GREEN W/YELLOW STRIPES 8 CONNECT ISOLATED GROUND CONDUCTOR TO THE MAIN SERVICE NEUTRAL BUS. N I 1 CONNECT GROUNDING CONDUCTOR TO NEW CONTRACTOR PROVIDED GROUND BUS ¢ 'I /1 I"-- 1 T--- 1 r- - , 251E Safety Factor 9,3 277 48D , \ t. l-1 PNL I I'P9ME L I 1 BETTERY ! New Battery Chargers 33.1 PHASE A ORANGE O CONNECT GROUND CONDUCTOR TO NEW CONTRACTOR PROVIDED GROUND BUS IN U W I I 1 I I RACK I New Invertor 3.0 PHASE B BROWN 'MEOW. m J 1 L J Misc. 4.0 1PHASE C YELLOW ' J1E' 1 ! 20B' - - _ NEUTRAL GRAY ,l�jL7 p (j 1 L__J--*tl,-J Futuna Battery Charger 16,6 W TOTAL 103,4 �}�� F UNETYPE LEGEND V LU . DEMOUSH/REMOVE r GTENW W.O. NO.: 54fo0-502 '-315001A4EXISTI � F" 107.4 KVA, 2877, 120/208V, JPH, 4W. a NEW NG issll DATE: [� CALIFORNIA 7_1 HAWAII [ NORTHWEST SEPT., 1993 a I ONE LINE DIAGRAM One GTE Pine, Thousand Oaks. CA 91362 D.O. BDA 2200, H9nohYu IA 88841 D.O. Boa 1003, Ere1eB NA 98206 SHEET: 3 Na SO," . sRANAM ► AW)C. W. 8840 SW Bumhem Sheet OMM D�x�q nay 12 of 2e q, �.. a 31e GTE Telephone Operatlona o� [q ranuuo. to qns, b na,klpv a ansa /xr1.J.q pld xWs. I/e'•P-V �, rµ (Aw) 127-OWN!N_IWest Area _ mrtw„ .reNr AV[ 4 w 08/19/96 �111IIIII !III111�1111111 111111111111 IIII111�11111�i11111!�IIII! IIIIIII�IIl�l l�l�l�l�l�l�l I � II�1�1�1�1�1 1�1�1�1�1�1�1 1�1�1�I�I�I� � �i�1�i�1� IIa" ICN MAN MI Me14 IIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIflI IIIIIIIIIII!IIIIIII !IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIi IIIIII nnlnuhndmlondulluudnumulnnllnllnnunduular? i I OWN- #20 GAGE CALVANIZFD ,- 6 112)" 1 6 1 /2#1 61-0" 18 0 6 -0 W12 x35 - GENERAL NOTES ROOF DECK SEE _ �,� _ 9 6'-0" 6'-0" � + 1 . GENERAL-: ALL CONSTRUCTION TO BE IN ACCORDANCEITH W THE 1988 1"DIA BOLTS � ' UNIFORM BUILDING CODE. (TYP 4 PLACES) I -�_ 1 /4" STIFFENER PLATE 2 DESIGN L,, I ' SNOW 30 POUNDS PER SQUARE FOOT 0I i WIND BASIC WIND SPEED = 90 MPH, EXPOSURE C SEISMIC ZONE 2B W8 x10-� ,- I I _ - - -- _ -- PL 1 x12 x1 -4 -___ ! I -�-JL -W8 x ] 0 3. SOILS: IN ACCORDANCE WITH UBC CHAPTER 29. SOIL CLASS 5 ASSUMED I -- \ (CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT). I I 1 /4 V I I ��P CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION o i BEAM BRACE, I ! I I I 1 /8 2®6 \ CONCRETE. ALLOWABLE BEARING PRESSURE = 1 ,000 PSF. ALL I (6 TOTAL) SEE I `n I I ALL FOUNDATIONS TO BEAR ON FIRM UNDISTURBED NATIVE SOILS OR ON o I 1 ! 1 /8" PLATE RING ---- � I a TS 10 x 10 x 1 /4 COMPACTED STRUCTURAL FILL. ALL FILL BELOW OR ADJACENT TO FOOTINGS COLUMN SHALL BE PLACED IN 8 LIFTS AND COMPACTED TO 95% OF ASTM D 1557 I MAXIMUM DENSITY DETAIL 3 4. CONCRETE: MINIMUM 28 -- DAY STRENGTH (f'c) = 2,500 PSI, 6 SACKS I 3/4" = 1 '-_0" _ MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 615, GRADE I W8 X10 i 40 OR 60. �, - - -- - - -- I - _ _ -- __ _ _ - =_ _ -- _ _ _ _ - - I _ _ _ -- 5. STRUCTURAL STEEL: SHALL CONFORM TO ASTM A 36 OR A 500. SULTS u7 I _�-------W12 x35 AND ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. ALL WELDING X i X I SHALL CONFORM TO AWS D1 . 1 ELECTRODES SHALL BE E60 Oil\ E70. I ALL WELDING TO BL PERFORMED BY AWS CERTIFIED WELDERS QUALIFIED N I N I 1/4" PLATE STIFFENERS (TYF') -_-- TYP EAC,1 SIDE TO PERFORM THE REQUIRED WELDS. ROOF DECKING SHALL BE 20 GAGE o i s I 3/ i 6 1 1 /2 GALVANIZED DECK WITH 3" STANDING SEAMS AT 16"OC AND CONFORM TO ASTM A446, GRADE C. (S + MIN = 0.3456 IN3 , S- MIN = 0.2280 IN 3 ) 13- 16" HOLES FOR I / 3/4" BOLTS, TYP 4 AT ;n F4j EACH ASSEMBLY POINT I W8 x 1DECK CLIP, SEE 2- #14 TEK SCREWS -W8 x 10 I (J I 0 8 WB_x10 L2 x2 x18 GAGE �wi \ CONTINUOUS OVER BEAM 4 SECTION r4 5• CUT AND BEND AS REQ'D a- IV 2- #14 TEK SCREWS - #8 SECTIONrT� `�� •' #8 TEK SCREWS " 18GA BRACKETS L2 x2 048 OC PLAN 1 I /4" = 1 ' -0" _ ( 3- 3/8" PUDDLE WELDS #20 GAGE TYP ® EACH JOINT SEE 5 GALV FASCIA----- - W8 x10 W12 X35 3/16 DECK CLIP r ^ _ 1 1/200 2 \ #8 TEK SCREWS -----�1 /8" WASHER, OD= 1 1 /2"t ID =9/16" SEE 3 � \ / 6 ��--- PVC DRAIN P ` " 2 1/2"IPE 2" DIA BOLT TYP , 1 / CITY Gr Tip,-ARD _ IApproved........................... ... ................. � —TS 10 x 10 x 1/4 CQndititmaiiy Approved . .... X ,. COLUMN TYP DETAIL ��ro�iyth�?wo�aqdc Sea lettsr to:PoPow......... .... . ....... ................... )" a Att^oi�.............. .........,. .. .... . . . DECK CLIP 3 .—... 1 NO SCALE __ .0BASE PLATE 2„ SEE 6 TSP �g0_TEK O.C.SCREWS YP ° 9/16" HOLES FOR 1 /2" I ---- 1 /4 x4 x4" MACHINE BOLTS \ r GUSSET PLATE - TYP _ •o -8- #5 VERTICAL `° 1 /4 co X N I 4- 1"DIA BOLTS 8- #4 x HORIZ -- TYP co W/ PL WASHER 3/8 x3 x3 a -03/16v_< SF.E 8 o 018" MINIMUM EMBED 'r ®12 OC MAX - V-p PO4 HpF x ZL -- - vGINtz F'11�00 - - Er IP,645 s� OPENINGS FOR 4'PVC _ �/ 2" SQUARF PVC -. 51-0" � L,.� DOWNSPOUT' AND - � ---- — --� OVERFLOW SCUPPER GON ELECTRICAL CONDUIT ~�`--- 1" THICK PLATE r (WITHi'� 12" OF EACH N q, SQUARE .� o 0 N SECTION ti9,, �`°� _ �+ 8840 SW Burnham Street ._� DETAIL GUTTER DRAT"�� N ,. Z ST��N J. p1P�� 6 DETAIL v 1 4 = 1 —0 - -- 13 of 28 1 1/2" = 1 , 0" mL_XLJLAL,& V�J Kramer, Chin & Maya, Inc. dcte designed by KSL revisions GTE TELEPHONE OPE PROJECT LOCATION -� AUGUST 92 drawn by RJM I � LbTIv C��TdiL. I�/lhlo�..l RATIONS drawing number 1917 First Avenue ^ - �► el!el �Z NORTHWEST AREA TIGARC, SUPPORT CENTER S- 1 \ c c L e checked by � 0 ,� ,,, _� `w,; P.O. BOX ! 