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13090 SW PACIFIC HIGHWAY-4 ADDRESS: /369� aW Pac:ri6 i:\records\microflm\targFts\building.doc r CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Bt siness Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Coiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-In Gyp. Bd. -Bld,- San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date. — S 2 _ A.M. M. Entry:— Addre ss: -- Tenant: _ t MST: - BUP: ----- Con/Own:�� MEC: PL.M. ELC: THE FOLLOWING FOLLOWING CORPEuTIONS ARE REQUIRED: ELR: Inspect r: � Date �Y _AAPPR VED DISAPPROVED/CALL rOH REINSP. �� CO 71-v --- i-- -� - — ELECTRICAL PERMIT V 541 CITY CF TIGARD DATE f ISSUED:x08/116/96 COMMUNITY DEVELOPMENT DEPARTMENT � 13125 SW Hall Blvd. Tigard.Oregon 97223.8199 (503)639-4171 PARCEL: i-'S 102CB-02 500 SITE td)DHL,,; . . . : 140)0 aW Pi-4C I F 1 L HWY SUBDIVISION. . . . : FREWINGS ORCHARD TRACTS ZONING:C-G BLOCK. . . . . . . . . . . LOI.. . . . . . . . . . . . . :7 Project Description: Adding trlree branch ci.rcl.tits. ---RESIDENTIAL UNIT---- ----TEMP ERVC/FEEDERS----- -----•-MISCELLANEOUS-------- 1000 SF OR LEc;5. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 E='CH ADD' L `OOSF. . . : 0 201 - 400 amp. . . . . . . : 4.1 SIGN/OUT LINE LTG. . : 0 L7MJ TED ENERGY. . . . . . 0 401 - i�k)O amp. . . . . . . . 0 SIGNAL/I-'ANGL-. . . . . . . . It) MANE. HM/ SVC/FDR. . : 0 601+a1mps--1170@ volts. : 0 MINOR LABEL ( 10) . . . : 0 - - -SERVICE/rEEDFR--___ --_.__..._L1PANCH CIRCUITS-._-•-- ------ADD' L I1\1SPECTIONS-•-- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 F,ER INSPECTION. . . . . : 0 201 400 amp. . . . . . : 0 1st W/0 SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . : 111 401 - 600 amp. . . . . . . 0 EA ADL' L BRNCH CIRC: 2 1N PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . . I. 0 ---____________._--PL.AN 13EVIEW ;SECTION------------------- 1000; amp/volt. . . . . : 0 `=4 RES UNITS. . . . . . . . : ) 600 VOLT NOMI'JAL. . : Reconnect only. . . . . : 0 SVC/FDR i = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ----- - - ---- ----_ _.____.___-__--- ----- .-..-.-_-____--- FEES KENNY ROGERS ROASTERS CORPORATION type amol_tnt by date recpt 895 W. CYPRESS CIRCLE. ROAD PRMT 45. 00 CJS 08/16/96 96-2629L6 5PC;T 4 c. ci5 1 JS 08/16/96 96--2f3r-"1: ;. FORT LAUDERDALE FI_ 33309 Phone #t: 305-489-7:348 Contractor: ALL L I TY ELECTRIC 47. ,--15 TOTAL 542x' PORTLAND RD NC #123 ------ - REQUIRED INSPECTIONS SALEM OR 97305 Wall Coven Eler_t' 1 Final Phone #. 503-2L:3-0592 E:lect' I Service Reg #. , : 087014 This permit is issued subject to the regulations contained in thev� Tigard Municipal Code, State of Ore, Specialty Codes and all other Permittee Signature applicable laws. All worth will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for toren,_ than 189 days. Iss1-ted By _.._..__--.--__.OWNER INSTAI_.I__ATION [he installation is being made on pt-oper-ty I own which is not intended for Sale, lease, or' rent OWNER' S S I GNATURE: ._._..._....._ _._..__. .._.__ DATE INSTALLATION SIGNATURE OF SUF'R. E:LEC' N: DATE: LICENSE NOe _......_.............___ �_._.__.__._._.._._._.__ Call for- inspection -- 639--4175 Community Development ELECTRICAL PERMIT APPLICATION 13125 SN/ Hall Blvd. Tigard, OR 97223 . Planck/Rec. # Permit # _ Phone (503) 639-4171 Date Issued CITY OF TIGARD FAX (503) 684-7297 Issued by TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development 0, Number of Inspections per permit allowed -- Address ' G ^' / i' Service it-luded Items Cost(il Sum City/State/Zip r L _�` 4s. Residential- par unit . 4 000 V, it or lees $11100 Fadi eddaronel 500 eq h or -- -~ _ Name (c.. name of business) _ , /� nonron thereof __ $25 01: _ Commercial�' Residential❑ I,mderf Energy $25 VO f ern Manut d Moine or Modular Dwelling Servos or Feeder sm 00 7a. Contractor Installation only: 4b.Servi-cma c-Feeders ' r it;tallaln n alteration,or relocation 2 Electrical C:orttractnr i7,�/ `L�– _ 200 amps or leas __ $80 00 Address_1fA� , v 201 amps tps o 400 amps $8000 — 401 AMPS to 800 am $12000 ]�y $18000 City �7 St e Zip 601 amps to 1000 amPa _ _ $,80 00 Phone No. .�f— L,c CN•r t000 amps or vona — – $,140 00 _ 1 Contractor's t-icense No._. J.-S- Reconnect only -- $5000 -- Contractor's Board Reljy/. 4c.Temporary Services or Feeders �(�1Xn h1AlAllAhor aneraoon or relocation Signature of Supr. Elec n 200 Amps Or lase00 amps _ $50 00 License No. k7 S Phone No. ,� y� /9 ; 401 amps 7500 amps to 40 amps $s 80 $1(10 00 `�— Over 000 amps to low.0118 --- –�- 2b. For owner installations: b•above Prin' Owner's Namedd Branch Circuits __. New,alteration a extension per panel Address a)The tee for brarrh circuits with CityState — Zip _ purchase or eervke or feeder fee. 2 Each branch circuit $5 00 Phone No. b)The too for branch circuits wtthour The installation is being made on property 1 own which is purcheee or servke or feeder W. S, not intended for sale, lease or rent. l=ust brunch circirrl S355 00 L ad,additional brand.crrn,A _ Eli 00 ,moi 'may Owner's Signature—.