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15333 SW SEQUOIA PARKWAY BLDG 228 _ .. v r . .h: 0' ITT >♦ ,AMY1�11�+Y NOTES : A �t TRANE MODEL TWH018014aA AIR f3HANDLER a1,-19 �,' 20v iPli 2 MCA Wi NO STRIP MEAT � � L 1 1 1j . 17 THANE TWHO3081 40A AIR HANDLER 208V 1PH 30 MCA W! 3 . 61<W STRIP HEAT I l SINGLE PT W--AH 1 AH-'/ , 18 THANE MODEL TW'140368140A AIR HANDLER _ -- --- _-_ --• _ -__ _�:� _ -__. _ ----_--- — _.._— 208V 1PH 5 MCA W: 4 . 3KW STRIP HEAT j c , 277V JPH 23 MCA aH_6 . 14 THANE MODEL rWE06OA4008 AIR HANDLER 460V 3PH 17 MCA W.• `9 9KW STRIP HEAT ! I l ! I C'1 SINGLE PT W-AH THANE MODEL. TWE.-06OA4wOH AIR HANDLER I _ _ - ._ _._ _ ._. __ __ __ ---•---- _ _ __ — ----_.--_ — ----....__ - - r STRIP HEAT t + 460V 3f,h• 27MCA W! lakW SINGLE PT W--AH L- 1' l � � HP-19 TRANE MUUEL TWRO.18C100A COOLING ONIL" 208`•' 1PH 11 MCA 1 . 5 TON I I ! I ! ! ! ! EL_ Tb/A030';400A HF AT N'JMf' I X: � w HP-i , 2 . `a, 1 D , 11 . 12 . 1 3 , 17 TRANE MOD I I ` W a 460V 3PH ' MCA 2. `- `L'`I i I l_ f cn HP -7 . 18 TRANE MODEL. TWA026C400A HE:A * PUMP lcc HEiOV 3Phf 8 I-ICA :s TON I ! ! ! I Q:3 N : i � H � TRANE MODEL TW.+04�C4Q0A i,wA'r PUMP II HP'-8 . 14 I I I Q 4bov 3PH 10 M�.. 4 TON I� i J li � � � HP-4 , 5 , 5 . 15 . Li, TRANE_ MODE- TWA06G9C400A HEAT PUMP jl ! 4601dPhl 14 MCA 5 TOS ! ( I I II + • Z Z EF 1 2 ACME" MOCEL NRN110 RUGF f'XNALIST 1I — ,; --_-- Hp_ 300 CFM 120 VM.T 2 . 3 AMPS _ I I • l._J rP- B80AN )'iODf-L 36U rXHA,;ST f•ArJ _ -.. - j l � u cc300 CFM L15 VOLT •Q ~ f� VENT TO FX TERZUR � I, eA I i Oew ril'-l: HP-# _J , , O � ami. I 1 I I Q c3I I I I l Q W ! I I W I I I Its 4 m + ( I i ( I ► t J � ! w' , w 1 • ,;�•`-r._—_L 3`_�//.l, ��r'!�IIii!+tI�1�1,i,'l�kI'I.!IIIIIIIl•i'Ij;1i',II-_-.r,ii,i�T•IIlI.I',t►l!j!lII,'l}iit+�l�ll I',i'a-=ne-7:171i-;.-_�_'" LtfS'1�',.•I 1 l'_.a�"-►;i�1.-a�-�-i l�—eXXrr`>�1,,<5'I I1Ir,d1--_1-1__0'-_1 2;'rL.-.l-1e--e,-•Ii-n_1'_w_-0w-.�-am-_u��N{`I�'u1-�JIIY1,i!I��Ii'—1.6-j'J I1u.II.�)<1�.I J!I�I.t.N-I'y I9-j�1ce_k•l.I Hlraa�'t--.-_1„0'li.:'1i~81I•5�' V�f—NII��LL•;�_11 E_2e'."1.�1•,'-a-Tyj!I�i!��f'a�Ii�.;,.,e1,�(5 l-�—��i--l.•l'-.e��!-'l�l'�_'i-���-1l,1-'-I.t-I��Ii SI-�-i_IIij�_�,'l 1pWllCO-1l-'l)I,!k I•tj•I t iY'I�.•j{f~�,°l..�-..!A3,l;�»l'H�J;i1l--S•l-slOli•°r l-l.eN•lI,=l-i•lFes1IiI�tI�IiiII,�(�Il(t'I��,I-r-l---eE e��'-'e-..e-.1•-.-iYa_'.,•!j I_ • i_--_-_-.!I�tI e-•'i.-.e1-IIl �`��`r'1u�'•l I l_;�"�M 11'i_.�. -/-RO1 Cj'�t._2�-•aF/�III I� i�iI F�_-F•"P-rLA—0-•1•N n-1 t!-e_--•1 • HVAC V..A _.lA_ _C SCALE : 3/32" --——��_-----.•_---_-•-_----I ! �.-_1._-1.-J-•---fiV-I�e-a-I-I—~dt-,MNlm-4e�e-_-•_+.,_�Iljiiw1 _-r_.:__aIi(•,_I 1�iry,a3 tInytt 1•!i._- �2...°�0g1l�ry�e.-aj~•_�Qt __1.. .9.-I!:1r-i_ g➢aj _:l_•2_,P -.-_��ir.Q'.�__•-1�___ I I! II JI I -• - mmQLHE I7FlC1s+,�)3L Z1 u i� w I Z0 NN HiHW WMWNOw zQnIUO4 4 oUn2 7 i2se ae• fulli3e'i aei 1�•i 7 � - iai aeaaa °ie12 OL'I Zee L? T e•i ' 2•i12• 12•0 ase _'. 14'0 21l aee_ >W\Q V clI I' CJ�Ql(�•t �- li HF - JiFWmI'- •Uzse- 1e`i 12.0 - z 340 zi o-r ei N co1�0 I,- in e 11'i 1410 0 •i oaA 12• i�. •taa U9A 012• le• 12x12 •S, li " a 100 ee0 cr•. •,o a,,n I v 0 N I W 1 10•0 225 228' Ali 10 Q LL N , Y1410 Iv •12•0 'i 12"0 ••, 2i ! J .F 10.0 "1 l AM-7 L<—i_ L1 AH--IT I� . - •es 40 e•, ee_ f I i lei 14"0see1.•i ai 9"0 9-0-1712.0 i,•/ S 0 1 0 2 O 1,•/ 2 -- 321 Saee _ 10, ,ZCfN -40012' 12,46i I O 4ce Qr 100 Ul tn - - 12.0 0•i N •, 1e•/-, 1r, I A•/ - e'i 8.0 °'/ ` 0"o e•i 4t w TO�tI - - .. 9' �Vit ♦ TOH 12 / 10i 0. '� t,12"/ ie•i ISO W -230 i ei R i e•i ri 1re•i to , - ee0 ^7e_ 4 2A e50 L ' 0 425 2. 22, Llk,fl 1� CAU E13 ) 1373 PROJECT NO. CITY TaEET NO. JpluYed............. .. Gand(t1unRly/ 'OY ^FPLAN HVAC For only the wo ri' e PERMIT Na. See letter to;Follow. . k M I SCALE 1/8 " ......... .......... OF 133SA)- Vale: 5333 SW Sequoia Pkwy intl IF THIS NOTICEAPPEAti CLEARER THAN THE DOC11IMENT,THE DCUMENT IS OF MARGINAL QUALITY. Ir III Jill llli11lllliillill Illlljlllllli lllllllllllJill llli 11illllllll1i,1 ICH MAW M rA ~ � J MEN 1 ;'. - - CMMJ1 ' hn!!inllnn It►,iun n+tllkll,nl+hm tulll!II n�,lnit kminntnnlnn unhul Holm,h,nLnlinnlll„I„nlnnitn,lnnhn!N,lttnnhnl l!nlun,rllhll�iillmt Illlltli{l,tt►I�niNulilm mllnntntllll,,,t,,,ll►,,pnlln,tlln l :,7 . ti A®DRESSa 15333 W w w i:\records\microflm\targets\building.doc i I � 6 r' ai: �,r� �� 1� ���'�t s✓ � ( � r r � r p v d Jhl ,lJaie FQt r={ p}jh1 TP rt' 4�sat�T�� -'0;". �. .�, '� � � r l ,� i CITYOFTIVARD ■ CITYOFTK+7416 BUILDING FERMI"I COMMUNITY DEVELOPMENT DEPARTMENT o•1 7 PERMIT #. . . . . . . . PUP92-01188 13126 SW FMN BIV&F.O.Bac 23397,PPM,Or«pn 07223(6W)6M-4176 _-_-- _—_—_-- 171 DATE ISSUED: O7/O8/9r 'iITE AI"1[)RE'.'.�,. . . 15333 SW SEQUOIA PKWY PARCEL: 2S112DA--0070o _"UBDIVISION. . . . . PACIFIC CORPORATE CENTER 7ONING: ow rALOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : ----------------------------------------------------------- QFISSUF: FLOOR AREAS---------- EXTERIOR WALL CON'aTRUC;TION- [. -ASS OFF WORK. :NEW FIRST. , . . ..22•'485 s f N: S: Ea W1 TYPE OF USL. . . :COM 'SECOND. . . : sf PROTECT OPENINGS?------------ I PENINGS?-- __-_._I YPE. OF CONST. :3M THIRD. . . . : s f N: S: E: W: OCCUPANCY GPP. :BR TOTAL--•-•-- - -: R2485 %f ROOF CONST:P F=IRE RET? :Y UrCUPANCY LOAD:272 ,EASEMENT. : s;r AREA SEP. RATED- 51 ATED: `_1OR. : 1 F4 T. :20 ft GARAGE". . . s sf OCCU SEP. RnTED. HSMT?:N ME Z Z?:N REVD SETBACKS---------- RL(JU I RE LI-- ---_______________ FLOOR LOAD. . . . : 1.00 Ps f LEFT: ft RGHT : ft F1 R SK'1'1.:Y SMOK DE T. . :Y DWELLING UN1TSs FRNTe ft REAR: ft FIR ALRMtY HNDICP ACC:Y YtEDPMU: BATH; : IMP F3URI.;A(:f_: Plr,200 PRO L:URR:N PfIRKING: kJALUE. t: 618001A I *,, Remarks: Tenant Imprs const. int w€tll,�, par^titions, tlt rms, etc. TIF Total : 1-20, 856. 00; M�.t -l: 17e prai;.i before 0CC1.tpanc:V. Jwnere __._.______________ .___._____..__._.___._.___. -.______________.- FEES ---- ----- --____ PACIFIC RrALTY ASSOCIATES type amol_int ley -late recpt, TIED $ 2'0858. 00 JF-1 O7/08/92 - PPMT $ 172'5. 00 JH 07/09/9= - j iL PLCK $ 11:_,3. 20 JLH 06/26/92 228952 !hone #: FI PE R 691 . 20 .71._if 1D6/i'6/92 J.,2895P 1 SPCT $ 86. 40 JH 07/O8/9c - 1;ontractor,: _ __-•---.._.._.---_ __._.._____.________._ _ 14. L. GREEN !"5115 SW SLUUO I A BLVD, SUITE. x.,00 I IGARD OR 97224 Dhone #: 62'4-- 771! t 2z4A6. 80 TOTAL N,eg #. . 1 41328 } REPU I RED I NSPECT I ON5 ------- his csreit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other I n s 111 at i on Insp _•_____,..__•_ ___ __ Y _- applicable laws. All work will be done in arcordance with GYP Boar^d Insp approved plans. This permit will expire if work is not started 61.150 C;ei .lnrl Insf:� within 188 dans of issuance, or if work is suspended for more Final Inspection than 18# days. F rum`4"e ere�mittwSignat'We: �c� IS91.Aed five Call. for inspection - 6.x-,9-4175 F PLNCK RECT q CIT' OF T I VL .11 D U tPO lion 2130 Blvd. / PERMIT # COMMUNITY DINELOPMENT DEPARTMENT Tiprd.Oregon v7223 (w3)63*4171 DATE ISSUED Z TAX MAP/LOT izJ��O - JOB ADDRESS: ��JSGI� /Gt.� � — SUB: LOT: -- LAND USE: —�— --- ----- VALUATION: ��_.L�� ,,. App�C 0 ISSUE OWNER SPECIAL S V-L 8 NAME: � � �Q rakes �_ REISSUE OF: ADDRESS: __ __ LAST REISSUE: ._ FLOOD PLAIN/ PHONE: _ __ __ SENSITIVE LAND: CONTRACTOR APPROVALS RLQI;I RLQ SibtR 92 .0010 NAME: __�-- ___ _- PLANNING: ADDRESS: _ ENGINEERING: FIRE DEPT: PHONE: _ OTHER: ��� -re A0 CONTR. BOARD #: -- - EXP DATE: `u,/8if00 ITEMS REQUIRED SUBCONTRACTORS: PLUMB: — _ LIST/SUBCONTRACTORS: - MECH: BUS TAX: _ ARCH ENGINEER CALCULATIONS: NAME: _ _— �_ TRUSS DETAILS: ADDRESS: _ -- -- - OTHER: PHONE: - PROPOSED BLDG. USE: 5;IY4/F COMMENTS: 4901 C&Vhj PW§f so AA_]hl to—m-064 710_ Qtz sma _— � � 1 !mow f tGAO — PLICANT SIGNATURE Received By: --- -- -- ------ --- _ Date Received: -__--�- v F • r PERMIT # ACCT # DESCRIPTION !?MOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit fees 47WO 7� 10-431 00 Plumbing Permit Fees _ 10-431 01 Mechanical Permit Fees -- — _ L 10-230 01 State Building Tax (5%) •� - L • Building Plumbing Mechanical 10-433 00 Plans Check Fee /�. z- Building _ Plumbing Mechanical 10-230 06 Fire •� -OW_1zQ - - W-OZ37 30-202 00 Sewer Connect ione'@zioa 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 52-444 00 Parks System Oev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSOC) --�� 24-145-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) _ — TOTAL 1612.28 80l X114.40 /9 14,gD nm/3587P.WPF r• ter," 4 R y.. ..