13 8838 SW BURNHAM Seattle, Washington 98101 AS NOTED approved byc� FSS!"ST y"- r EVERETT, WASHINGTON 98206 TIGAR �, OREQ, ON sheet number EXPIRES 08/09/ ( 14 of 14 08/19/96 til► ilIII �I�IIIi�Ii�IEI,N��, li Iltlili�Il�li i Ililiil�Iltliii iIIIII1011U iililili1ilili i illlili <<li;i i ilililiiililili i ililiiililili ullllnlilllllilil�llllllulillnlllllilllllllllillllllllllllllllllllllnlllllll�illlllhhLiLIIiLIIILLLIILLi,IIIIIILIIInIllilIINIIIIIInIInIIIIIIIuIIIilllinl!INIiiIIll1-millIIIIIIlillllllillllilliII_ IIIIIIiIIIIIIiIIIIIIiIIIIiiIINliIIIiIIILIIiIlII►�IIIIIIIIII(IIIIIIIIIIIIII11111111IIIIIIIII 1 a Y i QRD AM 0 10 20 �1 — —� Scale in Feet r X N W co N �1J U Z '- z LU mr Wo c/) � w Q Q p Q C z I — w � O o 0 o llWWlW w = - ¢ a I a Q a. 0 a � 99.94 I I co� 0 I I � N\ I � � 98.6 \ \ \ \ � 98.64 Now 0ii,Water \ I - Separator _ f 99.02 El� -_ - - �•� � 98.0 / I P,9.25 1 98.8 \ ; I I 1 New C.B. I I ❑ I (APWA Type 1) 99.24 99.28 V M Cone,Trude Wash Pad UJ Z —98.� (Intemal Draunage) El 100 r 0 99.22 3' 99.5 99.34 99. 1 — �- LL 0 C� i 99.5 Girt 99.5 Z Conc. Pad U) 0 0 ! I _ U 100. 99.35 98.9 99. VI fig. �p • \ j I ! � 0 99.5 Island 1 I $ I .I 101,43 I c �\ New C.B. _ I \ 199.5 (APWA Type 1) 99.5 1 I 99.5 I / 6 i New and Exet. 1 ! 1 Asphaltic / Exet. Contours l _ \ Concrete ��4�/WA�tiiy 101.53 \ / Paving 91 • ` \ r - - - - - - - - - - - - �0 L' O 101.43 'sSpN AL• _ O U5 1040 O`� Exna�s 5/6� 0 LL •. Z 3 4f Z .M Cf) � NOTE All elevations we relative to temporary WO#5630-801-3C001 AC N O bench mark (TBM)on top of concrete \ I curbMralk corner of building. ISSUE ElinALIFORNIA ❑ HAWAII SNORTHWEST One GTE Place,Thuissnd Oaks,CA"91Sd2 P.O.Box 2200, Honolulu, HI 96841 P.O. Bloc 1003, Evers14 WA 98206 6z O 8840 SW Burnham Street GTE Telephone Operations SHEET 14 of 28 West Area 1314 08/19/'96 01c" Jill�� Il�j it I i�l�l�l�ljl�i I I�I(I�III�I�I�I Ijljljl�ijljl l f�Ijljliljljl. I Ijijijli11111 I I ;ijljllljljl I I�Ijijllijljl I I�I�Ijllljljljl I Ilijllljljljl Ijljl�llljijlj �1411illlliNl�lilil IlJilillllnNllNllllNlllll IIIIIIII;;IIIIIIiI IIIIIIII 11111111NIINIItINIINIINNINIIINNINIIIiIII NIIIIIIIIuNINNINIIIII►IIIINIIIIIiIIIIINIIIIIIIINNIIIN NIIIIiI IIIIIIIIIIIINIIIII NII'IIIIIIIIIINIIIIIII�illlllll'NIIINNIIIII Iil(IIIIIIIIIIIiI(Ih s r:4}—v (a ti R�oaQ Ta�Coodcus•N+� uN:� ll # � ytgO—sib/B9 �+ ST: •�l i — 1436 _._..t-7._�— I—I /_�— too I JNDooR l�o�t. A.r I14NJL6V 800 CFw w:+t. CoeGwl CO:L,0/0& I �iJS�Qf�i�e Cop? _ Clri OF TMaARD Approved.............................................................: Condition,llv Aoc.;...,,i ..........................................I 1: For on{y th,^Vra, 'asctlbad N: PERMIT MO. MF-j'2 Qcn/46 3 _ See lebrr•o:°• . .......................... ............ Job Ad"_-::^.c. � A O q O` hvnc Fq ♦N [ I ( 1 N G4 INEWPORT BAY fCfLE; IU APPROVEO eY; �fR OP�WN PV O DATE: O.Oa RE V ISFp 8640 sW Burnham Street �\ WASHINGTON SQUARE 15 of 26 H VAC 1 N `/ ORAWINO NUMBER 2700 08/19/96 Me MANN aVA! 1��I�lll�ll��l�llll�Ii�l��Il�ll�j�i�ll��I�iII�I �Nnluulnnluu uuluulunluuundnu anluu mdul! nul!!n !o!h!l�ulnul!!!llonlun lu�ho! IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIl1IllII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII�III unhm nnhm i ADDENDUM NO. 1 QF. -��►P _— — -- _ _ _ _ June 23, 1992 A �j CONTRACTORS GTE NORTHWEST, INC. Tigard Support Center Remodel 8840 SW Burnham Street Bishop Contractors, Inc. GTE W.O. NO 5530-BO1-7C001AC_ Project No. 4121 J 5141 SW Beaverton Hillsdala Hwy. Poi.tland, Oregon 97221 GTE NORTHWFST HGE INC. 4th Flr. , N Module 19 NW 5th Ave. 1800 41st St. Portland, OR 97209 OTKM Everett, WA 98206 (503) 222-1687 PO Box 8459 I� (206) 261-5408 Portland, Oregon 97207 ITEM PLAN OR SPEC. -CHANGE OR MODIFICATION �Y Precision Construction (( --- -J 8025 NE Killingsworth Portland, Oregon 97218 1) Div. 1D. 05 .a. (01) Change: The temporary building has been reserved, but no deposit Robertson, Hay & Wallace, Contractors has been required. Contractor to 1901 SE Grand Avenue include entire cost in Basic Bid, Portland, Oregon 97214 2) Concrete ADD: Concrete for new access ramp to be 3, 000 psi, with 1-1/2" marc. aggragate, 4 " slump. Finish ramp with light broom finish perpendicular to slope. 3) Dwg. 3/2 Delete: Drawing and replace w/ drawing A-1 attached. II. MECHANICAL SPECIFICATIONS 1) Dwg• M-2 Change the electrial power requirement listed in the Eqipment Schedule for Heat Pump HP-1 to 22 .5 MCA, there will be two electrical, power connections. Change the electrical power requirement for Heat Pump HP-3 to 98 . 2 MCA. 8 8840 SW Burnham Street 840 SW Burnham Street 1 ib of 28 7 of 28 08/19/96 IIIIII� IMINI (111 IM �II0IC, 14 I��I'1 I{ISI{I�I�III I I{I(III�III{ill IIiII{I�II1{{ I ({I{III�III{I 1 1{III{I(I{"iII I IIIIIII�III{II I{IIIII�I{IIi I I{I{I{I�III(If l i l{III(I{l{I(I I{IIIII�III{I{ , nI!�ilIIIlIIIIII illllllilllnililllllllllilll IIIIIIIII IIIIIIIII IIIIIIIII Illlillllhlllllillllillllllllillllllllllllllllll IIIIIIIIIfi!1!Ilill IIIIIII111111III Ili III III InIii III IIIIIII!1111111 IIIIIIIII IIIIIIIIIIIIIIIAIlIlHlllflllllllllllllllllltlll IIIIIIIII IIIIIIIII IIIIIIIIIIIII1IIIIJh 1 GTE CENTRAL OFFICE � � � w z0 CD �C n (3) 'NO PARKING PLACE CONES AS DURING CONSTRUCTIONS C n Cr SHOWN TO DIVBRGE SIGNS 00 T Ir' a4 .6Q ,: L �` p pi-/ X1 +- o1 ° I wQ �NFTI 'l DURING CONSTCTI W 0 0 0 00 ° W iEQ PROPERTY OWNER OF 1, TEMPORARY 12' x 6m' Z � � WEST ABUTTING SITE: • OFFICE TRAILER 3 r- R05ERT D. RANDALL PLACED APPROX, 5' Z Z h 95OID SW BARBUR BLVD. 0300 FROM CURB LJ 2 " PORTLAND, OR 91219 Ll COVERED PARK1NCs / SU O .T CEN—' Q �\ p f� a SITE PL.AN s fL ,4 12 FOOT U11DE BY 60 FOOT LONGI i"105ILE OFrICE TRAILER �e � _ fL WILL BE USED 51' GTE PERSONNEL DURING: THE ENTIRE CONSTRUCTION SEQUENCE OF THE SUPPORT CENTER OFFICE. THE DATES FOR THIS PERIOD, d !l1 INCi-UDING SET-UP AND CLEAN-UP, WILL BE FROM APPROXIMATELY JULY Iro �\ P 1C� RTY OWNER OF SOUTH t %3 � #�- THt`eU SEPTEMBER 1 D!1RINC- THE HOURS OF 1:30 AM TO 5:30 P'.1 MONDAY THRIJ FRIDAY. �_ EAST ABUTTING SITES: APPROXIIIATELY IS PARKING SPACES WILL BE USED FOR VEHICULAR. ACCESS LEAVING: ABOUT CITY OF TICsARD .: 0 o 110 REMAINING SPACES ON THE SITE. APPROXIMATELY 30 VEHICLES COME THROUGH THE SUPPORT PO BX 23391 0 TIGARD, OR 51223 0 • CENTER SITE DAILY. THERE IS AN ADDITIONAL 125 (APPROX-) SPACES ON THE CENTRAL a c o OFFICE PORTION OF THE SITE WITH AWUT 90 BEING OCCUPIED DAILY. APPRt✓XIMATE _ r TOTAL SQUARE FOOTAGE OF EXISTING BUILDINGS ARE AS FOLLOWS: TEMPORARY OFFICE TRAILER: 120 SQ. FT. SUPPORT CENTER OFFICE SPACES: 21W SQ. FT. date 1992 WAIQEHOUSE SPACES: 5300 SGL FT. project no. 4121 CENTRAL OFFICE: 36,550 SQ FT. drawing no. a+aa Nc. ✓ R.ot Axa. r.