--- _ _ _, 4e. M"Iscellaneous (Service or feeder not included) 2 .7. Plan Review section (if required): Esch pump or Irrigation cords $4000 `^ _ Eads sign or oultins I1gMing $4000 Signet circus)or a I-rited energy 2 Please check appropriate item and enter lee in section 58. panel,alteration orextenson _ $4000 4 or more re.;ideri ial units in one stnlclurH Mawr t-abuts(10) $10000 _— Sery ce and feeder 225 amps or more System over 600 volts nominal 4f. Each addlional inspection over Classified area or structure containing special occupancy the allowable in any of the above -- as described in N E.C. Chapter 5 Per inspection $3500 I Per hour $5500 ----_---- Submit 2 sale of plans with application where any of the above In Plant $55 00 ---- t apply. Not required for temporary constructioh services. 5. Fees: NOTICE 5a. Enter total lel above fees $ -- 5%Surcharge(05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED Its NOT COMMENCED WITHIN 180 DAYS,OR IF 5b.Enter 25%of line A for CObSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FCII Plan Review if required(Sec 3) $ A FEHIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENI:EU. ❑ Trust Account# $ Balance Due $ ---- �� erdcandrlWtgm{tp r' .1 f � � I I1•Vi li il) I p NAME. 1�N,I_ I I 1 i I I I 10:I � tt•VI u'I•! ! 2 i�)I' •Sit'.� ri 1 I�11 i I 1 1.• � Ir - � Ii; I I � � :-�,.hH{l•_ , � 1 _ ' tl.{ 'a' ' : I '. i f � f t; 11.•. a §'�A.� ! i �7(•11I1 .111)','i t', 1JiS pry„r ' f�[.){lf'll�tiF- 1._li ! 't 3'.I11 I.'I I�.i11 I!!(�f i i r� f �� ' II : • E.�..[:..1.�:fd11 .NI ('1- %�I�(I I ',' •. :' � •. h . r�llhl F� I r• KN NNY WAR"R14 Ftc)Et!:; 1-1 Noll I F OR I)CUk NO I'1 ON HND ADD I 1 .I I Ith it (:..I h'1 (I 1 'f CITY OF TIGARD BUiLDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-41.75 Business Phone: 639-4171 Inspection:_ Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg, Top Out Elec. Rough-in FINAL Post/Beam Mach. San. Sewer Gas Line efiFdg`� / PILg. Undarfloor Rain Drain Framing -Plumb. Alarm Water Line Insulator, -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ Z/ZSA(4 Time: PM /_ _.,4z ^� Address: I )U q L U S N3 q1 -- Builder: Builder: Permit #: _ THE FOLLOWING CORRECTIONS ARE REOUIRED i Inspector: Date: Z CLD APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE r 1� _Call For Reinsp. LLRTIF1o4TE OF CITY OF TIGAKIJ OCCUPANCY PERMIT #. . . . . . . . SUP95--0137 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 02/23/96 13126 SW Hall Blvd Tigard.Oregr t 97223.8199 (503)639-4171 PARCEL: ESI0E'CB-02500 I TE ADDRESS. . . : 13090 SW PACIFIC H14Y UBD I V I SI ON. . . . o FREW111GS ORCHARD TRACTS 70NING1:C--G LOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . 0 i-AS-S OF WORK. :NEW YPE OF USE. . . :COM ,t."CUPANCY GRP. :5N ,l:,'CLJPANCY LOAD: 86 ENANT NAME. . . tKENNY RC13ERS BOAS TER �,mAv+% x Sk.-i I d a drive through restaurant. 11-m e r: --- - -- ------ -- -- F-NNY ROGERS ROASTERF CORPORATION �99 W. CYPRESS CIRCL.r ROAD ORT LAUDE'RDALF FL. 33309 hone #a 305 489 -7348 ,WNLP hore 0- ,pq #. .-% 000000 ,,:cupanc)- of the 8bove referenced building is hereby givolin, And cortii Lez he compkiianr7e with the State Of Oregon Spocialty Codes for the gr(II-11p, cck.tpancv, is, od 1.1 referenc-ci permit was Ass'.p 'OTLEPING INSPECTOR PUTLDING OVVICI PO"-,T TN LONSP I CUOlffl PIACr �I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 i 1 Inspection: . Footing Susp. Ceil'/g Spr4. ROU;h-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL- Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. , Date Requested: 2J " C ( `L(� Time: AM PM Address: Builder: Permit p: THE FOLLOWING CORRECTIONS ARE REOUIRFD: -2 -� `,� ��_ C�� Ccs C� Q, , r � I i Inspector:, /' � Date:21419,1, APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE, _Call For Reinsp. t From: "jill aldrich" <FINANCE/JILL> To: TOm, RICK, MIKES Date sent: Fri, 16 Feb 1996 17:01:41 +0000 Subject: Kenny Rogers RICK --thanks for the update on the signage attached to BUP95-0137-- I gave this info to Jennifer Frietas in the Vancouv.?r hone office and she said it's there, and that it will be installed this weekend and they will call for an inspection of that so you can see it ai:d CASE FINAL this BUP. MIKES and TOM-- SIT95-0019 is issued and has NO inspections on it. Please put the inspections as appropriate on this case based on what either of you have irispecte,,. They are wanting the FINAL C of O---they have a Temporary C of O issued 1 V21/95. Froin: "jill aldrich" <FINANCEIJILL> To: MikeR, Rick, MarkR Date sent: Fri, 16 Feb 1996 11:28:44 +0000 Subject: Kenny Rogers Kenny Rogers is asking for the permanent C of O: 1 find the following issues unresolved. Mark: SDR94-0028 has been completed and signed off in r*P; I went in and updated status to "C" comple e accordingly. I did the same or, VAR94-0016 (no conditions listed ,, but did not update SLR95-0002. I am assuming that if conditions o`r the SDR ar met the accompanying land use cases are completed (aF conditions I these are usually inherent in the SDR) ---- but I didr't know for sure. Can I change the status on these two land 1,se cases to COMPLETED. Let me know. or you can do so yourself. Mike: ELN95-0191 has a FAILED cover inspction with a mem saying the Ceiling Cover failed due to control box needing garmet, ultraplex needs UL. label, conductors on ceiling. I assume they need to comply and call for reinspection. Rick. BUP95-0137: Passed the FINAL with a memo o get the Garrett street signs. I issued a Request for Action form (copy on your desk) to Maintenance to follow for this as needed. (There is no permit process in place for getting street signs) Cruld you update P*P with a CASE FINAL based on the above? Rick or George: SIT95-0109 has had NO INSPECTION ACTIONS????? What gives on that??? VAlhat needs to be done??? Do