�,,. p,..p•^•r:n,rq.1 nw-10y w-eRr. ,. «+.. o..• , *,,. .q. .,F.Rr , ._,N"u.wAN' :.�.�•q.-w r r ,.. .,......w. w.;.•"avow n: Page No. 1 CASE HISTORY FOR CASE NO.: SUP92-0788 PACIFIC RKALTY ASSOCIATES 15;33 SW SEQUOIA PKWY • n. 05/I9/96 .1 Action oescription P. j 3chd/ Fend/ Action Notes Disp By Update Upd code Sent. Dolle Done Dale By -__ 1 BUPC007 Application received / / / / 06/26/92 07/07/92 JHJ BUPCOlo Plan check deposit paid / / / / 06/2.6/92 07/07/92 JHJ BUPCO2C Plan check by / / / / 07/07/92 LAPP JHJ 07/07/92 JHJ r. RUPC030 Fire Dir.trict review / / / / 07/06/92 CAPP VWB 07/07/92 JHJ 1. YTIF VRG 07/07/92 JHJ BUPC040 Check for prr_1. restrict. / / / / 06/26/92 i BUPC090 (F) Ready to Inoue / / / / 07/07/92 REDY JHJ 07/07/92 JHJ BUPC100 (F) Issue permit / / / / 0'//08;92 PA.98 JLH 07/08/92 JH BtIPC140 Framing Inep / / / / 11/12/92 PASS TLP 11/13/92 TLP SUPC790 Insulation Insp / / / 01/01/93 PASS TLP 02/04/93 TLP HUM-760 Gyp Board Insp / / / / 01/06/93 PASS TLP 02/04/93 TLP HUPC762 Sump Ceiing Inop / / / / 01/06/92 PASS TLP 01/06/91 TLP BUPC799 Final Inspection / / / / 01/01/93 PASS TLP 02/04/93 TLP BUPC950 (F) Issue Cert. of Occupancy / / / / 02/71/93 PASS JLH 02/17/93 JH t BUPC96" ''ane Finaled / / / / 02/nl/93 PASS TLP 02/04/93 TLP I 1 !r 'r r Dn k;17Y OF TIF SEWER CONNECTION CIiYOF 116,T4Rd1 PERM I t COMMUNrTY DEVELOPMENT DEPA'R'TMENT areoow E.F2riIT a. . . . . . . : Sw;�e -0c:37 13126 6W HWI Blvd. P.O.Box MW7 Tipo+d.Ompon WW(6(3)639-4176 1 1 L iaUliRESS. . . s 15333 SW SEQUOI A PKWY PARCEL: 2S 1 12DA--00700, 5Ubl)1v1SI(..)N. . . . PACIFIC: CORDORATE CENTER ZONING: 10 HLULK. . . . . . . . . . s LU(. . . . . . . . . . . . . s 1 E:NANT NAME. . . . . :SAIF CORP USA NO. . . . . . . . . . s FIXTURE UNITS. . . :92 CLASS OF WORK. . . :NEW DWEL I—I NCS UNITS. . :6 I'YPL CIF U(SIL. . . . . :COM NO. OF BIJILDINGS11 INSTALL TYPE. . . . :FSU 9WP I MPERV SUkFHCih. . : : s 1 Remarkss •(ena+nt Impr: const, int walls, partitions, tIt rms, etc . caner^: -----_--_____.___.__._.________.__._. EES F-,O( II IC REALTY ASSOCIATES type amount by date recpt PRMT 12'600. 0PJ JH 07/08/92 — I-ione #: r_ontractot^: ----------------._—.—.--____—.---- C:ONTRACTOR 14OT ON FILE Phone #: 12600. 00 70TAL Req #. . . ----_— RE.UU I;tLD I NE;GE.C:T I ONS --------- Ih.is Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency, The permit expires 190 days from __the date issued. The total amount paid will be .orfeited if the �— permit expires. The Agency does not guarantee the accuracy o•r' the side sewer laterals. If the sewer is not located at the measurement given, the installer shall pr.,spect 3 feet in 311 irections from the distance given. If not so located, the 1n .a r hall purchase a "Tap and Side Sewer" Permit and the A cry 1i1 all a lateral. �'e+.r m> t:t e e �',i.n n•a t .1�•n , -'tti.r -._..._.__.... Is9l.ted By : Call for inspection - 639-4175 •I Page No. 1 CAER HISTORY FOR CASE NO.: nWR92 0237 PACIFIC REALTY ASSOCIATES 15333 SN SEQUOIA PKWY 05/16/98 1; Action Description Req/ Schd/ End/ Action Naten ULnI. Py Upimto Upd 1- i Code Beat Dane Dane i'.at a BY SWRAo07 Application received / / / / / / 07/07/92 JHJ SWRA010 Flan check by / / f / 07/07/92 07/07/92 JHJ SWRA020 Check for prcl. restrict. 07/07/92 / / / / 07/07/92 JHJ SWRA093 (F) Issue prtn:it / / / / 07/08/92 JLH 07/08/92 JH SWRA705 Serer Inspectior. / / / / / / 07/07/92 JHJ i,. i M J d' y' ti CITYOFTIFARD CITYGr'Tkgm COMMUNt7Y DEVELOPMENT DEPARTMENT o�1101 131268W Hog Blvd P.O.Ba 2"W,TOW,O►pon 07223(60.1)6364176 PLUMBING PERMIT -T--- PERMIT #. . . . . . . FLM9 -v►09'7 639-4171 DATE" ISSUED: 06/26/92 ::,ITE ADDRESS. . . : 155333 ';W SEQUOIA PKWY PARCEL : 25112DA-•00700 S=UBDIVISION. . . . s PACIFIC CORPORATE CENTER ZONING: I BLOCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . . f. ______-___.--------.----. CLASS OF WORK. . :Nr-W GARBAGE DISPOSAL.5. . : MOBILE HOME PACES. : TYPE OF USE. . . . :COM WASHIN6 MACH. . . . . . . s BACKFLOW PREVNTRS. . - 1 OCCUPANCY GRP. . :S,� FLOOR, DRAINS. . . . . . . : TRAP S. . . . . . . . . . . . . . . .3TORIES. . . . . . . . .. I WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : LAUNDRY TRAYS. . . . . . . SF RAIN I)PPINS. . . . . : ;INKS. . . . . . . . . . s URINi41-S. . . . . . . . . . . . : GREASE TRAPS. . . . . . . : I_.AVATORIF�S. . . . . : OTHER FIXTURES. . . . . : TUB/SHOWERS. . . . .- SEWER LINT (ft ) . . . . :600 WATEP, CLOSETS. . : WATE=R LINE (ft) . . . . :60 { ))I RHWASHE:RS. . . . ; RAIN DRAIN ( ft) . . . . s i ii�m Its : Constr•#.0:t new tilt --1.ip w/Berkeley i-cof bl-tildinu shell. l'1F Total : $20, EtjB. 00; MAss Transs $1, 570. 00, Indk.lstr•ial : l.19, 2m00. FEES 4;C;IFIC REALTY ASSOCIATES type---amoi.lnt by date recpt PRMI' t 1.38. 5VI JLH 06/26/92 - PE_CK $ 33. 13 JL.H 06/26/92 - SPCT $ 6. (.-,3 ._TL.H 06/26/92 =hone #: Lunt Tact or s i EAN WARREN PLUME)I NO .i111 SE: 13TH i'CrR"rLAND OR 9 t ai-Oc' !hone #: 213&- 4l -),-7w 1 /x::. 26 10TAl.. Rep #. . . 00172. -------- RE UU I RED INSPECTIONS This permit is issued subject to the regulations contained in the Ton-ni_1t Insp 11oard Municipal Code, State of Ore. Specialty Cod:•s and all other Final Inspection applicable laws. All work will be done in accordance with _ approved plans. This permit will expire if work is not started .— sithin 188 days of issuance, 01 if work is suspended for more that. 180 drys. I.l a r•m i t t e? C— I s s u e d 'Issue+d Bv : - Call for- inspection 679-4175 1 �.+ ..fir• '-4 • CITY OF TIGARD PWMBING PERMIT 13125 £W HALL BLVD. P. O. BOX 23397 Appi"nts mus¢ hold Oregon Registralion to conduct a plumbing T I GARD, OR 97223 tininess or must be property owner/operator not hiring outside help. !�'�•. � Named Devetopnhenl � (5 03)639-4175 Nr � e0wl>�C� zz� Plumbing Permit� j� � �--� No. _ Address 1 Description .lob �� ALO/17 (p� �rjt7sUC-^"sc 81421-010 al1AN. Tf#ICE AMI. Tex Lot /S 3 Address - FIXTURES Lot Block Subdivision - - Sirulc 7.50 - a erneor o��i s�� Levator. 7.50 _ 7r ae ,,V % Tub or Tub Thower Comb. 7.50 Ma"Adc1ress Shover Only 7.50 /S f/S lJ Ll� C u aA itit'KY/ Water Closel - 7.50 owrw city/state / G ef D _ _ Dishwasher 7.50 ric4ne'/ Garbage Disposal - 7.50 -- - Washing Machine Thi, - ---- Floor Urain 7.50 iAddress Phone Water Heater 7.50 Laundry Room Tray - «7.50 Occupant City/Stale zip - Urinal _ 7.50 Non" Phone Other Fhftm(Specify) 7.50 116,41fbv 1196Z36 y(,5Z- 7.50 Me" Address Litt la Sli t-Z - 7.50 Contractor /Stab 21p 7.30 rP r Log U O Z MISCELLANEOUS i City Bee.Tax No Sewer tat too' 0(I 90.00 State E Board No. State s. o. Sewer-ea.Atklit.100' r 15.00 �- (Resdential) 7� ;U -g3 Water Service 1st 100' (.6)r 20.00 1 hereby adavMedge Viet 1 have read this appkalon.the!the Iniormatbn Water Service ea.AddilX09 15.00 given is coned.that I am registered with the State BuWWs Board.and:itso Storm s Rein train 1 st.100' 90.00 have a State Pkxr**V icwrse that the raxnbom given are correct.that an Ournbin0 work will be dare in accordance with applicable protiieions of Ore- Slorm 6 13-in Drain Ad*M.100' 15.00 gon Revised Stelules Chapters 447 and 893 and applicable codes and that Mobile Home Space 25.00 no help will be employed unless Nowmed under ORS W1(11 exempt from S121e replatraVWn.pl-se lama reason below). Buck Flow ovw hrtion Device 1 7�i0 t1C) FOWNERS-I hereby certify that I ern the ow her of the property do- scribed abcwe.st which loca llon 1 propose to male a pkxnbbV Instakadon ler Any Trap orWade Not my oxen use Pewl els property In rx-i be'kq eoralruxbd for sale.km",w rent Convected to a RxMxe _ 7.50 Catch Basin _730 -- ---- k1sp.of ExM.Pkntrng 40.00 Per Hr. --- -- Specialty Requested Inspections '40.00 Per Hr. lain T-afr-r 13.00 8l.ngie ran. Mg. AUTHORIZED SI014ATURE - ---- Date Describe work rteW o wMilion p oftm*vi 0 repak p to a bed" nZwential n non-r"kienbal Vj E1dldnpt»ed MINIMUM PERMIT FEE 25.00 tsAfttxproperty-- - SUB-TOTAL It"of 5% SURCHARGE Or " ---- - r25 PLAN REVIEW file P« be►-�onhee null and woad M suxxfi a oonabhxebn auAlhorlad r nal oom ` ----- TOTAL - I+wrxt.d slAttln 130 a oerrin/cMoru qr work M � dayerer slahpendsA a aberdorwd kx t)) s P~"f I"n Art's M enq fkrq ager vvoAc Is o"m wood. Det" lesuod _ _- by ---.