&e 8840 SW Burnham Street 1 anti F..unm�r,mwr�a„w,.,.,�wrusnrrea�>,nini»*....�, 18 of 28 -._ - ....,.,....��....�. .�..»a..:�.....,�.�soarrrw.erWYy 'aN ';JuuellsrtacnwN.wnaeY.s.+"*-ark,..^!!r+RMMPi.�/71Arlr4rMM�XRN�M•N•aruew..�� =Mr..we....rrr.,...+...ror.,..e,.tiw..,..w.u..w......,•.. ' 08/19/96 �� IIIIi ! 111111 � � lli + l i ° � I � � f � I � � � ! IIlIIII � llfll � l ! 1 ! 1 ! 11 ! III ! ! � I ' I � lll + l � III � I � l1l � lil � ll ! i ' � IlIII ! ( Ilill � IJI � III � i � ill F ill � lll � l � l � llf � l � I � � ' ijl � l � ! � I � I � jI � llll � �� • • � ° ISI Itl � ll , . _ , INC" MADE 0 drna21 11 � -. - ��►�III�Ii1(((I��i��((((I((((I((((11(I(11111�1►1111I11�11!(II VIII I I I 11 IIII�III��Ibii�1111111111111(IIII�i11((�(II�1111111111�1111 (Iii�(I(III(IIlIlli�iii(t((i( ((((t(((ii((((I((((11((Ii(I°111{IIIIII(Illill(III Iill�(Ilillilllllll�iili�llli1111111(Illlii(�Illlllllllll�ll(IIIIIIIIIIIillllilllallll(Ilft 5 r , p 26'-0' d — _ BEAL SAND �,•� ----___ 20'_0• y �`_�—_.- - - `-_- TAPER TRAN6;,ION EDGE Z a+ - --- - 1 I/2' OVERLAY Z " N TAPER L- APPLY TACK GOAT r BEFORE OVERLAYME-NT a3 U) o X SCALE: 3/4'-1'-0' 11J s -7 Z 1 W C7i N 1 - 4>0 SgFt. TIGARD CENTRAIj OFFICE REMODEL 1z 40SgFt. GTE W - O . 5400 -- B01 -- �3C001A �� A ` • -525 SgFt. l 8840 SW . 13URNHAM ROAD of ;, -_-.-- TIGARD , OREGON � REMOVE TREE ROOTS O 350 SgFt. \ i - 30 SgFt. y . PROJECT N0 . 4118 JUNE , 1902 !y 900 SgFt. 1 +4 InI Ld 600 SgFt. / %w _ oftHEFT INDEX 1-41 1= U ►- U 15 SgFt. - . I 330 SgFt. I- - -- - ACCESS AND F-ARKING LOT RENOVATION w N, .... . 350 SgFt.- \ 2- - - -- -SECOND FLOOR PLAN F w PAINT NEW _ 40 --3 Ft. DfRECT'ON q /� �� I A RRCW r`; -1- - - -- ¢c to.N ! .d.L �r�� "}, i ✓,�7' G r.) + !%�'.a+t,� - CLEAN AND SEAL CRACKS � 60 Lin. Ft. --- '� // I L 105 SgFt. CLEAN AND CONSULTANTSSEAL CRACKS o _ 35 Lin, Ft. / / / - - 25 SgFt. - O CLEAN AND CLEAN AND - 35 SgFt. SEAL CRAGK�\\ SEAL GRACKS� 155 'q 220 \ \ \ OVERLAYMENT AREA ARCHITECTURAL 220 ScIFt. - / 20 Lin. Ft. 200 Lin. Ft. APPROX. 26'x 410' 100 SgFt. vf� HGE INC. ENGINEERS & PLANNERS C RAISE GATCI-, BASIN (� / GRATE t RIM TO 19 Nw(. FIFTH STE. 300 ■\ � Q _ PORTLAND, OREGON 97209 MATCH 11/2' V N OVERLAYME'NT (503) 222-1887ly (� + H 7 30� SgFt. MECHANICAL ENGINEERS '15 SgFt. -- x- - x x x x----x x —x---r-x x ___ _x__ x— _X XL x BSC ENGINEERING INC. CLEAN AND _ + '•. '.'.'. 534 S11. THIRD AVE. STE. 808 SEAL FRACK 90 SgFt. -� L 190 SgFt. -25 S qFt. \- 300 SgFtt. . 50 SgFt. 120 SgFt. .. -Ord SgFt. PORTLAND, OREGON 97204 20 (503) 228-3388 CLEAN AND !- F'0 sgFt 36 SgFt. EXIST. FENCE 1 40 3 Ft. t- SEAL CRACKS x SqFt. / EXIST. GONG. GUREs�+ w - 336SciFt. 20Lln. Ft. � ELECTRICAL ENGINEERS GONS.I �!�N�l4T�: PAVEt;GIN i PATGh' (TTP.) - ---- JAMES D. CrRAHAM & ASSOCIATES a_ O'+(ERLAY I. ALL STRIPING OR DIRECTION INDICATOR'S REMO✓ED ALAN 2828 SW. CORBETT STE. 221 ��•� / /e r✓� BY PAVEMENT PATCH AND/OR COVERED Bfi � SHALL- BE RESTORED TO ORIGINAL CONDITION. ' 5GALE: 1'-40' PORTLAND, OREGON 97201 (503) 241-1893 - C� CITY OF Tlrt�F�iD V ......................�Q� a � IU y / y Approved ............ ............... - `< J Condttionatly Approved 1• Yfd:�.'' 7`l�, �'''� ;.:.r 6"�!',a�'"4. t�EF)t: " ��, Z / �/ For only tme +Nor!:y];,da 111 1 in:rs W PEnwr NO. - 7 t ti 1-�; - - _ .. .....( t: l:C�;C)I I+l:�I, .L.Y ,+�F f'"i J. :i? . . . . . . . F1 d SEAL. 4 SAND f INSTALL 2' GLASS 'C' Dee letter lo:Foo . ..•••. .........•.......•.. .. EDGES (TYP.) I- AC UJ/CROWN �_._ 7 / ' Foil h.. ........................................... .( J: `} =../ :A: f$ N<:' U' ASI nF PFIUVAL 4F Atiac ALL PATCHES , ! INSTALL 3' `�'��C'�� b Cddre s' c ' � 1_.__:Z3 A i ( ; :f-Tr=ig ; N 'C' Jo _Y. GLASS Data: no. 4 0-1501 -30001,4,4 cA C to N f x -- REt"1oVE AND ISSUC O F-' 7 ..- ------ 1 1 •' 11—x" LL ] _. - -- REPLACE STOP -- _ ___ � o -� TACK RAW CUT EDGE (FLAGS �- NORTHWFST 2 TOTAL ) CALIFORNIA j l HAWAII ( BEFORE PLACEMENT OF AC. L STRIPING RE"' OVE 131' PAvEMENT PATCHING One GTE Place, Thousand Oaks, CA 9162 P.O. Box 2200, Honolulu, R 96841 P.O. Box 1003, Everett, W), 98206 0 TO BE REPAINTED TO - .__._..- .�._______ _._.__ _-__ _..� ___ MATCH EXISTING. I,-- LL- 8840 SW Burnham Street 2 PAVEMENT PATCH xi 3 wI I�1a V I GTE Telephone Operations w 19 of 28 �' _s._ �.. . N T.S. West Area ® _ �--- 1 .1 m Cn f'iGE INC, - :!GOV.DWG PLOT SCALE: I'-40' SCALE., 08/19/96 �Illjljl� �jCjl� i IIADjEI01�lCHWA l II I Illjlli�lllll ► Ijlllll,lllllll IIIIIII�IIIII I ijljljl' lllli ( ljljljl�llljl I Ijljlll ��jlll I Iillljl,lllll I Illjlll�ljljijl I Illji�lllllll IIIIIjI�IIIIIj � 'NIIII111I11H11111 INIIIIIiII{IIII{IIIIIIIj1{{{ (II{I{{{illl{III{II 1{1{11111 II{III{III{1{IIIIIIIIII{j(1f�11ill�lll-i(IIII{III{I 111111{III{I{IIIIIIIIIiIIIIIIIIIIIII!iI�IIIIII{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I{IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII{Illllllllllllllllllllli�ll{11111 Illllltlllllllllllltii,. v 4 iliiiil■iiil� =■II01�1:.■iiil! i 1■�?1►_'11■ o ;■I ■i■I I■■i� il■ �.