they need to call for inspections....or were these done and never updated in P*P??? Thanks CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslo b Mech. Hough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Waver Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. Date Requested: 2// z —Time:--AM __PM Address:— 3 ef.) E"S ,\ � Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: CE inspector: Date: / APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection L'n� Rec-U-Phone): 639-4175 Business Phone: 639-4171 Inspection: ��. Footing Susp. Ceilln Sprink. . ough-in Appr/Sdwlk Foundation �Ilbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct �Ilbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. an, Sewer Gas Line -Bldg, P!bg. Underfloor Rain Drain Fram'ng -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. Date Requested: �,� Time: AM PM Address: Builder:— 2 _33 Permit #: THE FOL OWING COR CTIONS ARE*M^QUIRED: ' < (44 1 r / Inspector: /,i �Gt ce C_ RL.,r(r' Date:4k Z APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. / ►�j CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.4171 Inspection:— Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam viech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: )- ,� Time: AM __ PM Address:_ Builder: fY�A (e0 -35,x– S 3C) Permit # THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Datee PROVr'D DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. BUILDING PERMIT r'f. M T T* #. . . . . . . : PUP95-04� CITY OE TIGARD DATES ISSUED: 12/14/95 COMMUNITY DEVELOPMENT DEPARTMENT PARCE:I._: 2'S t =Cf+- 5i�� 13126 3W Hag e11vd.Tigard,Oropon 9722306199 (503)639.4171 S ITE ALDRESS. .. ,W PAC I F I t_. I4WY r SUBDIVISION. . . . : FREWINGS ORCHARD TRACTS ZONING:C-G BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :7 ------------- REISSUE: FLOOR AREAS---- -- -- EXTERIOR 14ALL CONS'TRUCT1ON- CLASS OF WORK. : FIRST. . . . 0 sf N: S: E- W: TYPE OF USE. . . : SECOND. . . e 0 s f PROTECT OPENINGS?------ TYPE PEN I NGS?•----_-...-_... TYPE. OF CONST. :5N . . . . 0 sf N: S: E: W. OCCUPANCY GRP. : TOTAL-------.-.- 0 s f ROOF CONST: FIRE: RET'?: : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 0 HT: 0 f t GARAGE. . . : 0 s f OCCU f[EPI. RATED: BSMT? ; MEZZ?. REUD SETBACKS--•----•---- REG?UIRED-- FLOOR LOAD. . . . : 0 p s f LEFT: 0 ft RGIAT: Vi ft- FIR SPIN_- SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: PEDR1YIS- 0 LATHS: 0 IMP 51ARFACE: 0 PRO CORR: PARKING: Ili VALUE. $ : 1600 Remarks : 50 sq. ft, permanent frees>tandiny sign. Owner- : ---_. -..--__ .. ._ -- ---._..___.-_.---- --_.__._.__..__..-_-..---_- - FEE FS __.._-_.__ KENNY ROGERS POASTERS CORPORA-1ION type Amount by elate recpt 89r` W. CY1='RF_'SS CIRCLE ROAD PRMT $ 26. 50 JSD 12/14/95 1)752739.s.. PLCK $ 17. 23 JA 11/17/95 95-27299C'." FORT LAUDERDAI E FI._. 33309 5PCT $ 1. 33 .JSD 12,/14/95 95-2739:3 Phone #: 305--489-73401 Contractor; STEIN SIGN CO i ;39610 CROWN POINT HWY CORNE I T OR 9/019 ____._._____.___..____.___._.____.____.____-_-_-_.. Phone #: 695•-,3 0 $ 45. 06 TOTAL Req #. . : 643'74 REQUIRED INSPECTIONS -- This oernit is issued subject to the regulations contained in the Foot/FoLrnd Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Strk_rcti_rral obser applicable laws. All work will be Jone in accordance with Mi sc. Inspection approved plans. (his permit will expire if work is not started Final Inspection within 180 days of issdance. or if work is suspended for more than 180 days. _.. ...... ._ _ 4'er,III ittee C3it11tctt"tre :� Issued L4-- Call for inspection - 639-4175 r � 5 Pf5 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. �� 1 tale 5� n Tigard, OR 97223 (.ree,( '. ../> l 1�� I F49 (503) 639-4171 /`i,A,ge 4TqS / l 0C Jobsite Address: 13016 S U) LQ( ,, Et ( Y3uke# Office Use Only Tenant: Planck/Rec # Valuation: L Permit # �Z- Owner: _ CYvt rl4 �� Map & TL # 7c, I - -9 —Z'7 C�C� Add(ess: C rApprovals Regt,ired Planning . ' Phone: _71' Engineering Other Contractor: f ( n i X 13 _ Address: �'`l K I(� 1 (1)LA l,') C C 0v") OCL Type of const v -- _ Occupancy class: Phone: Q) 3 � �( � � ,� ;� G Sprinklered? Yes No Contractor's License # � -� I ° I (r 'attach copy of curre cense) Sq f+. of project: Contact name & phone: Story (,Ist, 2nd, etc.) Proposed use: Arch t/Engineer: Previous use: Addrr, s: Note Plumbing & mechanical plans must be submitted at time of building permit applicat,on. Phone Jn8 DESCRIPTION: rer.57 Applicant Signature & Phone number Received by: `'k��/C Date Received: Permit* Account Description Amount Amt. Pd. Bal. Due (La (� Cx-/ i ` ' /A Bldg. Permit (BUILD) � s� Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) 3 Bldg: _ Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) Water Quantity (WQ(IANT) F,re Life Safety 'FLS) Erosion Cntrl Permit (ERPRMT) _ Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS / 1 .0 4PI ISI I II. 1111 (if- I ITI I 1.11 Id I I I I 1 1 141.1. I if Hlyl(11 IIA I r ).( I. 1) 4-11 A y 11,41 111111U1141 WID141-st, •110 SM-111-1 WiY 1?1- 11{,111 11-11 Mill- OL.YMPIO W) 114 y It I-AA(; 011k1'1 I 111, 4IVI YMF N 1 01111 It 11"I I 11 11 Ir 1. 1 IF 1 1(4Y MI. I I It.,I I I q I I kt1111,I)INLi PF PM I'll" PI I 11. 1) Nl.I V-11 1-04 1;1 O.U`, 41, rin I ROWS'WR Millfflr 0(410 46 Wl Ill I'f-IwIIII vi I I,:! I t II I u'll 11 IIA I If I Oil N I 1'I 1 1 I'M I I I. WWII I . 114141.3P.S. 01A F Pi.11 I of I. PIA, 1, '' 110 f)IIIA, ,#,;'1 4- 4-i 164N (*3!rf. 00 MIN.