-_-- • ,... , r".. ................ IE=160,50` co co •rF I II i I 1 =- WM vi ' W _.._.. -- IE 161.50 = - FW ` 6" 0 2.0% MIN.(TYP) 1 I I CO I .A CE I - --- RIM-162.40- I , IE=159.90 I- , = i 1 161.50 i I CONNEC ('0 p EXISTIN 15" _ IE=159.30 STORM ' RAIN S U E=155. 0(VERIr ) 6" STM. 4.0% MIN. I i t I off. 1 1E=156.53 l f 8," STM. 0 2 0% 10 , IE 1591 , 0 I I IE 16160 � I 0I CO --- `v� CO I f, CO o6,155.10 C N 1 I RIM—� --------------- - .r IE=156.50 CO ac ' vi a —TT11 E=154.10 —154.30 w " S. 0 2.^e 4 CO � I�.Wwr.. co wwmr r,: r. w, i a,. ''✓•, Rage No. 1 CASE HISTORY FOR CASE NO. PLM92-0047 PACIFIC REALTY ASSOCIATES IS333 SW SEQUOIA PKWY 05/19/98 Action Description Req/ Scbd/ Md/ AC,i,w, Notes Disp my Update 1 Date By Cade Sent Done Dane PLMC060 (F) Issue permit / / / / 06/26/91 PASS JUN 06/26/92 JLH 07/07/91 / / 07/01/91 PASS MS 07/07/92 MRS PLW120 Plumbing Underel PASS MS 11/16/92 MRS PLMC725 Top-out Insp / / / / 11/1]/4.' PLMC735 Rain Drain IrsTp / / 09/23/91 PASS 09/27/92 MRS PLMC799 Final Inspection / / / / 08/15/95 PASS TLP 08/28/95 TLP plMr_e00 Case Final+d / / 09/,25/95 PASS TLP 08/28/95 TLP I i r ! I i I i I f �f r SEWER CONNECTION PFRMIT ���, PERMIT #. . . . . . . : 5WR�32-0'i76 C11YOF TIFARD CJT1fOf 11i6.QRD i COMMUNITY DEVELOPMENT DEPARTMENT os OON -ATE Ir�5UEl): ��/:�?/9` 13126 SW HaN Blvd P.O.Bac 23397,Tigard,Or"M 97" 3 1603193"176 . . . 55.q.3 _- _ Si.)BD r"15 1 C1N. . . . l ON i NG: BLL . . . . . . . . . t_0i. . . . . . . . . . . . . I ENANi' NAML. . . . . :BLDG SHELL_ • 05A NO. . . . . . . . . . . F I YT URE UNITS. . . :0 CLASS OF WORK. . . :NEW DWcI_I_I NIG UN T T 3. . . 1 YPE OF USE. . . . . .COM NO. OF BU I LD I NGS: 1 INSTALL TYPE. . . . :BUSWR IMPVRV SURFAC:F. . :2.3760 r sf � Remarks: Construct new tilt—k.,p w/berkelet roof building shell. � ,Jwner: -_______-----.______—_.._.___y__..__._____._ _______._.___...__.___ FEES PACIFIC REALTY ASSOCIATES type amount by date recpt PPMT 4 1000. 0Qi ,TI._lt 06/23/9iP -- INSG 45. 00 JLH 06/23/92 - Phone # : f.,'ontract or: -------------------------------- H GPEE:N 15115 SW SFUUO I A BLVD, SUITE 200 TIC4RD OR 97224 _._--_____.,._--__-.--------------,______. Ph,_ne #: 624--771. / f 1945. 00 TOTAL Rep #. . s 4133..8 -------- REQU I REI) INSPECTIONS This Applicant agrees to coeply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The atreit expires 198 lays froe `__-..__ _______.•___•__ ..__. ___ __ the date issued. The total aaount mid will 5e forfeited if the - pervit expires. The Agency dors not guarantee the accuracy of the _-.,____.____ . _�•_•.�_,_,___ __•__ .._,,__...._-___, __-. side sewer laterals. If the sewer is not located at the aeasurevent _�.. ___• __ _ _r_r•�__,_____.�._. given, the installe- shall prospect 3 feet in all directions fret ____. _ __ .�•__ _ ____,�__ the distance given. If not so located. the installer shall purchase a "lap and Side Sower" Perait and the n" will install a lateral. Permittee 'iignati.tr [glued By: Call for` lnsper-tion - 6:39-4175 .w.. 'Aw, . �,- �,�,v.��� n r r, ..�, r,....yu, �, - ..i.� .ue,. y .. -,r •.r r a»^r 'r v.q"^..^" Y r....yes..../'rY 1.4 r CAba; HISTORY FGR CAUSE NO.: SWR92-0176 PACIFIC RIUtLTY l.SSOC1ATES 15333 SW SEQUOIA PKWY .t'./I N i•lF Actim Descrigtica Req/ Schd/ Rnd/ Action Notes Disp By Update UPd Date iy a Code seat Jane Done - -- — - ---' / / 05/00/92 05/21/92 JHJ SV7tA007 AF�llcrticn received / / � APPR JHJ 05/21/92 JHJ SWRA010 Plan check by / / / / 05/21/92 05/21/9] RSDY JHJ 05/21/92 JHJ 8MRA070 (F) Ready to icsue i / / / _ epRA080 (F) Issues parmi'c / / / / 06/23/92 PASS Jill 06/.3/:2 'T'H pWRA7os sewer Inspection / / / / CB/25/95 PASS TLS+ 08/29/95 TLP 9WRA720 Case Finaled / / / / 08/29/95 PASS TLP 08/29/95 TLP Yr�• I, 3 CITY OF TIGROACi1YYORD BUILDING PERMIT COMMUN" DEVELOPMENT fOEPARTMJENTMOM -,ERrIIT #. . . . . . . : BUP92-0150 13135 SW FWI Blvd. P.O.Sac 23307 Tip M.0-"w 47713(5M)M-4175 ,31TF ADDRESS. . . 1533-3 SW ,EUU01P PKWY PARCEL: 2Si12DA -00700 SUBDIVISION. . . . .. ZONING: OLULK. . . . . . . . . . . L_Cll . . . . . . . . . . . . . . _. -______-_.-___--_--___ r '2E.ISSUE: : FLOOR CahiF/i5_._- _----___ --- EXTERIOR WALL CON73;RUCTIM, CLASS OF WORK. .-NEW FIRST. . . . :31872 sf N: S: Es W: TYPE OF USE. . . :COM SECOND- - sF PROTECT OPENINGS?- - --- --_ 0 F'YPE OF CONST. .-3N THIRD. . . . : s f N: ' S3 Es W: OCCUPANCY G RP. :B2 TOTA1_--•--_.---: 1872 s f ROOF CONST :S FIRE RIFT?.Y UCL:UPANLY LOAD: BASEME'NT. : sf AREA SEP. RATED: sa'TOP. . 1 HT. :20 ft GARRGE. . . : OCCU SEP. RAT-LD: NSM`[ '. :N MFZ Z'':N REOD SEREQUIRED FLOOR L_OAU. . . . .. 100 r s f I-EF I : RGHT: ft F"I R SPKL:1' SMOK DET'. . :Y DWELLING UNITS: FRp ft REAR: ft FIR ALRMeY HNDICP ACCsY BEDRMS: BAT 111]: r' S-3UR,F'ACF_':7"i,:'f1,0 PRF] CORF• :N PARKING: ,IALUV. 3 : r'95000 Remarks : Constrl new tilt—.Ip w/Berkeley rnof b1_iilding shell. "r1F- rotas : 4c0►r850. 01X+: P'.a<� I"ra.ns : P1, 5lo. hiss), Ind1-istri.al : *1`i, ?W3. 00. owner: _ _ __...._.__....__.____•-----__.._._-____.__._._. -__--_-_---______ FEES -_____--- 13ACIFIL REALTY ASSOCIATES type amnI_1nt by data recpt PRMT 11 920. 50 JLH 06/23/92 - PL.I-K 51)8. :3 .TL.H 05/08/1)2 227007 FIRE f 368, 20 JLH 05/08/92 a27001 phone #: PCT $ 46. 0. JLH 06/23/92 - TIF 'F ,::08581. 00 JLH 06/23/92 - Contractor: 1 H GR[.-.E-.N 1;:111:1 5W SEuuoip BLVD, lI"FE i.:oo t IGARD OR °1728'4 _------_--___-____.--___----_._-_______ _-- Phone #: 624--7717 $ .22791. 0C TOTAL._ Req #. . . 41328 -..__-___ REUUIREU INSPECT ?.ONS _.___...-._._.._ This perait is issued subject to the regulations contained in the Framing Insp Tigard M+micioal Code, State of Ore. Specialty Codes and all other lnsl.11ation insp applicabl,. laws. All work will be done in accordance with byp Board Insp approved plans. This p•rsit will expire if work is not started S1.1sp Cei Ing Insp wit►,in 188 days of issuipco. or if work is suspended for sore Final. Inspection t1;n iB8 days. Pl e r m i.t t e e Signature: 51.1ad By• .J Call for irlspectiori 633-4175 . _ y 1 .��i§fk��k�u.�+r+bones*rw.n�.�..,..,...,...,�...,.. ..,..ti...a...........�.._ 13115 SW Hag M4 PLNCK/RECT f 5 CITYOF TI GA.RJD ro BOXZM97 PERMIT S �fx COMI*IIINrrY DEVELOP:,tE\'T DEP,lRTDtF,NT TO (^`cpn47u' (503)04'171 DATE ISSUED JOB ADDRESS: 8I9 Lt- ca r c. TAX MAP/LOT ..le: 7 � co; .1 2 -r-, I SLOT. LAND USE: _r VALUATION: 2 S ow _�PFCjA NOTES - R I4-v REISSUE OF: ADDRESS: 1 1 i l 6m) 5_g,� 1Dj a_ Qark.wa�i4c ZV DIST REISSUE: _ a _4 ?or -lav-d O'�- q� z�9 _ FLOOD PLAIN/ ' PHONE_ fQ7,y - ro moo _ SENSITIVE LAND: i;ONTRACTOR APPROVALS R U R %A 9,? --oo0 q i 1AME: q L� Q � _ PLANNING: ADDRESS: pekdk wati 504L o ENGINEERING. FIRE DEPT: IMNE: _ �n2`j= (via OTHER: CONTR. BOARD L4 2,6 EXP DATE: ITEMS REOUIRM 1 USC©NTRAC7QRS.: PLUMB: r LIST/SUBCONTRACTORS: MECH: BUS TAX: 4 NE GINFEI; CALCULATIONS: 0W. nM"" r p� soc. TRUSS DETAILS: ADDRESS: V,n, }oj, aQ_aE1 _ OTHER: IWNE: �. Z` —9 5-7 0 ('ROPOSED BLDG, USE: OMMENTS: `' j-Z-W05 C6�74i it C L��/w %. ..G`9-[,..,T� Sir APPLICANT SIGNATURE _ Received By; _ Oate Rece!ivpd- �...rmmnnw.«..I��•.., .......,..S..a+.,r.vwre,a..�.�......_ ...._.__..,....nr.i.,,o,,v,,,,,� 71 Aft- PERMIT ACCT DESCRIPTION AMOUNT AMOUNT PD. SAL. DUE � 10-432 © 00 Building Permit Fees 'J 13-431 00 Plurhing Permit Fees �. 