■1 ■i�i . ■ 1■■■ C= ■■ ■1■ 1IC■■1■� ■■I■■ili■I IMS P1■■■■ _ ■■D ■t■ ■■►1■ii■■ 11 Mill ■il © INN i■iii ■■■ ■■ I iE•'- �=��■� �i■■■i■■I ■ =: �� o �, ► ■ i�'imom ll�■ iliiii■li -hili hill �il■1ii1'il — ioiiii J- I,NIIIL 'p IIL: lill ;� III�IIII=„-II�I ' ;;�Nlal�. 1 ■■11 iLJi iii ■..I■ ■■ � ■ �■■■■� Ji■ ■0��'�■ , ilt4ILaa`.' II�II, I ■■Ili■%■11=.■i1�1%■■1■ =i ■ l ■■I■■'1■1.■II■1 ■i■ - I■..■■_■_NONE.... ...�..�■ ■■....fir.. ■■ ■ :1: w• iii iiil��ii■i■ iiNEE i■■■■i■■ii■■■ilii■ill ■il■ 1■ oil�i i� 'iii■ ■■ i■ i■ ■■■■ : ii■ii■I��il��u ■ ■li■■Iloi Iliiiill■i■■1=i■=1■=■il■■■il'� --- - - _ ' '' - 1111111111 Ell BEEN I■,■■►�■■■III■■i►�■ ■■i■i►�■■Niin 1111 11E1No 11C • ■■■_ 1 • I'1: 1!■■:1 ■■11� ■� --�,■�■■ MR iq li■■i■ ■ ■ ■ ■ - .'.... ■iiiiil �■ ■ i■■i n■i■Yi■i -W . .---- MENNEN ■■ iMEMO■■�rr■o■ii■■■ iii■ ■■ iliiiiiiiil'■==■ '■■■■ m■'m'■il■■'1■1'■� ■■■■■�I■■■■■■■■►Z�■■ iii■■■G■ ■ ■OOMME1 - ■ ii■■ ■i■i ,■■■ �■■■ i■ H OMEN • ■■■Hi■iN■■■IiH■iiEE\S ENO i■ ■n■ ■■■i ■iTELEFHONE _ ■I■H■1 �■II■ I�MEN H■Ii� Elm ■ ■ ■ - �� i■�■■oE�7■■■■i ■ii■ Ori■ii►1■■irr■mo■■i■i►ZI■■ ■■■ so ■ ■■►:1■H■ _ _ ii ■ ■■■ ■■i ■ ■ ■■■■ '�i■i ■■■■ - ■■i■iME il■NEE ii■iH■'■■■■■i■n�■MEN l'.■ii■1f1 - IMS ■i ■■■■ ■■■■ ■iii ■H■■■■■■■ ■ICClill■i■I!■■■■I ■ 1■■■ il=lia!IIC11■ - ■■i■M■■■ii■■i■■ ■■i■�■iii ■■■■■■■ •_ MI EXIST. GTP ■ IN I 1 _ OD _. A. I i - TO . . CORNERS WALL P , 7 &216, ear-- GYP. 50, ON CONT. NEW EXIST' n EA SIDE Or 50,- cc 3it". STUDS NEW STUD " EXIST. �II _ 'I I� tltlltlNitlttllmYtltltlttlHNlHtlmttltltlHtllNtlltN�l STUDSCAULK 0 16' Or— NEW BASE JOINT .. SEALANT - Q_ _ • Q • — — _ — • BEAD \ = v a► v I!A SIDE . i/ 50 • ON GTE Place, Thoussirld Oaks, 1 Box 2200, Honolulu, HI 98841 P.O. Box 1(103, Everett, WA 98206 • Sl4OT TO CONCRETE. ::.1 SW Burnham Street 20 of 28 tl�3 WALL METAIL TGTE Telephone Operations WGE INC - l=LR2DtJ5 PLOT SCALE 1/8 .1, © TE • P 1 t e• , r t !�y r , �"` t i'�k � e} �. N �•#,�',t� ur,{N�, ��[yam, .,...... 14 11 Fy, v'. „Z x,. f .r I4 Q ♦'t a .4 r , y",tn }!1 1 }7,t, '3Y. A',, « t r' �, a-'t 1 + , t' 1 '.ai a a1vA.tl� t} :y "?t�, 3,: .4n a y• 6 4'�• r ,. A'��:! .� ;' ' t'"`��' .•.':.i � �,'„� s,r,'n r"a +�, I 1- wm W ' 114" - ch Z N Q O D C7 SCJ SUPPLY AIR E1.15' �W TURNED UP �0 WITH VOLUME DAMPER$ 1 2 3 4 5 6 34' -- OFFSET ; W " 15 AX. LJ 1 SUPPLY DUCT I i Z Y -_•-- RETURN AIR ELBOW TURNED UP 0 ii a v� Z z 30' MAX. -I RADIUS OFFSET i 4'-0' MAX. L LJ ---. IT ROUND -------� EXISTING ZONE DAMPER SEGTIQN - �SUPREVISED TO ACCEPT NEW ZONES. SUPPLY AIR ELBOW TURNED DOWN _ _ ELBOW - �/r"1` \ I SQUARE ELaOW LONE' ATEA SERVEta WIDTH DAMPER SECTIONS 1 RETURN AIR ELBOW TURNED DOWN TURNING VANE -_-_- USED - - (W) I ' _ FLEXIBLE _-.__-_ _-- ---_--_.__ ._.___ __._-__---_ -------__.__ ____ -_.__{ --- I DUCT i Df'FIG�� WuNG� 8-9/64 I - 2 T-A.c_ 16-9/32 } 2_-----__-- 30 DEGREES 1�'',4x D �� - RADIUS ELBOW 3 -- t Re I-) ' CONFERENCE- CONCENTRIC 8-9/64 TRANVTION R! - - , / -- TRANSITION TO OFFICE (INTERIOR) AA 32-9/16 4 CEILING DIFFUSER DIFFUSER NECK SIZE 5 OFFICE (PERIMETER) 16-S/32 2 �- - _--30_DEGREES MAX - 4 _- -�----_^-� CEILING 6 tELEPNONE EQUIPMENT � - TAKE OFF PME 32-5/I6 .-_ — _ _-_----..-_— .-___. __._____.__.._._._. -----__.__..__._ - -- ECGENTRIG TRANSITION - 12' OR '%D 45 DEGR,Ef:S - }..pJ T`�' fi . CH f L INC.:; I� f 1,�� CONN f OSI ONE Dul _ -_ _ -- _--_-- - - - __ . _---_- E I� L M-2, NO SCALE 2 NO SCALE . \ - / �M -2/ �O SCALE: E 111 4 - M=a maw r t � _._J_..l L.._ _ �• y•n .._.— E 4r*20 _ - -_ w _.._ .- - -j -T- - s 21 I"1_.!� Cr QM aN1 aL Ro " 14x14 EXIST'G 32x16 / �� s 2 SEE FOR _ ` 14>dro `Y , -_-_-________ `___— _ - _ 4 cn 2 SEE FOR ;K I f M_1 GONT;NUatION _1 CONTINUATION MECHaN1�AL_LQ* -� EXIST'G 12x30 8x10 I O.A. LOUVER. 32xIIb ! - - i �--•.i-. _ �.�-! i ► f -J1840 - _ __ __-- _-. ---_--- ----.-------_. -T_ _ E>,,IST'G '12x30 L ANU-1 - ' O.A. LOUVER. I1 I , 1� Q 14x14 _ , 4 � ,� Exlst� O Q .� / i }`�N 4840 IY RETURN -A I ,�____ z I 32x16 - A _-- — E -F----. - ' P p 2 T ' EXIST G 32x16 i '1 Ae. �\• / LL CONTINUATION -- SEE FOR Mw� I ;SECTICIN FASTf �L i2on f FLF- �EC� fR001%wl , M-2 sCaLE: I/4' I'_@� M-2 scaLE: 1/4'-- I1 _01 , wi w 40 >� Ni z , (1� 1/34 Q� ` GTENUJ w.o. no. b460-5 71-3C001,4ALJ -Po �� CSSUf F "' Rr M. ( CALIFORNIA ( � HA >��lAII I_. NORTHWEST OM CTE Flom Thousond Oaks, CA IM2 P.O. Box 2200, Naeem, 19 M41 P.O. Box 1003, Ewott, WA 02201 0 .,� 820 S.W. 6TH AVENUIR `� LI_ , E C IIIc. SUITE 1004 0 BSC, PORTLAND, OREGON 97204 GTE Telephone Operations w 8840 Sbv�urnl am „ I Mechanical ��tre�r Engineers} zz of Zs PHOMW, 600 W--3M West Area P'AL 506 290-0670 to 08/19/96 ►IIIIII � IIIIIII ►IIIIII�I�I�� I��I��II�II'� I�I�Ij��l�l,lll IIIIIII�IIIII IIIIII!II� IIIII i�Illlll1 �11111 1111111111111 I II11111�►IIII I ►IIIIII�►If(!�I I IIIII�IIIIIII llllljllllllll � INCH MAD!IN CHINA old IIIIiIIlllili111111111111lllllllllillilillii II1111111=u11111ulllllllnl itll!. II111111111IIIIIIIIIi111111111111111111n1111111IIIIIIIIIIIIIIIUIIIIIiIIIIIIIIIIIiIIIIinIIIIIiIIIIIIiIIIIIInIInlllnl 11iIInlllinllln111niliililillillillllnllllllmnllnllnllllnl�nnII1IIIIInIIIu►n ��' Ayre} f - t 1 L 3 , 'Im 111m bCm ✓iL'Yl. rr � t ( r ' _ J .. (E) - I Q j (E) O I' GN. ° o b b MEG Tic. yut I i TA.G. AW-102 - -- b ___ ---'- z a I -- EME-208- s ( ` - r a r _ LAJ Ch El - - ,--� E) (E) (E) IG _ _ TOILET - - - 14 (E) _ i 1 OWICE i I I CONFE RENO L-- A 3 TELEPI-SONE EMIFRIEW I TELEPHONE a- I I EQUI P TENT } X110 ` IG --JL EME208-2.4 ---� � .