- i-IMOIANT PAID rrcm Sr1LES OFF 1 ZE PHuE tic. YO 459 M l2 L�ec.Ea i)'_I;. 1:57F M P01 cmi Cl �, "�{, c-�>,1='r. sc;+�r G 'G• � mow/G� tij lVl � �.�.,ik c> r•►s toe �e. 4'• . �?y.4�{.• 15'i'+ .� �1'R.f.Lk aa4 k. 6 � .�. n 11 v " T 8 L DISPIAY%INC. 1114 S.off F1cl.Unn Ma» . Olytfwhl IMA 005M ' r-M Oyl z N �, -------- IAr t„ w = w �� a 0 h � o -i_ L -- - - = -- ---- ul 0. a FF I I I I I ` i I I I I I n r•. 1 I I m i o I - 1 I �.PO /I i i f NATURAL AREA / «en ANO R�IffER . i l/1 r� ICC-07-1913 07:18 FROM MC S"RED INC. TO 15036847297 P.02 MC SQUARED, INIC 1ob:g OLYMf IA,WASHINGTON 96506 (360)754-9339 Date: By: FAX(360)352-2045 4h..r Pageof� LI • . I , ._. ._...... vas ,��C _..__ .....:,, ._. � N IST S ONAIL NIC SQUARED, INC. Job: — OLYMPIA,WASHINGTON 98506 (360)750-8339 Date:__FAX(360)362-2644 �p Sheet: F aRe—�--of rou, �" rtfl ��G1p V 'RP -60 W! QA �f -� �11442 Lap I�6) 'aLlw" , I I I I I MC SQUARED, INC. Job:_ �439 _ -- OLYMPIA, WASHINGTON 98506 (360)754-9339 Date% 4 By:_ FAX(360)352-2044 Sheet: Page. �of Wi�a� �oAo (14 '�T F6J 3 �- MC SQUARED, INC. Job: �� -- - OLYMPIA,WASHINGTON 98506 (360)7549339 Date: FAX(360)352-2044 Sheet: Page Lof LO��AII-1�V Ct�.i17. . �2 = •Z5 _ �ZS �Is�o�(Zs� Cis Ca)p I I I I I I �. 0-0AmmommSES vrn.. A Aftl i oa .......... M163 nu mma mmmmmmammmmmmw�M .SES DETA� 8 ---.- TO ��i�C b Ui�r11e�)111V1 ( ►MFi 17 TOP OF AGN FOR 5 x (O' G/S. / r q' VE-TA I L 1 f TMRP N11- 1 ` �+ I iaAbnua I / It /.NGL.!(�•ffl�l � � _ _ - I O TACE II �I fr.10 I ra,P� _ T6 L DISPLAYS, INC. j 310 S.. Bay Rd. Unit "Do DSTAIL B I aYn*a,WA fOW6 i4l Q 0.grub /lIKI�M rlra L �uM AN6LL .11e�f / I % G � Permit No. CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work iniicated or as shown in the accampanying plans and specifications. /I SIGN =UION ADDRESS: ( J(�) PAC 1 h`C I ,0 ZONING: - L~ NAME OF BUSINESS: Lt APPLICAI4T/AGFEnTI': �� ri�1�Vlu. COMPANY: �t��6'� 5l C,�w PHONE: � y � j� �D 3 1 X(0 ( rawh ii C rGt4 , c) K `i -70 The City of Tigard imposes an annual Business Tax whi mist be kept current on all persons doing business in the City. Do you presently have a current business tax? YES ( ) NO ( ) U.L. Label # _ PROPOSED SIFT: (Check as many as apply) PERIMNENT ( ) FREMMANDr.4 (, FREEWAY ( ) TEMPORARY ( ) WALL ( ) E GIRO NIC ( ) OTHER ( ) BIILBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: cT� 14 � I n X 5 EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.) : IDC, — ARFR Ft.) WM J Fes: HEIGHT (Ft) PRQJIMON M-M aLL: l II TION: YES (� NO ( ) TYPE: COPY: T, DCI.SITNG SIGNS: _ wa ALMDaSTRATIVE F-KCEP ION: N/A ( ) APPROVED ( ) HOW M[KH _$ AREA ( ) HEICW ( ) CAM: PLANNING PMA -,= All sign permits waist be accompanied by a scale F gji alit Feer :] - drawing arra plot plan. I.f work authorized under Pec:eipt No: 22L - a sign permit has- not been ampleted within ninety AplM-amd By. v — days after the issuance of the permit, the permit Date: IY!� shall became null and void. EL,DCIRICAL / I CERTIF1t THAT 1 ATH M THE RECORDED OWNER OF E RE1CRTIRID: ) NO ( ) PROPERTY OR AN AGM i' AUINORIZEu BY THE OWNER. MJI1DI11G PF1:?t1IT �'TJpilII2I7): Y ( NO ( ) Al )licant's Signature / i' cp/BF,APERMr Telephorr- N:\N0M\C CMDEV\ CITY OF TIGARD SIGN PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT 0: SUN95-0176 13125 SW Hall Blvd.Tigard,Orn o� 17223.9199 (503)639-4171 DATE ISSUED. . . . : 11/27/95 � EXPIRATION DATE: 12/06/95 PARCEL. . . . . . . . . s 26102CO--02500 ZONE. . . . . . . . . . . . C--6 BUSINESS NAME. . : KENNY ROGERS ROASTERS SIGN LOCATION. . : :3090 SW PACIFIC HWY APPLICANT/AGENT: KENNY ROGERS ROASTERS CORPORATION BU4,INESS TAX NO: Asx;cxcssrac�:sxmzmeaasmr.:c.`rca=r.s9sc.axw a.strrarse�:m5�:�cic�.^Sic •.^_.=sxrac�xs.:.--x�rm•:^.••-_ . SIGN: PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY (X) WALL ( > ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON (Y) ) I GN D I MENS I ONi. . . . . . : 110' 20' TOTAL SIGN AREA. . . . . . : 200 sq. ft. WALL AREA. . . . . . . . . . . . . 0 5;q. ft. WALL FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . . 20 ft. PROJECTION FROM WALL. : 0 in. ILL.UMINATION. . . . . . . . . : NON DESCRIPTION OF' SION: Temporary balloon. MATEktr,�-S. . . . . : EXISTING SIGNS. . . . . . . . 0 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED. . - N ADMINI 5TRATIVE EXCEPTION'. : N/A PERMIT FEE: $ 10. 00 n P P R 0 V E D DY: PE RM I T-TEE. S I(3NNTURE:.-._& - I I DATE: 11/27/95 t CITY OF TIGARD SIGN PERMIT Pf-,.'RM I T #s 8GN95--0 17a ' COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Or*pon 97223.8199 (503)839-A171 DATE ISSUED. . . . I 11/22/95 EXPIRATION DATEI 02/22 ".)G PARCEL. . . . . . . . . s `510cCB-12125 0 i ZONE. . . . . . . . . . . I C:--G BUSINESS NAME. . : KENNY ROGERS ROASTERS SIGN LOCATION. . : 13090 SW PACIFIC HWY APPLICANT/AGENT: KENNY ROGERS ROf;ETERS CORPORATION BUSINESS TAX NO: saame�esa¢�smsaaeasw'aa¢sesOxus¢�cwsass_a.r:w.--:mcs�saa�n^arc�cssr.:s�s.:aW=�==xs:::ssss--rers:m-s�: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (Y) ELECTRONIC (Y) OTHE=R ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 6' X 9' TOTAL SIGN AREA. . . . . . : 54 sti. ft. WALL AREA. . . . . . . . . . . . . 700 sq. ft. WALL FACE (DIRECTION) : S SIGN HEIGHT. . . . . . . . . . I 16 ft. PROJECTION FROM WALL.. : 1 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: 54 sq. ft. permane-nt wall sign. MATERIALS. . . . . . . . . . . . : SLIMLINE EXISTING SIGNS. . . . . . . e 0 E'_.ECTRICAL PE:RIrIIT REQUIRED: Y BUILDING PERMIT REQUIRED. . : N c,DMINISTRATIVE EXCEPTIONS. : N/A VE-PM I T FEE: t 5. 