10-431 01 M2c: finical Permit Fees 10-230 01 State Building Tax (5%) '4o,as �' 10 A Building Plumbing Mechanical = _ r 10-433 00 Plans Check Fee Building Plumbing _ �- Mechanical 1 10-230 06 Fire 368,,W arc�-, 2,0 _ ' 30-202 00 Sewer Connection 4sc �s:o� 30-444 00 Sewer Inspection t• 25-448-02 Commercial TIF Fees �t 25-448-04 Industrial TIF Fees 1 25-448-06 Institutional TIF Fees • 25-448-03 Office TIF Fe.:s 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees o.00 �M• 52-449 00 Parks System Dev Charge (POC) 31-450 00 Storm Drainage Syst Oev Chrg 24-44S-01 Water quality (Fee in lieu of) _ 24-445-07 Water Quantity (Fee in lieu of) TOTAL ,l 9j 73 '.O � , 5_.'7 ,2 /� •�� � .c� v Lf nm/3587P.WPF-40 � vy Now I'm r CASfi HISTORY POR CASE NO.: BUP92-0150 Vag. No PACIFIC REALTY A390CTATF.9 15133 SW SEQUOIA PKWY 05/19/99 Action Description Req/ Schd/ And/ Action Note. Wimp Py update Opd Data �Y Code Sent Done Dane 0$/13/!4 PASS TLP 06/13/94 TLP BUPA970 Case Finaled PASS JL1 06/23/92 DLN BUPC100 (P) lost'* permit 06/33/!3 ( ( f f 07/13/93 PASS TLP,07/16/92 TLP BUPC705 Foot/FAlnd Insp PASS TLP 10/06/92 TLP BUPC742 Roof naiing Insp / / 10/01/03 PASS TLP 06/13/94 TLP BUPC799 Final Inspection e� IT �y { e 1. INBg1�S�L11._. office - City of Tigard Building Department 13125 SA Ball Blvd. Tigard„ or+gon 97223 Inspection Line (Roc-C-Phones 639-4175 Business Phone: 639-417'. inepection:_ rooting Plbg. Underslab mach. Rough-in Appr/Sdwlk , Pound. Plbg. Top Out Qas Line FINAL: . rest/Beam Struct. Ban. Hewer Framing -Bldg. Yost/Rwam Hoch. Rain Drain Insulation -plumb. Plbg. Unde=[loor Nater Lina Gyp. Bd. -Meeh. Date Requestedt -1 -k -)- 1 __Time: _.V.—AM — d 1 Address,—(-., �- r�- y. Permit 7 7� /�U�C�I -- Bu l ld.)r t TBE FOLLOMING CnRRECTIOMS ARE REQUIRED: � L / � rGf ... ...,.. YJ I!V Inepector:Z-2 Dates. 1 APPROVED DISAPPROVED PROVED S"BJRCf TO ABOVE Call For Reinsp. !IM. qtr., N. ` .�.. d.,y,._ NM'i•* '� . .;+MA" ,. .r . ..... r r . .,.,�� ,..,,,.„ye .,«.yr..... h. 1 CUM RD5ITE WORKOF TIGA Cfl,fOfflM10 PERM T' COMMUNITY DEVELOPMENT DEPARTMENT Mme+ r EF2M I T #. . . . . . . : S I T92-Q,012 13125 Etta►WI BPrd. p.O.Bot 23947,TOW,Oregon 07713(603)6344175 i,1;q.._41 71 DATE ISSUED: 06/03/9a .+I TE ADVRE:S,-.. . . 15333 SW CF QUO IA PKWY PARC FL : 2 S 1 12DA-00700 ';UJI )IVISION. . PACIF=IC CORPORATE CENTER ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : TYPE OF WORK:NEW PAVING?. . . . . . . . . :Y RESO. NO. : _XCV VOLUME. : Cy GRADING?. . . . . . . . :Y VALUE. . . $ : 214000 t ILL VOLUME:. : Cy LANDSCAPING?. . . . :Y FNG F'ILL.?. . . . . . :N 5ITF P'RrP"). . . . . . :Y (11L� RPT HEOU)".'Y STORM DRAINS?. . . :Y IMPEFRV 5URFACL. . : 1531J0 af remarks : Site work, grading, paving, storm drains for three new buildings. i-IAGIF=IC REALTY ASSOCIATES type a,mokint by date recpt 1.5115 SW SEQUOIA PKWAY SEDC $ 1E,800. 00 JLH 06/03/92 - 3U I TE 200 PRMT $ 718. 00 JLH 06/03/92 - f IGAKD U11 9 1ec'4 PI-CK S 466. 70 JLH 06/03/92! - Phone #: 5GCT $ 35. 90 JLH 06/0:3/92 Contractor- _.______._.___._.._. _. _.,._•._.._...._.._._ _..__._ ._. H GREEN ?; 115 SW SEQUOIA BLVD, SUITE" 2:00 11GARD OR 97224 --••- ---___.___.___._________________ ___._ ;-'hone #: 6r'.4-7717 18020. 60 TOTAL 1 Reg #. . . 41:.328 - ------ REQUIRED INSPECTIONS -----This permit is issued subiect to the regulations cortaieeri in the Er0Siun Cartrol _.___•��__� ______�,__ Tigard Municipal Code. State of Ore. Specialtv Codes and all other Grading Insp applicable laws. All work will be done in accordance with F'avinq Insp approved plans. This permit will expire if work is n1)t started St rm Drain Insp within 188 days of is:,tance, or if work is suspended for more Landscaping Insp �__•__..__•.. �_ tnan 180 days. Final Inspection '-''e r•m i t t e e 8 i g n�I t t.t r- lJ�� -. _.__ [sst.,ed By . C21i for .ins>ctection - 6:39-4175 lye �''{•54 _ ... .b,•� j } ..... V • CITY uizsswifs1ilm. PLNCK/REI.T Nnlel' TA T� RD T�0mrn97M PERMIT fJ — ��/.2 COMMUNITY DEVEfAPMENT DEPARTMENT (M)63"171 GATE ISSUED • JOB ADDRESS)$�3 � 're C �'� _ -. TAX MAP/LOT :?5; / D �0 I SUB: LOT: / _-_ LAND USE: _ VALUATIGt': Qm SI)ECIAI _.s .•.... r7. itEISSUE� ' OVED To ISSUE *' — NAME: 1"Gl'�1!sdk� Gm, ADDRESS: . LAST REI :~ �� FLOOD PLAIN/ PHONE: _ SENSITIVE LAND: —__— pom RACTOR / PA PROVALS_ REQU•fes Q NAME: —�. 1.21`=�'r1 PLANNING: r' ADDRESS: — — __— ENGINEERING: —_ FIRE DEPT: — PHONE: --_ -- OTHER: I CONTR. BOARD 0: EXP DATE: _ ITEMS REQUIRED SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: BUS TAX: --_— --- ARCNaNUINEEq CALCULATIONS: NAME; �� �---- TRUSS DETAILS: ADDRESS: _ _ -- -- OTHER: _-- PHONE: PROPOSED W-0G. USE: /'�i�l s 2'27 CiMMMENTS: --- ---- - - -- APPLICANT SIGNATURE Received By: _�! _ Date Received: PERMIT 0 ACCT / DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 7/8,G'�_ 7/9,0.J 10-431 00 Plumbing Permit Fees — 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building _ Plumbing Mechanical 10-433"W,-Pl,,, s Check Fee 70 Building Plumbing Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Sewer Inspection Y '' 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 15-448-03 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) (1 s3,12DO) n6ix,,*W 24-445-01 Water Quality (Fee in Z 24-445-02 Water Quantity (Fee in lieu of) TOTAL 100020.60 nm/3587P.Wf'F , tt} x<.�� :t' ,� '�•' r eye A ( Page no 1 CASE HISTORY FOR CASE NO.: SIT92-0012 PA(:IpIc REALTY ASSOCIATES 15131 SW SEQUOIA PKW1 . 0!/18/!9 -� D1sp Action Description Req/ tichd/ End/ Action Notes enEY Datete y B sent Dome lone Date >,y t q ------- --- 05/21/92 JHJ c! SITA007 Application received / / / / 05/00/92 SITA010 Plan check by / / / / 05/21/92 APPR JHJ 05/21/92 JHJ SITA020 check for prcl. restrict. / / / / 05/11/92 YTIF VRQ 05/21/92 JHJ 8I1A080 (F) Issue pereit / / / / 06/03/92 PASS .TLI 06/03/92 JLH PASS MS 00/18/93 MRS AITB7a0 Stan Drain Insp i / / / 08/17/93 SITB799 Final Inspection / / / / 08/25/95 PASS TLP 08/28/95 TLP SITB80o Case Finaled 08/25/95 PASS TLP ne/28/95 TLP I" C i; F i' 4 (CwN } 1 w �.. � «��r�. * .Y.,,. e.,�,..,�.r•,.....�. . ... ry..�rs T+rps. .., e.-rt y,. f,a 'a t 'N.h,-N► ,.'t;,A. �.w....wwm.w,.#p-. A 11 1 DATE: PLANS CHECK NO.: PROJECT TITLE: PAC'r�Pusr 8��1� zz 8 COUI�IT'I'YWIDE — I E. APPLICANT: ijEK TRAFFIC IMPACT FEjt�/S Gt��O WORKSHEET' - MAIUNG ADDRESS: • (FOR NON-SINGLE FAMILY USES) moo_, 9 ""—' ---� CITY/ZIP/PHONE: RATE PER � ���� 02 �710i I CRY TRIP TAX MAP NO RESIDENTIAL $138.00 2 S/ l7_ b L} 7 L�p Q BUSINESS AND QQMMER IAL tL5.00 SITUS NO.ADDREW: 1 A-114 Ar r,'liS TiinE OC 03-BIAL —_.____~----$133.00 ;NST"TIONAL $57.00 PAYMENT METHOD: EDIT INSTTTUTION/U_ONLY: CR BANCF CFT(PROMWORY NOtJWD USE CATEGORY DERIP SCTION OF USE EEKDAY AVG TRIP HAT WEEKEND AVE TRIP RA QEFER TO OCCUPANCY ;/U L--917 BASIS: S (2 2 zY-N-� cAL:r uLAnoNs: -" — --- - — '1 A1990 11/ A/)G- Tie/FS X A133-t)') ZZ 5 X G.q7 X 4 13 3.00 -. AZ0,,?57, 73 = J0 7-11,�S��© I PROJECT TRIP GENERATION: /S To L A 'rr�� —� FEE: Azo 85t?- o ADDITIONAL NOTES: FOR ArC0tIrMNG PURPOSES ONLY: ,h,eAtisr7 /, ,5 70.o6 ?I✓D•:S/iPiAc rim PREPARED BY: M. WAS KNGTON MAM TIF 11OTEBOO1r form tifiQ i F } h. r r a t a PACIFIC COHPf>)RENTER Buildings 221Q2ft=9 Tigard, Oregon Specifications LJ 1 Prepared By: Mackenzie/Saito & Associates, P.C. (MSA) 0690 S.W. Bancroft Street P.O. Box 69039 Portland, Oregon 972.11-0039 Telephone: 503/224-9,570 Fax: 228-1285 l Fir r 1 4 i dDate: May 8, 1992 # Project Number 292077 F:\SPECS\MASTER.5Pb\92077\title •Y ni 01061 BUILDING CODE SUMMARY Occupancy Group: B-2 Construction Type: VN sprinklered ' Number of Employees: To be determined; unoccupied at the present ° -- Area: (Allowable) Basic Allowable: 8,000 Yards Increase: 8,000 Sprinklers 1ccrease: x3 Total 48,000 Allowable Area Proposed: " Building 227: 31,872 sq. ft. r a Building 228: 22,485 sq. ft. Building 229: 8,995 sq. ft. " 01062 DESIGN LOADS A:,sumed soil bearing capacity 2000 psf - Floor: Live load 300 Ib. , Roof: Live load: 25 Seismic zone: II Wind speed: 80 mph Wind exposure: B 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing laboratory to perfon"n concrete test and special inspections Contractor, shall cooperate and furnish tool;, materials and assistance. 01500 TEMPORARY FACILITIES Provide and maintain trmporary facilities and controls required for proper performance of the work: a. Temporary utilities such as water, electricity and telephone b. Field offices and sheds _2. - F-\SPECS\MASTER.SPB\920MGEN.nt* i i I i +' ,•,.arer:7NwB^F?tt'F iA'9!'�v!'.NsAMUittiv+I9^Maanaa.,M„';+�,... „w,..t,Y., nr , {fir ,4— ryu a c. Sanitary facilities d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls, such as dust, dewatering, weather and fire protection. i ,any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the contractor's expense. 