� 7 6 (E)PANEL"EMF208" I------- ---- j1 (E)30KW,37,i1fVA i 120/2aay.3m,4w — ' UPS SYSTEM I -----------J - 19lIIlM ' - I _ O7 (E)PANEL"2B� _ Ili - --- 1 LOADING ----------- LLJ 1 Imo: !F, E PANEL"2Ar in E PANEL2AN" E PANEL"2AAE' Cf) I f- 1 SECOND FLOOR FOWER f'L_AN s 2 &E—GOND +LOOR L IC��TIN� =L,4N &,-ALEv81•,■I` z SCALE 1/8's I' � Q di: Q r � Q NOTES: L� ll ~ O PROVIDE DUPLEX RECEPTACLES RECESSED IN EXISTING WALL. PROVIDE RECESSED FLEXIBLE METALLIC CONDUIT F15HED DOWN FROM ACCESSIBLE CEILING. _ 02 REMOVE EXISTING OUTLET AND ASSOCIATED CONDUIT AND WIRING IN SYMBOL UST WALL AREA TO BE REMOVED. MAINTAIN CIRCUITING TO DEVICES TO REMAIN. RECESSED FLUORESCENT LIGHT FIXTURE_ O3 PROVIDE A NEMA L6-30R TWIST LOCK RECEPTACLE, HUBBELL s SINGLE POLE SWITCH #IG-2620 OR EQUIVALENT FOR NEW MAIN FRAME COMPUTER, 21A, 208V, 1 PHASE. DUPED( RECEPTACLE U4 EXISTINC THREE WAY SWITCH Al THIS LOCATION 'ONTROL_S LIGHTS JO JUNCTION BOX wrTH COVER PLATE FOR ENTIRE EXISTING LOUNGE AREA. REPLACE WITH A SINGLE POLE SWITCH. REWIRE EXISTING LIGHTS AS REQUIRED TO CONTROL ALL CJ SPECIAL oun.ET To MATCH EQUIPMENT PLUG LIGHT'S IN THIS ROOM AT THIS LOCATION. CK O DRAWING NOTE DESIGNATION O5 PROVIDE A NEW 30A/2P CIRCUIT BREAKER IN EXISTING PANEL AND I '- CONDUIT CONCEALED IN WALLS OR CEILING C,jNNECT COMPLETE. ' 17 �6 PROVIDE NEW TYPEWRITTEN PANEL SCHEDULE TO REFLECT CHANGES — -- GROUND WIRE MADE IN THIS PROJECT, C CONDUIT �7 RE-INSTALL SCREWS SECURING INSIDE PANEL COVER AND OUTSIDE I O (D) DEMOLISH/DELETE PANEL COVER TOGETHER SO THAT FIT IS TICHT AND DOES NOT ALLOW I ; X (E) EXISTING MOVEMENT BETWEEN COVERS. i CONNECT TO EXISTING SPARE 20A/1 P CIRCUIT BREAKER. ROUTE GNO GROUND CONDUIT RECESSED IN WALL., THROUGH ACCESSIBLE CEILING SPACE, f AND SURFACE THROUGH "LOADING" AREA TO PANEL, WHERE PANEL IS i IG ISOLATED GROUND RECESSED, REUSE EXISTING CONDJIT WITH CAPACITY FROM PANEL. TO NEAREST JUNCTION BOX IF POSSIBLE. MOVE SPARE CIRCUIT M TYPTYPICAL BREAKER FROM XNOTHER CIRCUIT BREAKER SPACE IF NONE IS C" EXISTING ON SPACE NOTED, QP �9 1SOLATED GROUND RECEPTACLES SHALL_ BE ORANGE MID NORMAL WS W.O, no. 5460-501-3CO04 ~ RECEPTACLES SHALL BE IVORY TO MATCH EXISTING. COV'ZRPLATE _ _ 1�4U MATERIAL SHALL MATCH EXISTING, AND SHALL. BE ENG;.nVED WITH OS ' - - -' " - j --- Ld 'd W 1L1 BLACK 3/18" HIGH LETTERS INDICATING PANEL AND CIRCUIT I! F- NUMBER. OL �� CALIFORNIA �^� HAWAII L N"I lHWEST PROFFf , Ne GTE Place, Thousand Oaks, CA 91352 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98206 O �61 I N EFS JAMES D. GRAHAM 6 ASSOC., INC. -- - --- - -'-- ._... - -- �_.-- ---- -- - - z 893- (Vow"a EMONEERS 8840 SW Burnham Street ,� 2m " CoRem, � ni PCRTLWD, OR 07201 �GM GTE Telephone Operations `LI �. FA1( 503 227-OD36 23 of 28 = U c X41--1� � p p ® �., 94F`Sr 3D � P PROJECT ►�. " West Area �✓F 'N<_: - Cs'E 9cNW '��OT 3GALF 1/B'•I' I 08/19/96 - IIIII � III ;III I� IIIItII� ! II I I�I�I�I�I�Iii I I�I�IIIII�IJI�I i� iji�i! i1►11 I I�I�illll�l�i I I�I � I�I�I�I�I ► III�I�I�I�I�I I l;l �l�lll�l�l I I�I�I'I�I�I�I�I I I�I�I�I�i�l�l I�Itljl�l�l�l� 1 INCH MADE: IN CHIN/. �IIIIIIIIIIIIIIIII�I II►IIIIIIIiliilllillllillllll I►III�IIIIIIIl�I111111111111 �11111�111�1111111111�11�1111�11111�►Illiillllilii (Itlllllil►IIIitIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi►IIIII111IIIIIIIIIIIIIIIIIIII II►►�IitIIIIIIIIIII IIIIIIIIII►ItIIIIIIiIIIiIlllllllllllllllllllillull►IlfII►IIIIIIIIII�II► �\Q I� 9 �p_Mil i�i�.U cc �jXi Q 17,14 Ir T_.l� S U L<< N< ,A �v w U Oct(J �� Not to Scat• PLAN �4�L Y ��ht Q l� eP' '< J 0'. �� (From 1928 Uraurvinq) O Not to Sale tz r5 :D i r GC �'� d LL1 Z F- � ED o , � � m . o z � o Prapcsed Building /� Building z I (5 g N Q 3 // u Now C.O. \` 0 0 a / U? Island / Now C.B. -- i Covxed a I ul// I ��s`j��; � �, Parking Sump -- Fuel Spin _ 1 V 'Cont ment V �i salt A � u ,, E C B. Z/ z Now Waste Oil Tank (See � t M&nt See Sheet A)�M Pad - •A 4Bwldi Note 13)( See Ground !�l a 1 , �, / Office Area I Cleanout -1 New C �. -- � ACP � I , . - Cap N-sw Line to �-` New OiYV i _ C Abandoned } 1 I Sprinkler Floor Pit 1 I ,/�6- . - Lane /�` OiLtW tar Separator Separator Min. I (Drain to C.B.) -``See Ncte 3) I 1 --- -- 'Narehouse Ares New M.N. 11 16.11 ; ` New Ar Line > 1 � 1 tC.B. - See Note 1 (See Note A) Water 1' + •'1 /N. � C 1\ New Drain Ui.f'� (See Nn Ecl;o ACP !,,# -`�:-----.•�•. / +.� D) New C.O. -- / y4 - ` \ (See .Note 2)(1-YP ) / i yam_-� 4_" --, '� _ %I r N•w Sink (See NotrC) ..� / l Under Slab' f ,t' up to R D. y I . Vlyvs Box - � 4- C,a. C!asa / I - t 60 PVC `\� - 1 -- ^ �-` •� See Note 4 _ - I -`-- � , ___._..._ _ •lve Box - - 'A -r° - �—'1 - Exet. Yard Hose Bib C 14— Air and N/a tier New C 0. �' t� Gasoline Pump to be j �_ A�Cornpres�r �� 2' i ank vent Hole. Plu '' Removed, Plug Hda•, , Hose Reels to g ��.. New Vent Pip Cut off at or below I Remain to Match Exst Building `/ Location Surface and Fill w/ i at Engineers Approval Conc. to Level Existing Fern:e (Approx ) � t� To Island I ! M.H. NOTES \ =Y,'► 1 f)iC oc k Q I 1 JP �ra 1 v A. Extend at line as shown a tap existing in building with Z &pprovat o;c^gineer. B. Exact location to be determined in field by en deer. NOTE; C InstaN Sefvice .,Irak - 22' x 18' X 18-deep(min.) stainless 7►; r VA ti'y l steN;faucet: •f 5001 VB. Run Guard- 0R-5217; �✓��`S} "HM;5605 Cast-iron P-1t , �• r '" -' ail �t ap (Painted). Shop fabrics.e wall y �t-1Lo e e- brackets(paintbrd). Location to be determined in A old. Z 1 Pecr,ove exte5nq pipe ar, iretall a 4; vrye !:x connactscn On y 45' bends �n tine Dunng (1 x First week o1y 9 tom exisbn prgect, expose elastanq Lxpe so inv elCvaticn CQr1 bh ;t tamed b en neerRelumb` P g Ins Z 3 D. lnsteJI new 3' gravity line beneath con(yete flax to required �� -� �9 z 1 a 2. ,r"11 new dearc�_/t(C 0 ) in uc'atiors shown. Use 45' wye section panted dawn from sink to C B. sump. _ , ra(Sent Install Z�ln Z-1346 10 or e•lua1 flush faenaurt nrihin 16' x 15' x 4'deep concrete �* ti,1L>✓'' CO) rad A.cesa cower-secur^-d with alien head screws a similar. r f�. ��y 3 Entrance and/(X exit my ?levebon for new o1;Mater ge paretcr, ,new B's and new fuel eplq �ti, ttttttt>♦► vault can not be get untA e,nb•Ung sewer line connection elevation is known (see note 1) r�-- •� ��"� �� 111 4. New sewer p" 's to be a gravity line. Gane rill toe set by engineer after inv. slev34on known Cons'Vuction to APWN ;{*afication for Irench;,iy,pipe laying. backfilling, and I�.