00 APPROVED BY e ._�� !_�"`�.__..,___-- F1-:RMITTEF SIONA'TURE: t.. 7' DATEI 11/22/95 r � I i �u � I A• 2.1 J , �I �ko Z � u- 4c ILI Oc 4 h 4+ '�I 1>uV► --------____-_T-_ _ r to i I II I I U 1 � I ' I 1 ✓' I �> a - � / 1 �' fy 4404 \ / N�R111µ FA[A . K l�N�AU CITE' OF TIGARD SIGN PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: SON95--0171. 13126 SW Hell Blvd.Tigard,Oregon 97223*8199 (503)639-4171 DATE ISSUED. . . . : 11/22/95 EXPIRATION DATEt 02/22/96 PARcFt.. . . . . . . . . I 2S11212CB-0250c"t `LUNE. . . . . . . . . . . : C-6 BUSINESS NAME. . j KENNY ROGERS ROASTERS SIGN LOCATION. . s 13090 SW PACIFIC HWY APPLICANT/AGENTs KENNY ROGERS ROASTERG CORPORATI BUSINESS 'rAX NO SIGN: PERMANENT (X) FRLEFTANDJNG FREEWAY TEMPORARY WALL (Y) ELECTRONIC ky) OTHER BILLBOARD t BALLOON SIGN DIMENGIIIW�. . . . . . : 6' X 9' TOTAL SIGN AREA. . . . . . 1 54 sq. ft. WALLAREA. . . . . . . . . . . 1 700 sq. ft. WALL FACE (DIRECT!ON) i N SIGN HE19HT. . . . . . . . . . 1; 16 ft. PROJECTION FROM WALL. : I in. ILLUMINATION. . . . . . . . . I INT DESCRIPTION OF SIGN: 54 sq. ft. pptmanent wall sign. MATERIALS. . . . . . . . . . . . I Si-I ML I NE EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: Y' BUILDI, IG PERMIT REUUIRED. . v N 0I)MINISTPATIV6. EXCEPTIONS. : N/A PERMIT FEE: t 29. 00 APPROVED BY -A PERMITTEE SIGN(",T'URE.-. DATE: 11/22/95 :Q i° Q _ nil Y �' r a �• • Y O _ r _ N � - -_ F n V 4 e � LO T'll 31- 204 pti cr C O ' r ' 6 I I I w I a I I ¢ ! •+W e � I < I a I � I I II I o I I�' N CITY OF TIGARD SIGN PERMIT COMMUNITY DEVELOPMENT DEPAF CMENT PE=RMIT #o SGN9 y._0170 13125 SW Hall Blvd. Tlgard,Oregon 9722308199 (503)639.4171 DATE ISSUED. . . . . 11/22/95 EXPIRATION DATEe 02/22/96 PARCEL. . . . . . . . . i 2BI02CO-02500 ZONE. . . . . . . . . . , . C--G BUSINESS NAME. . ; KENNY ROGER.-) ROASTERS SIGN LOCATION. . : 13090 SW PACIFIC HWY APPLICANT/AGENT: KENNY ROGERS ROASTERS CORPORATION BUSINESS TAX NO: maasecaax--cx:=.m:r._^_arc-:aa:_--sa�m�:.=_._ _^.x_.x:sszr=sx2.::Qe�xxsacts•s�.aax:•+aa:�eea�aasc®mmatmsmc... j SIGN: PERMANENT (X) FREESTANDING ! F REE!lAY ( ) TEMPORARY ! ) WALL (Y) ELECTRONIC (Y) OTHER ( > BILLBOARD ! ) BALLOON ( ) MGN DIMENSIONS. . . . . . ; 6' X 9' TOTAL SIGN AREA. . . . . . I 54 sq. ft . WALL AREA. . . . . . . . . . . . : 700 sq. ft. WALL FACE (DIRECTION) ; W ':;ION HEIGHT. . . . . . . . . . I 16 ft. PROJECTION FROM WALL. .' 1 in. I _LUMINATION. . . . . . . . . a INT DESCRIPTION OF SIGN: 54 sq. ft, permanent wall sign. I. MATERIALS. . . . . . . . . . . . I SL I ML I NE EXISTING SIGNS. . . . . . . ; 0 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED. . I N ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEEL $ 25. 00 APPRO'lED BY: W FERMI 1 TE;E SIGNATURE: _ • PIP DATE:: 11/22/95 t i IT � I \ r.r . e• V a C s � � 4 � t 4 Ar . N Ci C) CO N 0 a31 K z s c1 0 : n i s n LY• • Y3�f 8 W+ / ` v3a. 1•tl�l•N I � i I L I � I _ I II a I i apt; I ZA NN IIA14 14 i I Z ----^- --- -i ------ - - -- \ -- — — - -� t � I m xm tA 2. 1�-,1T CITY OF TIGARD TEMPORARY CERTIFICATE COMMUNITY DEVELOPMENT DEPARTMENT OF OCCUPANCY 13125 SW Hell Blvd.Tigard,Oregon 972239M9 (503)039-4171 PERMIT M. . . . . . . : SUP95--Ot37 DATE. ISSUED& 11/ 22/ 95 PARCEL: 2SIOP-CS-02500 ITC ADDRESS. 13090 SW PAC IVIC HWY )JEDIVISION. . . . .. FREWINGS ORCHARD TRACTS ZOPIJNGt C--G bLOCK. . . . . . . . . . i LOT. . . . . . . . . . . . . ..7 CLASS OF WORK. oNEW TYPE OF WOE. . . ICOM OCCUPANCY GRP. -.A:3 OCCUPANCY LOAD: 86 TENANT NAME. . . : kemarks ; 1EMPORARY OCCUPANCY FOR 30 DAYS FROM DATE OF 15SUANCE. Build a drive through r-estauriant. Owner-3 KENNY Ru.3ERS ROASTERS CORPORATION 899 W. CYPRESS CIRCLE ROAD 1 FORT1..AUDFRD1P4LE FL 33309 Phone #c 305-489-7348 contractarl OWNER Phone Req #. . : 000000 Occupanr.y of thf, above v,eferpnced bktildinp is hev-pby given, and cev-tifie,.- fhe compliance with the State Of Oregon Gpecialty Codes for the group, -,CUPJAnci?, and use under which the referenced permit W-. s issued. L NSPECTOR 46 E-D 1. NI C IAL -6 ------- POST IN CONSPICUOU91 PLACE CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: GUIs ��fid G Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in �FI,A J� Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: �1, 7� 4s: Time: —AM _�PM Address: ��U %�� s�y (l7� 1-71c,1-y Builder: 77-.?3 Permit #: THE FOLLOWING CORRECTIONS ARE REDUIRED: (am•<f-) CJ i _ t Inspector: �� !;a, 4 r Dater- -APPROVED ISAPPROVED APPROVED SUBJECT TO ABOV� _Call For Reinsp. r CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspecticm:_ j Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in I.H..