40 Maintenance and Removal: Maintain all temporary facilities and cont;o►; as long as needed for the safe and pr- r completion of the work. 01560 EROSION CONTROL As required by the City of Tigard, provide effective erosion conte of as indicated on the erosion control plan and as required by the "Erosion Control Plans Technical Guidance Handbook," publishe J by the City of Poilland Bureau of Environmental Services and the Unified Sewerage Ager r^y of Washington Cou y. 01600 MATERIA! AND EQUIPMENT It is the contractor's responsibility to be certain that all equipment, products, and materials selected by the Contractor, or for the Contractor by subcontractors or materials suppliers, fonform to requirements of the Drawings and Specifications. Approval of manufacturer does not relieve contractor of responsibility for providing materials and equipment which comply with contract documents. 1 Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items, with a history of successful production acceptable to A/E and Owners representative. Qualifications of Installers: Use adpquate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work. Delivery, Storage and Handling: Deliver the work to the job site in such quantities and at such times to assure the cor:inuity of the installation. Store units at the job site in a manner to prevent physical damage, and in a manner to keep all markings visible. Protection: Use all means necessary to protect the materials before, during and after installation and to protect the work and materials of all other trades. Manufactured articles, materials, and equipment shall be applies, installed, connected, erected, used, clea-,2,A :end conditioned as directed by the respective manufacturers, unless otherwise specified. -3- I P'\SPECS\MASTER.SPH\92Q77\GEN nttt • +ye./�-rr�YMM w^ 4e I 31. 4 5. Place material over the full width )f the trench and compact in sayers not exceeding 6 inches deep to establish grade with allowance for pipe bedding. • 02230 AGGREGATE BASE COURSES We have been using combinations of 1-1/2" base course and 3/4" minus base course, usually with the 3/4" base course providing the final 2" of surfacing just prior to application ° of the asphalt paving. Pavement designs and sections should be reviewed with civil '~ engineering and the geotechnical consultant c, cross-section. Interior Floor Slabs: 6" of 3/4" - 1/4" minus well-graded crushed rocK. Pavement Baso Course: 4" of 1-1/2" Base Course: 1-1/2' maximum size conforming to Section 703.07 of the "Standard Specification for State Highway Construction, Oregon 1984," having less than 5% passing the No. 200 sieve. Sidewalks: 4" sand or 3/4" minus well-grade crushed rock. 02510 ASPHALTIC CONCRETE PAVING Oregon State Class C should be used in high quality parking lot projects. Oregon State Class C mix is a finer, denser product and will provide a more uniform surface. Oregon State Class B should be used for typical warehouse-type projects. In some instances, you may wish to use a sub-base of Class B and then a final surfacing of Class C. Use of the ¢ various specifications should he coordinated with the Owner, in terms of cost and appearance, and with civil engineering. Paving design should be a result of information obtained from the Owner and accomplished by the geotechnical consultant. Parking and Maneuvering: 2" of Oregon State, Class C, conforming to Section 403 of the "Standard Specifications for Highway Construction State of Oregon." Work in Public Right-Of-Way: Comply with Standards of agency having jurisdiction. 02618 PAVEMENT MARKING (By Separate Contract) Cleaning: Sweep and clean surface to eliminate loose material and dust. Striping: Apply 4" wide parking and directional lines where shown. Use Rodda Paint Co. ' No. 671, White. rApply paint with mechanical equipment to produce uniform straight edges. Apply ir, one coat at manufacturer's recommended rates. ' -7- F:\SPECS\MASTER.SPB\92W7\GEN.nts s.+ «n w^q vl+gs. I t•. tl:a 7 . + 02620 CURBS Provide machine extruded curbs of types, shape and dimensions indicated. Concr9te to be special no slump design for u:a in extruding machine. Provide cold joints every 20 ,-011. Bond curb to asphalt with "epoxy resin" cor tinuously along length of curb. Immediately upon completion of curb, spray with liquid membrane curing compound. Final curb should be uniform, dense, free of sags. lumps, honeycombing, or other irregularities. At contractor's optior,, pre-extruded sections may he used at 90 1 corners or short lengths of run. Curbs in Public Right-of-Way: Comply with Public Works Department having jurisdiction for all construction in public eight-of-way. Subcontractor to provide temporary protection for asphalt and immediatelv remove all ti concrete from asphalt areas during installation. 1 02665 WATER DISTRIBUTION This work shall conform to the requirements of Tigard Water District. c Ductile Iron Pipe: Pipe: AWWA C-151; Class 52 - Tyton joint Fittings: AWWA C-110 or C-111 ductile iron Tracer: No. 18 blue insulated wire buried with all non-metallic pipe. Test: Test and/ot sterilize as required by Tigard Water District and Uniform Plumbing Code. 02720 ST` RMI SEWERAGE Note: Storm drainage design is based on a conveyance factor for ?VC pipe. If it is proposed to use material with a conveyance factor other than for this material, the Contractor shall be reG.)onsible for recalculating the pipe sizes. c Polyvinyl Chloride Pine (PVC): ASTM D-3034 Class 3. I .L F:\.SPECS\MASTER.SP8\92077\GEN.rtf f :t'. ..L"n'..» .w..tE'aMZi+...ah._};.'i.JH.ii4tSA'RL`1�6i61➢�f:1i:.�IR'. i rJ! iq R i Catch Basins: 24" Fs high, trap-type catch basin; rounded catch basins w square - 0" minimum 9 , minimum 10 gauge: square catch basins 1/4" thick; coat with asphalt emulsion. Provide grate to withstand 12,000 Ib. wheel load. Tracer: No. 18 green insulated wire buried with all nonmetallic pipe. Cleanouts: Install plumbing cleanouts in the drainage system where noted on Drawings. e I Jot all cleanouts may be shown. Install additional cleanouts where specifically required by the Governing Plumbing Code. Cleanouts (Exterior Paved Areas): Josam #5886) heavy-duty cast iron access box with secured scoriated cover, anchoring flanges, and cast iron cleanout with serrated cut-off sections and threaded bronze plug. Provide a minimum 18" x 6' concrete pad at grade. 02730 SANITARY SEWERAGE Sewer lines within five feel and at interior of building shall be cast iron. Polyvinyl Chloride Pipe (PVC): ASTM D-3034 for 4"-13" Cast-Iron Pipe: CISPI 301 hubless, service weight with cast iron fittings and joints using neoprene gaskets and stainless steel clamps. Cleanouts: Install plumbing cleanouts in the drainage system where noted on Drawings. Not all cleanouts may be shown. Install additional cleanouts where specifically required by the Governing Plumbing Code. Cleanouts (Exterior Paved Areas): Josam #58860 heavy-duty cast iron access box with secured scoriated cover, anchoring flanges, and cast iron cleanout with serrated cut-off sections and threaded bronze plug. Provide a minimum 18" x 6" concrete pad at grade. Quality Assurance: All interior sanitary sewer lines are required to have T.V. scope test. The test is to be performed after piping has been installed, trenching backfilled and compacted, and prior to concrete Flab installation. Written acu aptance of test by Owner's Representative is required prior to concrete slab installation. All nonconforming work to be replaced at no cost to the Owner and retested as required. 03100 CONCRETE FORMWORK Design: Formwork design is the responsibility of the Contractor. Structural Requirements: ACI 318, Chaptar 6. Construction ACI 301 and ACI 347. -9- F:\SPECS\MASTER.SP9\92077\GEN.nts r� 1 f1 I;Y i •..f iso i 03200 CONCRETE REINFORCEMENT ' References: ACI 318 "Building Cade Requirements for Reinforced Concrete Fabrication: Fabricate reinforcing bars to conform to required shapes and dimensions, with • fabrication tolerances complying with "CRSI Manual of Standard Practice." !