�......-� ..� Coll PROW `�t,�� r 0�r`c`� CjTOC� � - 5 All exisUn a locations ate Ld WO#f5530-801-3COOIAC I 9 pipe approxlrnete. MSUE EJ J CALIFORNIA �] HAWAII '� NORTHWEST i ' d One OTE Rscs, Thaulwtd Oaks, CA 91302P.O. Box 2;200, Honolulu, HI 90841 P.O. Box 103, Evasilk WA 98204 ai � 6 z 8840 SW Burnham Street z 24 of 28 C` GTE Telephone Operations SHEET . ---•. �.. West Area 12 OF 1 4-.j 08/19/96 IIIII (i � lllA (MMIC i�iil�l I IIIIIII�III(I I fIIIIII�IIlllll IllllllIlllll�l 111111111111 111111111111 11 I , Iill!Il1111111111111 lllll 11111111IIlIlIII i illllIllllill IIl IMll�llililll CiI MADE IN CM'NA '�IIIjII�IIlI�1�11111111►11111u11llllllullll1111111111u1�nn1nll iIIIIIIiI,�tn1�wIIITlll,111111!IIINIIIIlI1111111111111111111IIINll14 ll11111111ilillllllll�Ill�n1n111111111111�n1111n11n11111111(11 IInIn1111n1h1111n111finlnl(h11111u1h11111n1111n111nlnn unlunillnlln(Ir1 i d z � � r ( d CE 4 w � Not to Scale A IN A DL 3 Q z Ld( 0 o c U d o Oz S v From 1929 Urawin9) Q Not to cale Q- LT V < _� Z co Fxet„ktaiot. _ Pr�pcsed � ac w01 at: 3 — `� i Boeing Bu,;dtng D ►= r-- cn '}+u. ,Mand -- - New C B / `e,o,• 1 Covered i �y c'� )7 Parting r 'lump ` \A i / i Fuel spial / , S Cont meet Vault �r ' Now acts on rank ! Not@ BSee --- C $ i Maint )(See Sheet 8) w Pad -.r ' �,, " r ou+lddn9 ; Ground (�-1 i New C Q } 7A. ACPr Office Area Cleanout f�f i i i Cap Abandoned New ane to � New O+W 7` ( Sprinkler Floor Pit i t 1 1 6w' r fJne -�` 01INater Separator Separatora 5' I (Crain to C.B.) t ' (See Note 3) �• i l r='--------------- �j� rr��,VarehOLGO �� Exst 8ti 6 Area New M H. �, f i - 1 New Ar line W i .'i �- (See Note A} Water Line 1 • \ �' f t o ACP Sse Note 1 �i ,�,� i i New Dr,-,n lie i � i (See Note D) - c CAI New C 0. c� �/ 3/4' i 4' - - �� /' y4' New Sink See Note C J (, ea Vote 2)(Typ.) i r _-�—_- ------- -4-" --_ - -! ( ) bill Under Stabs f- 4' Dia Clams, ��.\ - �i i _... 4 to R.O. j ,' Vvilve Box 60 PVC See Ncte 4 - I l._ ___ - J ��__ , ___-_,� Valve Box - { --� II � _ 0 C.O. _ tl7 C� � Exat. Yard Hose Bib \SAC, `- - g Gasoline Pump to be I ' _ Air and Water - Air Compressor$� ` ,vaw C.O - _ �} Ji Removed, Plum Hales, Hose Reels to pr 2' Tank Vent Hcie, Plug 9: 1� �� New Vent Pipe' Cut off et I gemain to Match Exst. 8uild�ng f , r / Location Surface and F!I w! ( at Engineer*Approval � ` \ � Conc. to Level � F=x:stinq Fence / \ (Approx.) Cm 1 To Land MN NOTES /,-Y; t ' ��C k A. Extend ar :ine as shown or tap oxiong in tKili ding t approval of engineer. B. Exact legation to be determined in f1e4d r,y prngineer M Nal g F C. Install Service ;ink - 22' x 18' X 18' deep (min.) stainless �►, '; ��-,y h�OTE steel, faucet: NF 5001 VB; Run card- Mf�i-5217; -^, ';, r $ S C eHM1%05 Cast-,ran P-Irap (painted). Shop !abricofe wall brJ -} bracket*(Psinb + : ► Z x �'e•� �h` �. '.oration b be determined in field. 4 • � :$ . U. t. Perrove exiting pipe and Metall a 4S nrye !a come%bcn On,y 45' bends in line Dunng 0 Aeplumb torn exraLng line. f 3 rr34 week of pr-ect, exports Wanng pipe so it v elevation can to cbtarned by engineer N4 0 Install new 3' gevity fine b.�neath concrete floor as required �� 1t9� J ~� 2 Irstall new clear,wt(C 0.) in locations ahcwn '.;se -i 5' wye section poinded down from sink to C.B. SUMP gr ��:�•`t �- , N� adient install Zurn 2-1326-10 or aqua( flush -(eeno�.t m fir '6' �; t 5' x 4' deep -oncrete �. l% l 1 •� pad. Access corer-secured with alter heSd 9(je-,4!9 �f vamilar, �....._.. - ,� 3. Entrance and/or exit inv elevation fix new oi;Mater separator, new C B's and now Mel ep l! vauh can not be get until ex,stxi4 sewer line , -xnnecaon elevation s known (see note 1) ----- '�' 4 New sewer pipe is to be a gravity ire. Grade .ill be yet by engineer after iry efevascxi known. ConsV%jcbon to APWA speafication for trenching, pick laying, back!Bling, and -- ' compaction v r 0 u r�-1 j�Gc 1 1 S (.�) 1 �� P � `+'VC?A�S�.'30-�30'-30001 A C ; 5 All existir,q pips locations are apptcxtmate. � [L IlSSUE []CALIFORNIA E] HAWAII `\ NORTHWEST i d One GTE Rocs,Thousmd Oaks, CA 91382 P.O. Box 2200, Honolulu, HI 96841 P.A. Box 103, Evw^ WA 91800 6 z 8840 SW Burnham Street y 25 of 28 GTE Telephone Operations SHEET West Area 12 oF 14 08/1 9/96 111111 Jill 1111111111111111111 1�1 imc I MADE M cmft �I�Ifl�,fi�ili��lifif iffil!f�l�lllllllflfllfll Iflflllflllfllllnllflflllf►f Ilfflflfflllfllfllfllf►Ilflfillfillflltllllflfff: fNlluulffnllflllfff!llfnlfnflfflllnlllllll►IflfllfllNllflnff HIIIINI IIIIIIIIiIIIIII(IfiIiINIIIIINNIIIIfIIIIIfIIIIIIIIiflllli III(IiIIIIIIIIIIIillllfllli(1111 i VRMN[ITY MAP Not to Sc al a �S N \\\ Approx = Approximate = Foot(Feet) ACP - Asphaltic Concrete Pavement = Inch(es) 4 Portland B.C. _ Base Course W = Water Line cv W Q z C.B. Catch Basin -- F -- - Fuel Line o Q < - '� - O q ` Oregon Conc - Concrete ---A - = Air Line -j �pp a rr w Elev = Elevation _ d N CL Cr z O m --E — - Electric Conduit _ 0 2 � n � o \ Y W CL Q Cn Q r W Exst. = Existing —O- = Oil a z t-- 0 Q < Inst. Instal Inv. Invert A°7 , Support ��. _ Centel' � Site �,, \ Loc. - Location M-4 �i t �� , MH _ Manhole O/W - OIIAVater s .00 ST.3 _ Storm Sewer Pipe A•7 I I I TBM Temporary Bench Mark j TYP. = Typical I UST i Unde,ground .Storage Tank Unk. = Unknown W � LIJ = a c� NOTE. The oontractor shalt use core _��'f ,,,�! T. P „�. when excavating near buitdngt and # ` �,; , f f W redo towers to avoid damage ro � � tel hone binding groundhg system .