-e Post/Beam Struct, Plbg. Top Out Elec. Rough-in NA Post/Beam Mech. San. Sewer Gas Line Bldg. Plbg. IJndertloor Rain Drain Framing -Plumb. Alarm Water Line Insulation, -Mech. Underflr. Insul. Shear Wall Gyp. Rd. -Elect. i Date Requested: �_�— 1 tD _G —�Time:_—AM PM _ Address: "'<ui 01,31,r: Cl _ l Z er t #: 0 (37 THE (3 — THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: l - _ Date 7 ,� _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE -� Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE '' Inspection Line (Rec-O-Phone): 639-4175 Business Phone 639-4171 Inspection:_ —' — — Footing Susp. Ceiling Sprin . Rough-in AppNSdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec Rough-in FINAL' Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing qEiu - Lo,-) Alarm Water Line Insulation -Mech. Undertlr. Insul. Shear Wall Gyp. Bd. -Elect. Da'.e Requested:��/��5 Time: _AM 4PM Address:�� i Builde O U Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: In actor / ✓" - Date: 7J APPROVED _DISAPPROVED __APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall / Gyp. Bd. Eldct.,' Date Requested: 1 1 �� , Time: AM 4'' JPM Address: � �� U l/ iil U Cl C Builder: Por"nt _c, �" THE FOLLOWING CORRECTIONS ARE HEOUIRED: Inspector: '— Date:_L � APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE inspection Li a (Rec-O-Phone): 639-4175 Business Phone: 639-4171 1� 7 ' Inspection- L-.0- Footing -Footing Susp.ceding V Sprink. Rn h-in AppNSdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumh. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp 8d. -Elect. 0 Date Requested:�1 Time: AM PM Address: Builder:J�.�.�L! t,/' 8 Permit THE j&�OGdVV RE 1 P S2Dc) - -� s yy tom- if-e s �V- Inspector:_ Date: _APPROVED —DISAPPROVED 74wPROVED SUBJECT TO ABOVE Call For Reinsp. 1101 S.E. 3RD AVENUE •PORTLAND, OREGON 97214 •_(503)238-570dj 850 CONGER •EUGENE,OREGON 97402 •(503)8t;3 9333' _ 0 2600 AIRPORT WAY,SOUTH•SEATTLE,WASHINGTON 98134•(206)340-4300 CERTIFICATION - INSTALLATION/INSPECTION Customer Name ----- Address It, rf /' - -- - ------------- _ _ r l ,�L------ - ------ -- 1 l �` -- ---- ----------- SYSTEM Model(s) and serial numbers Number of nozzles and Part No. Number of detectorts) and degree rating Energy shut-off devices - type and size _- Other accessory equipment provided (pull station, electric switches, etc.) COOKING/VENTILATING EOUIPMFNT Number of duct(s) and size Hood size and plenum size -' ) Cooking Appliances and size of cooking surface. (NOTE: List appliances from left to right and indicate those being protected.) 3. - - ------ - - ----- - 6. TO BE COMPLETED UY INSTALLER ,k YES i 1 Nei The fire suppressi(n system is installed In accordan-e TO BE COMPLETED BY CUSTOMER with the manufacturer's instructions, NFPA Standard 96 and 17 (current issue), and all applicable state and local codes. Exceptions to other provisions of NFPA 96 i i YE. I NO that were observed arf noied below. I understand that it is the recommendation of ANSUL Exceptions: / `'� ! _—____- and of the National Fire Protection Association Standard 96 and 17 that the fin: suppression system be inspected and maintained every 6 months to ensure continued efficiency and reliabili'y and that failure to do so may result in failure of th> system to operate properly. ---------_ ._._ --------_-- --------_-.-. CUSTOMER NAME AND TITLE I Y F S KI NO _ - - --- -- - ---_-_ All electrical work or work provided by others to SIGNATURE complete this system installation has been completed. DATE INSTALLER NAME r SIGNATURE f ;' DISTRIBUTOR e ADDRESS DATE 1101 S.E.3RD AVENUE•PORTLAND, OREGON 97214_•!503)238-6700 �� 850 G�:NrER •EUGENE,OREGON 97402 •(503)F,83 9333' 4 r � 2800 AIRPUkT WAY,SOUTH -SEATTLE,WASHINGTON 98134•(206)340-4300 CERTIFICATION - INSTALLATIOONSP'ECTION Customer Name J Address - r � SYSTEM Model(s) and serial numbers Number of nozzles and Part No Number of detector(s) nd degree rating Energy shut-off devices - type and size i Other accessory equipment provided (pull station electric switches, etc.) All 5 - i COOKING/VENTILATING FOUIPMENT Number of duct(s) and size Hood s17P and plenum size -- Cooki ig Appliances and size of cooking surface. (NOTE: List appliances from left to right and indicate those being protected.) 1. --- - —=-------- 2. - -- -- --._ - ---_ 5. - -- - - - - - ---_- 3. - - - -_ __— --- - 6. - - - - -TO BE COMPLETED BY INSTALLER Y'YES rNO the fire suppression system is installed in accordance TO BE COMPLETED BY CUSTOMER with the manufacturer's Instructions, 14FPA Standard 96 and 17 (current issue), and all applicable state and local codes. Exceptions to other provisions of NFFA 96 � ' YES NO that were observed are noted below. I understand that it is the recommendation of ANSUL Exceptions: , �n j �!_�11and of the National Fire Protection Association Standard 96 and 17 that the fire suppression system be inspected and maintained every 6 months to ensure continued efficiency and reliability and that failure to -.--- --- ------------ - do so may resu;t in failure of the system to operate -- properly. - --- - - - --- ------ - --- CUSTOMER NAME AND TITLE YES NO ----- - -- ----- _. IAll electrical work or work provided by others to SIGNATURE complete this system installation has been completed. DATE INSTALLER NAME SIGNATURE DISTRIBUTOR ADDRESS - v DATE CITY OF TIGARD BJILDING INSPECTION NOTICE-"' , Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-417' Inspection: Footing Susp. CWg Sprink. Rough-in. Appr 3dwlk Foundation Plbg. Underslab Mech. Rough-in Firel ace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FIN, L: Post/Beam Mcch. San. Sewer Gas Line -Bid Plbg. Underfloor Rain Drain Framing -PII n n Alarm Water Line Insulation -Merh. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested / Yzq 1, Time: ? AM _ PM Address:43,--� Builder: _Permit # �` l THF FOLLOWING CORRECTIONS ARE REQUIRED: CIL–— i Inspector:��7�Yl — Mile: 6 _APPROVED — DISAPPRO`JEDAPPROVED SUBJECT TO ABOVE Ca!I For Reinsp. CII Y OF TIGARD BUILDING INSPEC'!ON NOTICE C Inspection Line (Rec-O-Phone): 639.4175 Businass Phone: 639-4171 Inspection.