^ .ase of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material. Standards. ACI 318 Reinforcing Bars: ASTM A-615 and Supplement #1, deformed, intermediate grade steel. Grade 60 unless specifically noted as Grade 40. Chairs: V chairs and bolsters to be plastic or plastic tipped. Submit shop drawings for A/E review. 03300 CAST-IN-PLACE CONCRETE Concrete Strengths: Footings and Foundations: f Ic = 2500 psi at 28 days. Floor Slabs: f Ic = 3000 psi at 28 days. ® Walls: f Ic = 3000 psi at 28 days. Maximum Slump: 4" -• Cement: ASTM C-150, Type I or II Water: Potable Aggregate: ASTM C-33, use of fly ash prohibited Admixtures: (when usen, Air Entrainment: ASTM C-260 Water Reducing Agent: ASTM C-494, Type A Use of calcium chloride prohibited. Suomittal: Submit mix design for A/E and Owner's representative's review. i 03411 PRECAST CONCRETE WALL PANELS j Concrete: Comply with Section 03300 r ' Strength: fc = 3000 psi = 28 days. Slump: maximum 4". F:\SPECS\MASTER-SP13\92aMGEN.nts 5 1 r �n Concrete for walls must reach 60% of required strength at 7-day test or be subject to immediate rejection. Reinforcement: Placement: Comply with Section 03200. Place main reinforcing mat in center of wall panel. Concrete Cover: (Unless otherwise noted on plans.) For bars indicated on exterior face of panel: 1-1/2" For bars indicated on interior face of panel: 3/4" Typical Panel Reinforcement: #4 @ 12" O.C. each wav (2) #5 bars @ ali panel edges (2) #5 bars @ edges of all openings. Extend 2 ,-0" beyond edge of openings, -- unless noted otherwise. w. Lifting and Erection: Contractor is responsible for extra reinforcement necessary for erection ' of pansls. x Protection: Provide asphalt coating on all embeds not exposed to view. r 04210 BRICK MASONRY All work to comply with pertinent Sections of BIA Technical Notes Standard Specifications: a. Portland Cement - Lime mortar for Brick Masonry BIA designation M1-72. b. Flashing Clay Masonry - BIA Technical Note 7A. c. Moisture Control in Brick and Tile Walls - BIA Technical Note 7B. d. Brick Veneer New Frame Construction - BIA Technical Note 28. BUILDING BRICK - Brick: In accordance with ASTM C-62 Grade SW. Brick to have dimensicns G,f 2-1/2 x 3-1/2 x 7-1/2. Calor and tooling to be approved by Owner. MORTAR - Materials: Portland Cement ASTM C-150 Type I or II; Hydrated lime ASTM C- 270; Aggregate ASTM C-144. Type S as proportioned in Uniform Building Code Table 24-A. Calor and tooling to be approved by Owner. { GROUT: Portland Cement ASTM C-150 Type I or II; Hydrated lime ASTM C- ' 270; 2500 psi compression strength in 28 days; Aggregate ASTM C-404 Fine; Mix in accordance with BIA M-1 72. -11- F:\SPECS\MASTER SP8\920MOEN.Ms i Ll 4 1. . .... - BRICK TIES: 22-gauge galvanized (adjustable at Contractor's option) brick ties at 16" o.c. each way. Fasten to concrete panels with (1) Hilti NK 0.145" dia. x 1 IV min. penetration powder-driven anchors. • General: Lay out walls in advance for accurate spacing of surface bond patterns with unfform joint widths and to properly focata openings, movement-type joints, returns and offsets. Avoid the use of less-than-half-size units at corners, jambs, and wherever possible r at other locations. Control and Expansion Joints: Provide vertical expansion, control and isolation joints in masonry where approved by Owner's representative. Rake out mortar in preparation for application of caulking and sealants. Flashing at Sil: Angle: "Copperseal" spec #202 fu!!y embedded in "Cop-R-rite" mastic:. Install in strict accordance with manufacturer's recommendations. Surface Cleaning: Clean and remove efflorescence frc,,r brick surraces with "Shur-Clean, Vanatrol" applied in accordance with manufacturer's recommendations. 05120 STRUCTURAL STEEL General: Detail, fabricate, and erect complying with the "Standard Specifications for the Design Fabrication and Erection of Structural Steel for Buildings" of the American Institute of Steel Construction (AISC). Steel Plates, Shapes, and Bar Stock: ASTM A-36 Round Pipe: ASTM A 53, Type I or S Square or Rectangular tubing: ASTM A 500, Grade B 46 ksi Bolt:,: ASTM A 325 Shop Coat: Rodda Barrier III Rust !nhibiti,,e Primer 3370 Red Oxide 06100 ROUGH CARPENTRY Grade/Trademark: All lumber to be graded,"Trademarked in accordance with one of the following agencies:West Coast Lumber Inspection Bureau (WCLIB) "Standard Grading Rules _ for West Coast Lumber"; Western Wood Products Association "PA) "Grading Rules for Western Lumber." Lumber: Comply with Product Standard (P.S.) 20 F:SPECS\MASTER.SM 2077\r3EN.rt* v 1 , a A w Species and Grades: Plates, blocking, bridging and ledgers: DF#2 Beams and purlins: See glu-lam beams Subpurlins: DF#2 Studs: Const. or BTU i; Moisture Content: r All Other Lumber: "S Dry," maxim.! rn moisture content 19%. �: r rY �f a Framing Connectors and Supports: "Simpson Strong Tie" or approved. Powder Driven Anchors: Omark 1/4" diameter shank H95, p art #4709F. r r Nailing: Nailing Schedule: In accordance with Table 25-0, Uniform Building Code, latest edition. Nails: Use common o, galvanized box nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; pre-drill as required. t Framing Members: Provide framing ,nembers of sizes and on spacings shown, and frar►re openings as shown, or if not shown, comply with recommendations of "Manual for House Framing" of National Forest Products Association. Do not splice structural members between supports. Blocking: f ' Concealed Spaces: Install all blocking required to .support all items of finish and to cut off all concealed draft openings, both vertical and horizontal between coiling and floor areas. Supports- Install solid blocking between joists at all points of support and wherever sheathing or flooring is discontinuous and A ends of joist spans. Horizontal Blocking: Provide continuous horizontal blocking row at mid-height of single story partitions over S 1 high and at midpoint of multi-story partitions, using 2" (nominal) thick members of same width as wall or partitions. ' Fire Blocking: In all stud walls at ceiling and floor levels. ' -13- F:\SPECS\M1A.4TER.SPB\92077\,GEN.nts •NYiiM.'4� - - ena,narnsarr'irit �7.1 i 1 lA In all stud walls, including furred spaces, so that the maximum dimension of each • ® concealed space is not more than ten feet. I� All other locations where openings could afford passage for rodents or flames. � When of wood, 2" (nominal) in thickness by the full width of the opening being t blocked. Stud Framing: Unless otherwise shown, use 2 x 4 wood studs spaced 16" on center with 4" face perpendicular to direction of wall or partition. Provide single bottom plate and double-top plates 7' thick by width of studs; except single top plate may be used for non-load-bearing partitions. Nail or anchor plateG to supporting c,.)nstruction. Corners and Intersections: Construct corners and intersections with not less than 3 studs, Openings: Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. 6i i Non-Bearing `,3rtitions: Provide double-jamb studs and headers not less than 4" deep for openings 31 and less in width, and not less than 6" deep for wider openings. !oad-Bearing Partitions: Provide double-jamb studs for openings 6 , and less in width, and triple-jamb studs for wider openings. Provide headers of depth shown, or if riot shown, provide aS recommended by N.F.°.A. "Manual for House Framing." Ceiling Joist Framing: Provide member size and spacing indicated. 06115 SHEATHING Standards: PS-1 (ANSI A 199.1) American Plywood Association (APA) Grede/Trademark: Grade/trademark all pieces. Materials: Ga Floor Sheathing: 19/32" APA-rated sheathing 42,/20 Exposure I. Roof Sheathing: 19/32" APA-rated sheathing 42/20 Exposure I. Blocking: In accordance with Section 06100. Also where drawings indicate shear walls or diaphragms, block edges of all plywood panels. -14- F:\SPECS\MASTER.SPB\92077\GEN.nSs � li`dg €' rets l 06180 GLUE LAMINATED CONSTRUCTION Fabricator: Glue Laminated beam fabricator approved and licensed by American Institute of Timber constructic ri (AITC). Certification: Prior t:, delivery of glue laminated beams to job site, deliver to the A/E "AITC Certificate of Performance" covering the products furnished. Manufacture: Comply with ANSI/AITC Al90.1. Beams: 24F - V4 simple spans 24F - V8 cantilever spans Camber: See Framing Plans Purlins: 20F - V4 Exterior Glue Industrial Ap►iaarance Grade Top tension laminations on cantilevered beams Submit shop drawings for A/E review Erection: AITC 111. 