` �� s ONNER: . �� Ar ,1•"} i 'ori r ,V � 1. T,t!e S~met I ��ic)nrty Plan 7 Tank Anchorage ani+ 0�'a,ls 0,1„ GTE NORTHWEST INCOAM SATED er,,,,,°_�. Donald •Se.:rtt'Knds,Senior Engineer rte......._. 2 Demolition Slte P'an 8 Wast Oil Tank Deta is P o sox 1003, WA0104LB Everett,Washington 98208 3 Installation Sae Plan 9. Signage telephone: (206) 261.6302 ;. Details 10 E'r-jrtrlcal Schematic ENGINEER 5 Tank Calculatlons and "also Deta (s 11 ` --oder Rocs Details n __. _ U Shannon &Wilson, Inc. [� �� f r13 ,� iII �-i "RI C I I I U 400 Norm Ah Sb«;,et (CJrI n I U (� { U ((� f C��7 "�1isCe1lareals Details 12 P'unnhng Decatl ° O Box 300303 a Seattle, Washington A103 0 9lephong: 12th, 632-8020 r�� ~� U� 'J� J� tl I �1��Ir�� , 0 4"J r�r� 1 `� 1;3. Ground Contounng and Cetalls FAX 1206) 633-6777 (, � (� li J_QIF] Contacx:F Pita x D. Tooharn 9 14, Island Roof Plan (KCM) LEGAL DESCRIi -'1 iON. ?' ' z " ct 45 LL 3 0 tU= eta paint In Ne r�rryefte of CW*y Ftoad-031,end an the WeAedy line cI rhe W W o r� Gr m .1.�. .39 h r. 2 S fll.W. d the W ,ltart hel�nn+nV Ix?F1t[>t+ing the N F. fxru�r M a lcs5i 'Nrnrwn Tradadutyrrs nli6ed'AkXtvhkm1'i washtr>Utup county. 1x w;runnlnathence South along the Weiterfyy Ino of the said(;f8, IM 'ldm 948L 1tr.et!a an Fon pipe; — TAru,a Stxlfh 5.9.1 S f a4 481 9 feel to an Iron pipe Ihwce`iouM 57't r t au 30.9110 to an lmn I ppe t'h derneter on the t�rlurnrs One d trod tmitain&"acre trod of land ecnvayed to A.R. )'rte►Dpyycjmdas dsr erbedon Page(W h B(X*229 d Washtn on Cair11y, i�regarl t.?eHd Reaorcb;7x+nce North 35`24'Fest 44'..1 feet to an ran pK)e an Cxt Fast Ins d the yaldi'ner "' ,K Q �,� i� ((�� ( ��(j (a'tp ��1 0� !1 Tract 7W)ra North 20IN F a�418.1 h"t to the N E. cmid d the saod F1fpr T►�r'(h the uentRr of if" (r� J� iEt �", r�If U 1 u V�� U c'J1J� �J� ly "'d wally Rnar1 Nn 997,thence Ntxtt141*W West W I fed to the place cif twisrinhr, I_F5s ole follm"propenyl descrtbsd as f(llowt: )list certain trod of land In';eahnn 2. 1 owrtantp 2 9 1w 1 Wa.4, d the Wilarnette Basle �r and helm t In vaiipo"i rcthe tcwMll, t)t k-oki lly RD +�as rc111uws: WO#5130-801-30001 A C H�rlMry d he pokA h .he cYrlktl d Ca1rAy t�oac]Na 9gg, and h the wrostMy Inp of the W W Ge7Nm Dwa0on I and s:lrtn No. g sekl recorded sttxdvlelon h Yaw ccxnty, nnnlrly Ihmcs.^xlth 11 Y4'W+sd akirNl the west Ins d sold r;ranem C.141n 179 4 feet to the trite 5ECTIQty DESIGNATION 'fHFTJdc,'E Orin ing south 44°441 W0d alarlpthe wret tine of midGraharn fiaiRt,a distance of ISSUE I 1 �--- DETAIL DESIGNATION trt9.aareet;oanYan,p�ie, r TNENGt,South�ii15 -am a cfstance d 4%go reef to sn iron - - ---- -- - - - —.-- - - C /r d T)t F7rCE, '',cirrttl 5707'Fast a dst9 ance d (19 feast to an iron p h dltmsfe 2 r �A land can NN�ardfh Volume In '241at Plance d)s1111,W stone f eet Ute smAhipast 1T►ft7VCE, scxtn 71`16191'ar�f ,- 4�0 Westltn�n Counter Good Reoo► Nne of If►d n'td d \: 4 , jol °�srlced�l1.47feet OCALIFORNIA OHAWAII NORTHWEST � W SHEET SHOWING , St iEF T ON WHICH SHEET SHOWING �'� `` _ � r� 1NQVCE,NoM H9�151 weds dslanae of 300.00 One GTE Pilacc. 'Rlouttod Osla, CA 91382 P.Q. Box 2200, Honc*jlu, HI 90841 P.O. Boot 100, En�I sM WA 41200 'U 3 c� SHEET N WHICH TNFNr E�North 0? t fit WeA a rfstanrx d t tp OO flet to the true patrR d De{tralr+4 _— ____ � - � ��--_ � W LOCATfCN OF SECTION SECTION IS SHOWN LOCATION OF DETAIL � DETAIL I, SHOWN — --- � a 8840 SW Burnham Street OTE Telephone 0p erations SHEET 26 of 28 ' West Area 1 OF 14 08/19/96 111J' llIII� �MAIDE{rMll ft,' � i{ili{i�iii�i i ill�,{i�i{iil�� i{i{i{i�iii{� �{ �li{�i �{�{� �{i{�I��il►I�'� � {�i�{��{�{� i{ili��{�{� �I�{�i��i�{�I� �{�I��{�{�I� �I�{�j��{�{�I IIIllllillulilil lIIIIInIIInIIIIIl�IIIIIl1I1 InIIIIII�IIIIInIi nlill�ii illllni�►�InInI+II�IIII�III IIiIIIInIIhIIi IIIIhInIIIIIIInII'm 11Ill1II!IIInIIII IIII InIli III IIIII�IIII111111IIIIII1 Ilrlhlumrlhnl Inllml!IIIIIIIIIInIIIu!,hnlhm Ilnhln mlllnl�ulllnn VIMMIT1Y MAP � Not to Scala N , Approx = Approwmate Foot(Feet) ACP = Asphaltic Concrete Pavement = Inch(es) a d Portland Cr \\ � N B C Base Course --W-- Water Line N ul L2 z e C 8. = Catch Basin -F - = Fuel Line rn o 2 = z O t�° %41 `\ Cone. Concrete A - = Air Line � Q a M w Z liR _ Of�On Elev. Elevation -E - = ElecMc Conduit d i o 0 3 O Exst = Ext^,Rng -O- = Oil < z H 0 a �CILj a 3 \ Inst = Install ��tt Q Support \ Inv Invert R-7 Center \ � Site Lac = Location 140 \\ MH = Manhole i i� OM = OiINVater STS = Storm Sewer Pipe R-7 r TBM = Temporary Bench Mark a TYp - Typical m _J UST Underground Storage Tank Unk. = Unknown Z PWn �®aDE�T DATA W 901. NCTE. The ooneactor ahall um rare rl� 1v W F.. when eeuvanq nen oulidhpe end C1. p r�ipp �9 /�z• redo lowers to.void damage to 4' t;,0' 'r" 1^ t I.71f� 60 OJ' !1 RIA 917 '',I IN aI.lephone building grwndh9 ryetun U OWNER: . i 1. Title Sheet !Vicinity Plan 7. Tank Anchorage and Details GTE NORTHWEST INCORPOIll Donald SoW lOndie,Sher Engineer 2. Demolition Site Plan 8. Wast Oil Tank Details P o. Box 1003, WAG104LO Everett,Washmydn 90209 3 Installation Site Plan 9. Signage Telephone: i2od)201-0302 SU'E UST SYSTEM, 4. Details 10. Electrical Schematic E1`131NEER. i Ver 5 lank Cak ulations and Misc. Details 11. Veeder Root Derails ^ �� I� r ^ �� ^ Shannon 8 Weaan. Ina IU 1(�c=.1, //nn\1 O I'_-'1J1 LivJ ILf17�) U ILJRII (\C`a li.