- .7� lJ Footin Sus Coiling `� g , g Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post;Beam Struct, Plbg. Top Out Elec. Rough-in FINi PostiBeam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb Alarm Water Line Insulation -Mech. Underfir. Insul. Shear Wall Gyp. Bd. pd-Elact. Date Requested: ��/ Time�AM PM Address: l—36 9/L Builder: %G L;, J Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: r_ Inspecto Date• Z/ _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE 4Call For RPinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Li ie (Rec-O-Phone): 6394175 Business Phone: 639-4171 Inspection: `�J�[), b qN _ Footing Susp. Ceiling Sprink, Rough-in Appr/Sdwlk Founda;;nn Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: �/, Post/Beam Mech. San. Sewer Gas Line � Plbg. Underfloor Ra`n Drain Framing -Plumb Alarm Water Line Insulation ech Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: I' I �1 Time: AM PM Address: �(Jci Ute Q=` C, Buil er. THE FOLLOWING CORRECTIONS ARE REQUIRED: r - Ins ector: /�� " a _ Date: —APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE 4C-311For Reinsp. .F TIGARD BUILDING INSPECTION NOTICE ,un Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 In pection: Footing Susp. Ceiling Sprink. Rougn-in Appr/Sdwlk Foundation Plbg, Underslab Merh, Rough-in Fireplace Post/Beam Struct. Plbg. lop Out Elec Ruugh-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Undetfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: Lluilder: Per t #: THE FOLLOWING CORRECTIONS ARE REQUIRED: -�`�` � 1 �\��/ V--� fir.• {�.J <'J��~ ,.r SA Q Insp,ctvr: _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE /�r all For Reinsp. CrT" . ,,uARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone). 639-4175 Business Phone 639-4171 Inspection:—K, h =' :0 6"S Footing Susp. Ceiling Sprink. Rough in Appr/Sdwlk Foundation Plbg. Underslah Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in _FINAL Post/Beam Mech. San, Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. �creCTj Date Requester:^l/ �/� 5 _Time: AM ^�PM Address: /—� 6" Builder. r/< <7 ' '7 /7 Permit #: CA THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector /�� ; e f F / u �� Date: 13 —� .APPROVED ___DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD ELECTRICAL PERMIT - RESTRICTED ENERGY COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: ELR95-0199 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)939-4171 DATE ISSUED: 11/13/95 PARCEL: ES102CB-02500 SITE ADDRESS. . . : 13090 SW PACIFIC HWY SUBDIVISION. . . . : FREWINGS ORCHARD TRACTS ZONINGiC--G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . ..7 Project Description: Additing electrical limited energy A. RESIDENTIAL---- ----- P. COMMERCIAL--------------------------------------- AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GAFAOE OPENER. . . . . CLOCK. . . . . . . . . . . . MEDICAL.. . . . . . . . . . . . HVAC. . . . . . . . . . . . . . DATA/TELE COMM. . . NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER: : : HVAC. . . . . . . . . . . . .. PROTECTIVE SIGNAL. . :X INSTRUMENTATION. : OTHER. . : . . TOTAL # OF SYSTEMS: 1 Applicant : _________.__-- -______.- -----_.____.__w______-- ___-- FEES WINDSOR SECURITY type amount by date recpt 2900 SW 219TH PRMT $ 40. 00 JDA 11/13/9S 95-272 764 #314 5PC1 $ E. 00 JDA 11/13/95 95-2727614 HILLSBORO OR 97123 Phone #: Contractor: -___._._.______..._____.._ _.__ --___________________-.--.-•-_--__.________.______.___.._.._. `t; 4. 00 TOTAL \tt r m o so R sec ck Kt ry i�10 SW -.1 .3 -------- FOU I RED INSPECTIONS (dUPI' H 1��s Burw, o oi71:A - Pho„E, i} Reg #. . : 0A �t Sid y This permit is issued subiect to the regulations contained in the ______. _____ _ _.. --•-... - _-. Tigara Municipal Code. State of Ore. Specialty Codes and all other Perm i t e e S i gnat Lire applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started ' within 181 days of issuance, Lir if work is suspended for more than 181 days. I s s Lr By -.-.----OWNER INSTALLATTON The installation is being made ,�n property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: .__�..._.___._�_..._....._ PATE: ____._.____--•--.-.____.__--GONTPAC TOP INSTALLATION ONl_Y-._--_-_--_-.--------------_-__. I GNHTURE OF SUPR. ELEC' N: --_I`!!` _ DATE: I i(' :NSE NO: Cell for inspection - 639--4175 Community Development REST RICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard,OR 9 7223PERMIT# 0110 Phone(503)639-4171 G FAX(503)684-7297 DATE ISSUED Ai TDD No. (503)684-2772 CITY OF TIGARD Inspection (503)639-4175 ISSULD BY (� L��--- PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK Addwtis i- RESIDENTIAL—Restricted Energgyy Fee . . . . . . . . . $40.00 6dot-© B�s (FOR ALL SYS 1MOS) City State Zip Check Tyne of Work Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems 15 NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICATION El Garage Door Opener" Contractor f�l/v EJHeating,Ventilation anti Air Conditioning System' S�[��pe _. ❑ Vacuum Systems` P lam' �t �L• ❑ Other Address.. P fw ��e�_ _ L - �- — Date /a/�S� COMMERCIAL—Fee for each system . . . . . . . . . ;E4100 —T (SEr OAR 918-260-260) Property O//wrier � �v �O17 /� Oil Type of Work Involved: Contractor's Board Reg. No. �,� ;�y_ _ ❑ Audio and Stereo Systems ❑ Boiler Controls Phone# Iny9-77. 