06300 WOOD TREATMENT Treatment: Pressure treat all wood in contact with masonry and concrete, and a!I wood used in roof membrane operations. 1 Standards: Pressure treat wood in accordance with American Wood Preservers Association (AWPA) Labeling: Label each piece of wood with American Wood Preservers Bureau (AWPB) quality mark fcr Use intended. 07210 BUILDING INSULATION Walls: R-19 foil raced fiberglass batt, ASTM C-665, Type III, Class B, except in exposed areas use Class A Roof: R-11 foil faced fiberglass batt. ASTM C-665, Typo III, Class B, except in exposed 9 location use Class A. Install vapor barrier to warm side of structure. Vapor barrier permeance: 1 or less. -i5- F:\SPE,S\MASTER.SPB\92(177\GEN.nts I wwwswesrs�... 1 i I� � 1 7'........ . ......... L 07510 BUILT-UP BITUMINOUS ROOFING r Standards: Comply with pertinent sections of the National Roofing Contractors Association (NBCA) "Roo-Ing and Waterproofing Manual." Installation: Including details for roof edge conditions, flashings, roof penetrations, etc. in accordance with Primary Roofing Manufacturer's requirements and the NRCA Roofing and Waterproofing Manual. ,, s Submittal: Submit manufacturer's details and installation specifications prior,to start of work. Rating: Provide minimum U.L. Class B Roof Membrane: To consist of bass sheat, two felt plies, and mineral cap sheet Certification: Submit certification of 11.L. system and approved attachment. Coordinate requirements with Owner's representative. 076:10 SHEET METAL FLASHING AND TRIM G ii neral: Provide flashing sheet metal fasteners and accessories required to prevent water penetration through exterior building wall and r,.of systems. Installation: Comply with recommendations of the following: Sheet Metal and Air Conditioning Contractors National Association (SMACNA), Architectural Sheet Metal Manual, Current Edition. National Roofing Contractors Association (NBCA) "The NRCA Roofing and Waterproofing Manual, Current Edition." Prefinished Sheet Metal: ASTM A-446, Grade A 33,000 psi minimum 20-gauge coil-ccated steel sheet at wall caps. Galvanized Sheet Mehl: ASTM A-526 minimum 24-gauge. 07900 SEALANTS AND CAULKIN(= Seal of caulk joints between dissimilar materials for watertight seal. Provide watertight ca: ed joints at all building exterior locations where possible water penetration through joint may occur. Polysulfide Sealant: Sonolastic two art as manufactured b Sonneborn ('ont p y ech, Thorospan S as manufactured by W.R. Grace and Co., or Fpproved substitution. Material of two-part type shall be in gun grade consistency and in standard colors as selected from ..he manufacturer's pa ette. F:\SPECS\MASTr-R.SPB\9M77\GEN.nts L I Foam-Type Premolded Filler Gasket in cord, strip or other section as shown: Similar to Dow Chemical Ethafoam, in natural color closed cell polyethylene foam; provide in sizes as required for secure gasket position in indicated joints. P 08110 STEEL. DOORS AND FRAMES Fabrication: Fabricate steel doors and frames to "Steel Door Institute" (SDI) recommendations. Rating: Provide U.L. rated doors and assemblies where indicated. Doors: (Interior Elect/Sp0nkler Room): SDI Grade !!1 Extra Meavy Duty, Model 1 or Model 2, j 1-3/4" full flush, fabricated from two sheets galvanized 18-gauge steel with no visible seams on either face. Reinforce, stiffen, insulate with foamed polyurethane core or rigid i polystyrene core bonded to face sheets, sound deadened. euin derize and finish as standard one-coat baked-on prime coat. Frames: Door Frames: Fully welded fabricated of 16-gauge cold rolled steel for interior frames and 14-gauge for exterior frames. Framns to be thoroughly degreased and cleaned of all imperfections before ;painting. All frames to receive factory coat of rust inhibitive primer baked on. Coat back of all frames with asphalt coating when in contact with dissimilar materials. Provide the typical hardware at hollow-rnetal doors: 1 i'2 pair butt hinges with NRP optiun 1 closer 1 exit lockset ar.,, lock guard 1 threshold (Pemko offset, raised) weatherstripping F ' Drip guard j i 08360 OVERHEAD DOORS Provide steel sectional upward acting hi-lift cverhead door of sizes indicated. Doors shall b?manually operated on helically wound torsion type spring, minimum 24-gauge slats, manufacturer's standard 2" t;ack. Accepted Manufacturers: Crawforc+, Overhead Door Corporation, Kinnear. Submit shop drawings for .A/E's and Owner's representative's review. I I' + -17- i' F:\RPECS\MASTER.SP'3\92ff,7\GEN.nta •a.yaw++RnfAgeeMwr+r.-.....-vwv.,c^MEMMMIIa'iMi.R:'.'11�11A1U1'vNH6lYM7RlLL a'ROMA a4tYR.I+Paw�.n•••••... aY �1r�.11ygp�,f i4 r` t ml` 08410 ENTRANCES AND STOREFRONT Framing System: Framir.g members: ASTM B-2.21, extruded aluminum alloy. Alloy and temper designation 6063 T-5 or 6063 T-52. Performance: Air infiltration: ASTM E 283; .06 cfiTi Water infiltration: ASTM E 331; no water penetration at test pressure of 8 psf �J Deflection: Limit deflection to 1/175 under combined total load or 20 psf Finish: Painted aluminum, fluoropolymer organic coating with minimum 70% Kynatr 500 resin by Pennwart Corp., AAMA 605.2, color as selected by Owner's representative. Acceptable Coatings: PolyCeram 450 by Whitaker Coatings Manufacturer (Framing System Components): U.S. Aluminum 2 x 4 offset glass Manufacturer (Doors): Provide manufacturer's standard narrow stile door with the following features: U.S. Aluminum as specified. k Hinges: 2 pair butt hinges Closers: Su-,face closer for narrow style with adj. opening and pressure weatherstripping Push/Pull Hardware: 3/4" x 10" wire pull. Threshold: U.S. Aluminum Std. Weatherstripping: Pile weatherstrip HAMA 701.2 Deadbolt: Adams Rite MS-1850A Sign: 1" high letters Cylinder: Schlage "C" Keyway Glazing: Provide tempered insulated glass ASTM C-1048 solar grey or solar bronze complying with ANSI Z97.1 or CPSC 16 CFR 1201, verify final 4election with Owner's representative. Mail Slot: U.S. Aluminum Std. Submittal: submit shop drawings and hardware for A/E's and Owner's representative's review. I 08710 FINISH HARDWARE Closer Options: PT-4C Specifies a closing force adjustable up tO 50° over the minimum for that closer. } PT-413 Specifies adjustable hydraulic backcheck effective between 600 and 85° of I swing. -1 f3- F:\SPECS\AIASTER.SPB\92077\GEN.nts y� ?T-4F Species delayed action closer for 20-second minimum between 90 Q and 70°. PT-4H Specifies closing force stall be adjustable through a range of door sizes. +k a General: Provide all hardware for complete door operation. Submittal: Submit complete hardware Schedule for FSE review. � i Butt Hinges: ANSI A156 1 Exterior doors and doors with closers: A1112 Provide non-removable pin at ex'erior doors. Button 'lops. rLocksets/1_atchsets: Exterior doors. ANSI 156.2 Series 4000: Grade 1 Style: Schlage Orbit or approved (upgradeable to handicapped-approved lever hardware by exchange of operator handle); provide Owner with additional alternate price in accordance with "D" series, handicapped ?pproved lever hardware. Knob: Lock function: ANSI F-81 or F-82 for exit doors requiring no special knowledge or effort to operate door. Closers: ANSI A156.4, Grade 1, Series CC 020(10 Standard rover, with options PT-4C and � PTAD. Provide manufacturer's recommended sizbs, except for parallel arm closers one size larger than manufacturer's recommendation, Locate closers en out-swinging doors on room side. For handicap accessibility, provide closers with options PT-4F and PT-4H. Finish 626 (Satin Chrome) or 610. Verify with Owner's representative. -•- Appiication: locate hardware in accordance with DHI-04 and DHI-05. When approved, slight variations in locations or dimensions will be permitted. Application in accordance with DHI-02. Attach door control devices for exterior doors such as closers ano holders to door with through bolts such as sex bolts and nuts. Hardware for Labeled Fire Doors: Install hardware for labeled fire doors complying with I . NFPA 80. Door Stops: Provide wall or floor stops where required to prevent damage to door hardware or wall surfaces. Ives or approved substitution. 