� Il1nV�ll 400 Norm Nth Sow n 6. Misx laneous Details 12. Plumbing Detail P o. Box 300101 2 Swme, Waryrplon 96107 03 Telephone, (206) 6.:o802n N 13. Ground Contouring and Details FAX (206) 631-6777 GTE NORTHWEST MCURPOA TED i � - m $ 3 Cont . F Pile or 0. Topham -i �5 FR a 14. Island Root Plan (KCM) O S rh ,a TIGARD, D�AIEGOM $ j§ LEGAL DESCRIPTION. u YA c4 6epnm el a ppadnI1trisingnew ronume a Canty Rwd-967 anal an the singers the d W W. _ Graiwm�I-f EI..V4 h T. 2 i RI W a1a W M 0fddDa{finYq rising IM N.E.cornmee r of � Mvwrn tretlo.out'receded ebd44eon h Wa�Iplon Cana VtkeYm: Cher, South U-4c Wei stano I'sin a WmtenYMe a the said Gahem Claim 941% teato an ppa; "F mica iiaeh 59'1 S Far 161.0 reel m flat pipe;111189 Shun 57.01 EM�e41e SYMBOLS NiBpraalrnbyh abnrer on ne SLlbpr�MalBW141111 l Sent oeMea dtend Connived Ye40d to AenR I. Book 7W1n Merica RI1a NoppennlFaeleaftyyNlarl PLAN SET REFERENCE 3 �®�� ran :IaF rtvnaaaa nuoseimnw lN�m e-W waim°miraa ultra UN ps r&blin,aronor;a Me Iolurp PcPeft deeelMai n idiom. wil lMU ern n wash-a�Aansa y2. l�oeprrmltp �yga gray, a the WYleme6a hese He" nnepadh1lwcasenlsea('q;, Road NoW'dIm=. hneattle.Ve.ame WOM55,30-801-3C001AC W.W. cre�wn ixna0on i.ta Grrt Nn egp aw racaded vnaaaim h aid a.nry,Mnnq nncareranu'44•war rep 1 warrry ariaasaidneaham Cavann94IM to neInn SECTION DESIGNATION-� 1EIe'"1E Mm$yw�n u•ut mer.Impne war Trier ala rrahn arRaar.tcaa ISSUE DETAIL DESIGNATION THENCE,Saari MOM0",a4tt90tarip � i THENCE,Sant 57177 FAV 4 drat.O b08 nal b ell Yen I•h darrrte, -- - c . A HrNCE,Ndn91-MI31-r4aineea 3110,7 ounty[C".lew.r.ry.x,awa.aa []CALIFORNIAL� 11AWAll NORTHWEST wrld con n vwme 672 Pep.4W WrMlaait carry ossa RamM. / \ THENCE,, at4e101'WentadWled90A71eat SHEET SHOWING ,' _ _ SHEET ON WHICH SHEET SHOWING x THFNOE,Nan te•161 Wed" SHEETp.aolw; � One CTE Rad, Thousand Oaks,CA 01187 P.O. Box 2200, Honolulu, HI 06$41 P.O.Box 1003, Evwee,WA 91200 6 SHEET ON WHICH n1ENr,E.Nanm'telweraaranpeallorotrlonaetGepoinaM lOCA71CN Of SECTION SECTION IS SHOWN LOCATION OF DETAIL DETAIL IS SHOWN -' --- - --�-- -- 86 0 SW Burnham Street ® GTE Telephone Operations SHEET 27 .r 26 West Area 1 OF 14 J . 08/19/96 Iihm nnhill uulunhmhntllm4m nnhm nnluu nnlun mdml unlhudnu IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII—III�IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illtlllll IIIIIIt�"IIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIfI)I Ow GENERAL NOTcS ':VlZRAL. _ aL_ CCNSTPLC"0N 70 3E .N AC--CRCANC_ WIT-11 r+E '.925 �LiL:!Nc cOcE. \ ;�_•.`/ =`1C'.V 20 -)CI.NcS =cR SCUARE FOOT f - NINAAS;C WIND Si=E=7 - 40 MPH, EXFCS�RE S^:L.. :N A,,,, ,RCavCc •V!T., ;8C 0.-Ar _R 29. SOIL CLAS) 5 ASSUME- LAy- SANZY LAY. S;L"' :LAY. C.L.-YCY SiL71. I ::.NTRAC`CR "C `iER!F'! MAT-__R ALS 'F-'RE PILAC:NG FOUNL.370N \iCR,IC. aLLC A3L- �J�, � s I. GO SSE. ALL MBRACE �� I I/ `y• a� 'OUNOAT IS 0 [,AR ON FIRM ,;.%4-iSTUR8EJ NAi1V C;LS CR ON i ?Es . .I �?! I _ -C\IPaCT;] S%ZI�C"rRAL rL' - ALL =AL1- 3E,_C'N :R AO,;ACENT 'O --CCrNCS o TO, Scc I� T ��_ SING _.."..,�>_ - S' R'G x. d ALL 3E Pl_AC=C ,N 3" .F-� ANC _CM�s:: C. TO 9°7 'QF ASTM O 1,57 T 1 I_:uMLDENS ;Ty 'AAX' M DEvTr DETAIL : = CONCRE'c: MIS VUM 2q - ;AY STRENG-H (f•_) = 2.`00 PSI. i C:-< 4= �r - M0 OR o0. MINIMUM ,EMEV, :ON T %4T. RE:,%4F CNG STEL: ASTM A 3t5. l"�RAirE x�0 1 �;! T - --- - -i- - - - -- -- y! 5 v UCTjRSL S'--L SHALT CONFORM T 0 ASM A 36 ORA 500. 9GLT5 _ _ _ _ 0. 1 +'` <3_ C ANCHOR E30LT5 SHALL �CCNFCRM TO LSTM A 307, c 0 NR,I NG r�;�I i �--� = THAI-_l SNF--_;M ,c PERFORMED c,7 .1 =CMCCES SHALL wE = =7 L_ 'NE._O vG 70 3 _ R ARMED 3Y •%w5 EIMF'EO ELCERS CUAL,F'ED I a 70 RF RM THE REQUIRED ELOS. I 'N R00 DECKING S'r'r 3E 20 GAGE N ;.�1 P a • �A Z=7OECKwiT143' SA0, GSE S 'i j ?SATE ?T1F=EvERS i� -�• E C, �,%E ',�` NI I N IV SEAMS 4T 16"C)C ANO ^CNFOR\I TC 3/1 6 I c a;'M .A446, GRACE C. ;S* MIN 0.3456 IN-3. S" MIN = ; 2280 IV 3 ) _--*l3/15* -- BVI •1� {• I ...—._�� HCLC-� FGRFGR�' _ _ �'`Is, 3%d" 3CL'S. TrP x AT EACH >SScti+9LY POINT 4 TcK SCR NS w8 X10 I •N8 xt0 CUP. SE. 8 \ L2 x2 x18 GAGE W8 x I 0 - - - _- -- 1_ - �_�— - - '! --- _ _ i _ CONTINUOUS OVER BEAM — — — —— —— — —— - I I �+ SECTION 5� CUT ANo alT,o AS REo•o 2- 41.4 -EK SCREWS ' SECTION #8 TE_K SCRENS' I; j� - 1,90A BRACKc73 I P LA N =�I - 3- 1/3' �IJOCI_► NCLOS. c.. J`G GACE I �' ^•p RC1 .C;N' .IE 5 .ALV ;"ASC•A 3/16 DECK CLP ' �•H3 ><10 'Ht2 X35 r•' • ' '-- • ( 1 �----- —• , ' � -- - i t � ► / s ,/� WASHER, oo=i E i 30L7, TYP ' I I •Y x10 x1/4 COLUMN (TYP) DETAIL _ 5 DECK CUP / 3 v0 SCALE - I I #10 TE SCRENS i BASE 01-ATE �^ 104.'-0" O.C. TYP SC- D I I 9. 10 •`IOL_. rJK i/L i o �' I I - r--•-•-; r, 1 ',%'—' �a `� •tai" _ VAC'-NF BOLTS - ,¢5 VERT;C:AL 1 d- "SIA 3CL'S ( $- .44 xtjj HORIZ =L NAS�ER 3 x3 v3- - '� •8 c - MINI'A'•�'A E'AOe7 + iL"OC MAX V %J14 S`UARE �+r - • J - L - — '� � �9��,'Zt C°_ •1`IGS =CQ s'p"' _ _ __!� OVFRr -'C'N SCUPPER i ..� I ��, %S t OC:%,43;lOUT ANO ,v - -- ! ter_ (WII'41N '.2" OF CJLCF! a' �t' �'C,< - GUT'E? OrFLAIN) • - 884 �-- _ - l_ I ► 1 ' 9 0 SW Burnham Street 3CIjA:c DEIAIL SECTION K2 _' DETAIL 28 of 28 -- - ` - - - _ ^ ��'•� _•'. •%' _.. _ __. __ _ pRvwF. LCC i'C,'1 7_1 '� SIC'+0 rC. � •� -��.._-�Q 7. -'� !� '� r_ _ ..II '�./ ��,.r•n � 3' � _ G I _..L_ Ji�Ct,: V'r—�'��CI �J -"I �: �. I 1 ]f.N^• `,• ~ '1 ^ Vii_ l : r lli,r� j I r, .n, `-.r`� r{� �� VI �..� 08/19/96 ► ��II � lllf 1111111 I � IIIIIlI � lll { lll � lll + Ill + 1 l . ili � � � � � � ` � II + � ! IlI111 � 11111 1 1111lII ' lllll I Ilillll � llll ! I lllli � lill � ll I llillll � lllll l lll1911 ' llillll l IIlII � IIlIIII Illlljl � lll ' I �. NCM MADE IN CHINA 13 1A M 1 1 it In 14 29 it !�IIII IlIII 11ll!11cin ;1111111111 lI!Ill�ii�iiilliiii�iiiiliiiiliiii�iiii�iiiili��i��i�il{iii��iiil�i�i�iiiilii�I�ii i I Iii IIII illlliililili111iillllilllllilliilhli!liii<<iiiiliiii�iii�l!!i!I�liilill�lii�lliil•i ..