08810 GLAZING Plate or Plate Glass: ASTM C-1036. -19- F:\SPECS\MASTER SPB\9207r;ERnts {{ F. f r j! Tempered Glass: ASTM C-1048. Strengthened to approximately 4 times its manufactured strength. Meeting standvrds of CPSC 16 CFR 1201 Cl and CII and ANSI Z 97.1. Insulating Glass: ASTM E-773 and ASTM E-774 Standard Specification for Sealed Insulated Glass. Certified to Leval CBA by Insulating Glass Certification Council (IGCC). Typical 1" insulation required. • Color: Solar Grey or Solar Bronze. Verify with Owner's representative. Installation: Install glass in accordance with glazing guidelines set forth in Flat Glass Marketing Association (FEMA) Glazing Manual and SIGMA. Install glass in rated assemblies complying with NFPA 80. 09260 GYPSUM BOARD Gypsum Board: ASTM C-36 Water Resistant Gypsum Board: ASTM C-630 Accessories: ASTM C-1047 Fasteners: Screws: ASTM C-1002 Nails: ASTM C-514 Panel Thickness: Provide 5/8" thick panels typical, unless noted otherwise. Provide 5/8" Type X panels for rated construction. Provide 5/8" water resistant a xianor soffits. i Application: ASTM C-840 "Standard Specification for Application and Finish!na if Gypsum � Wallboard's t 09roo PAINT All work shall be in accordance with pertinent recommendations of the painting specification f rianual for the Pacific Northwest as published by the Painting and Decorating Contractors of Amer",: . Provide three (3) samples of each paint type and color on an P'/1' x 11" cardboard surface for review by A/E and Owner's representative. Manufacturers acceptable for paint: Sherwin-Williams, Miller, Rodda. i I ri. F:\SPECS\MASTER.SPB\920MGEN.n" -20- 4: s s AprAy P I all aims in strict accordance with manufacturer's can label regarding coverage, -, thinning and drying times. Application: One (1) prime filer coat, two (2) finish coats. 15010 MECHANICAL By separate permit. It is the General Contractor's responsibility to ensure that all electrical connections or mechanical systems are provided by electrical subcontractor. Codec: Make installation of all itemp in complete accordance with all codes or regulations ss(forth by state and local authorities. In case drawings or specifications confli:.►with code requirements, the code governs. However, the specifications are to be Considered as r,riinimum. HVAC contractor shall submit drawings showing unit heater locations, roof mounted units, duc: work, thermostat locations, etc., plus fixture manufacturers and catalog r.• -1bers and cuts. ;;�cbmittals shall be approved by A/E and Owner's representative prior to start of work. Guarantee replacement, at no cost to Owner, of all faulty materials and workmanship and pay for any damage to oihF)r work resulting therefrom. Period of guarantee to extend one year from date of acceptance of installation by Owner. Owner, or the Owner's representative 1 will give notice of observed defects with reasonable promptness. Make one complete set of "as installed" drawings and return to the A/E and Owner's }` representative. Keep "record" drawings clean, undamaged and up to date as work progresses. Accurately indicate depth of all buried piping and location of cleanouts. Locate all buried or concealed piping by actual dimensions from walls, centerlines, etc. If "record" drawi-iys are not correct, mechanical subcontractor is responsihlFl for costs of facture "prospacting" for lines not installed as shown. ' Th- location of all utilities indicated on the planE is taken from the _,xisting public records. The exact location and elevation of all public utilities must be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plan may be present. E Call to the attenticn of the rVF and Owner's representative any error, conflict or discrepancy in plans and/or specifications. Do not proceed with any quebtionable ,tems or work until clarification of same has beery maoo. SuFr',rnentary details and pians may be supplied as required and they will become a part of the k:ontract documents. i Gas-fired space heat warehouse t 4 ° i � 5'° p o 5 mrnimun., maximum. , -21- F:\SPECS\MASTER.SP13\920TT\GEN.nts i - k }, I ' f if 15400 PLUMBING ' All plumbing shall be done under permit obtained separately from this permit. All storm and sanitary sewer connections and work shall conform to all applicable codes with • appropriate inspections. All potable water shall be adequately protected from sc irces of contamination. v Utility Connections: Plumbing subcontractor is responsible for all plumbing utility connections complete; contact local serving utilities to determine conditions involved and make or arrange to have connections made at the proper time. Cf Water Service: Verify existing water line size and location. Check water pressure before starting v lork. Waste: Connect to or arrange for connection to available sewer Verify depth, size and location before starting work. Rain drain: Discharge to available drainage as indicated on drawings. Verify depth,size and location before starting work y 15500 FIRE PROTECTION Provide 100% fire sprinklering in accordance with NF PA pamphlet #13 (latest edition). By separate permit from Fire Marshal having jurisdiction. Sprinkler Pleads not to occur at grid lines. Align head symmetrical about grid lines to accommodate suture tenant separation walls at grid lines. ' 100% sr,inklerin9 to be maintained. rContractor qualifications: Contactor for to',,-; fire protection installation shall be regularly engaged in the installation of automatic fire sprinkler systems, and employ workmen experience and skilled in this 1.rade. Governing Agency: All work in accordance with, and to be accepted by, the Insurance Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agency, and designed to comply with the latest issue of NFPA pamphlet 13. " Verify density and head t,lpes requirements with Owner's representative. p -22- F-\SPECS\MASTER.SPB\92OT r\GEN,n" s 1 ' _ I r,. i ; I s, f II � I I �I 69 I1 � 16010 ELECTRICAL panel, lour?cal contractor shall submit drawings showing electrical wiring diagram, service E approval prior to start of work. lighting layout, and catalog cuts of all fixtures for A/E responsibility to ensure that all connections and conductors It is the General Contractor's P i I it for mechanical systems are provided by electrical subcontractor. Work Included: The work to be performed includes furnishing and design, all labor, materials, equipment and services jecessary to construct and install the comp tete electrical I system as indicated. I' tion of all items in complete accordance with all codes c�r rAqulations Codes: Make installs I, - I authorities. !n case drawings or specifications conflict with cods set forth by State and loco governs. However, the specifications are to be cons.dered as ` the code g this work a � requirements, !i axes applicable to r al I permits, .rcenses and t � .- a for p d minimum. Obtain and p y r of all faulty materials an Owner, replace age at no cost to O - required by law. Guarantee rep therefrom. Period of workmanship and pay for any damage to other work resulting year from date of acceptance of installation by Owner. Owner, or t one n to extent Ypromptness. guarantee reasonable gua efects with reas Owner's rep res©ntative will give notice of observed d Mercury lamp replacement from burn out to be 9p days after final acceptance.1aol Mnths after ry teed a t up to twelve ,r be uaran against noise and defects with replacemen 9 9 • nce. final acceptance. 16740 TELEPHONE Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. r -23- F.\SPECS\MASTER.SPB\920MGEN.ntn f ji , 6 i r i n• 1 1