3 ❑ Clock Systems ❑ Data Iefecor.murication Installations 3. OWNER APPLICATION ❑ Fire Alarrr ristal'ation ❑ tivnc Print Owner's Name Phone No ❑ Instru ,entation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control" City Slate Zip ❑ Medical This permit is issued under OAR 918.320.370.This applicant agrees in make only ❑ Nurse Calls restricted energy installations(100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting' following: 1. Only use electrical licensed persons to do Installations where required.(Cert do Protective Signaling residential and other transactions are exempt from licensing.These have Other asterisks("!.All othhrs need licensing). 2. Call for an Inspection when all of the Installations under this permit are ready fnr Inspection at 503-6394175. Number of Systems 3 Purchase separate permits for all installations that are not ready for Inspection when the Inspector Is out to Inspect under this permit. •No licerses are required. Licenses are required for all other Installations. 4. Assume responsibility for assuring that all corrections required by the Inspector - - are done,and 5. Assume responsibility for calling for a final inspection when all of the 5. FEES corrections are completed. d The person signing for this permit must be the applicant or a person a. Enter Fees $ � authorized hind the Ifcant. b. 5°/n Surcharge(.05 x total above) $ 7z Signature TOTAL g �- Authority if other than applicant ENERGARCHP L.I I Y ill 1 .1(O1;11 111 NI Pt f I Pf N(J, ?14ti I j it 1 1, 111111 114 1 00 WIME W 1.1-409 JR ,1 I It 11 j 1 00 C,900 F-.W (ILII IV I hl I I t /9") #34 t HII LIS131.1101, (IN OF' I-INYMN'l f 4mt 11.1114 1 I-If 4.11) LAO !ifT1=1 tmlillo I-M P"MIL IMY P&NNY RUGENS k110" I: ilml.110\11 UJAID 4 00 A11 City El x-tric ice Inc. ■ M Service L 4110 Dike Road Woodland, WA 98674 503 223-0592 360 696-1983 FAX 360 225-8050 November 13, 1995 To: City Of Tigard From: Ken Smith Subject: Grounding for Kenny Rogers Roaster 130 ri e, 5-c t/ pcec.! Ft'e lir,-_.'e On November 1, 1995 1 conducted a resistance test of the supplemental ground system, consisting of tvio 10 foor 3/4 " made electrodes. The resistance measured .015 ohms. The Meter used was a Di-loy Model No. DL235. Serial No. 516279. Ken Smith is a licensed Oregon Supervisor License No. 3878S 1 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec O-Phone): 639-4175 Business Phone: 639-4171 T— 7 ' eili Inspection:�d--��• L — i!!` c� (� Footing Susp. n)''f Sprink.' ough-in r/Sdw Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. bd. -Elect. Date Requested:_— I irne:KAM PM Address: 6) Builde -1-2- Permit #: E_c/ Ci_33 Z THE FOLLOWING CORRF;TIONS RE QUIRED: -- U A1 Inspector: / / "i' Date: ,y') PROVED _DISAPP..qOVED __APPROVED SUbJECI TO ABOVE Call nor Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 In;pection: V � Pontin 9 �usp. Ceiling Sprink. Hough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fiieplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plb,. Underfloor Rain Gain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: ` – '� -, Time: M PM Address: CA 0 �� r Builder: er�it,#: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector._ -9ate: VCAPPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD RESTRICTrED ENERGY ^ COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #,- ELR95-•121191 13125 SW Hall Blvd.Tigard,Ongcn 97223.8199 (503)639-4171 DATE ISSUED: 11/013/95 PARCEL: 2S 102CB-02500 1,11E ADDRESS. . . : 13090 SW PACIFIC HWY 5USDIVISION. . . . : FREWINGS ORCHARD TRAFT',- ZONING:C-G SLnci, . . . . . . . . . . : 1-01.. . . . . . . . . . . . :7 Pr•o.ject Description: Install aLidio/:,tereo system A. RESIDENTIAL--------- P. COMMERCIAL------___._._.---------------_.-----____----- AUD I O & STEREO. . . : X AUDIO & STEREO. . -.-. INTERCOM & PAGING. . : BURGLAR ALARM. . . .: BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . CI._OCK. . . . . . . . . . . . MEDICAL. . . . . . . . . . . . HVAC. . . . . . . . . . . . . . DATA/TELE COMM. . : NURSE CALLS. . . . . . . . ; VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITEc OTHER: ; : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMEN'T'ATION. : OTHER. . i TOTAL # OF SYSTEMS: 0 Owner.: __.._...._.__.___._.____.________.__.___.___.._____._._..__.________._.__ FEES KENNY ROGERS ROASTERS CORPORATION type amoLint by date recpt 899 W. CYPRESS CIRCLE ROAD PRMT $ 40. 00 JSD 11/03/95 95-272486 5PCT $ 2. 00 JSD 11/03/95 95-272488 FORT LAUDERDALE FL 3,3309 Phone #: 305-489--7348 Contractor. ENTOUCH SYSTEMS. INC. $ 421. 00 TOTAL 15954 S. W. 72TH AVE. RFOUIRED INSPECTIONS Phone #: Rpq #. . . This oersit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Pe itee Signature aonlicable laws. All work will be done in accordance with aoproved plans. This persit will expire if work is not started within 180 days of issuance, or if work is suspended for sore than 180 days. Is Lied By INSTALLATION The installation is being made on property 1 own which is not intended for s-Ale, lease, or rent. OWNERIS SIGNATURE: DATE- INSTALLATION ATE:INSTAI_I_ATION ONLY--_-_..-.-_----______-___-_-.. SIGNATURE OF SUPR. EI_.EC' N: DATE- LICENSE ATE:L_ICENSE Iu0: Call for inspection - 639-4175 Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. I 1-f� �C, O(q / Tigard, OR 97223 PERMIT# Phone(503)639-4171 FAX(503)684-7297 DATE ISSUED TDD No. (503)684-2772 /,�-- CITY OF TIOARD Inspection (503)639-4175 ISSUED BY _- PI_FASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK /3090 SW MOLL- P(A)y Address RESIDENTIAL—Restricted Enerree . . . . . . . . . S4fl.12Q -r ICA Ro. (f OR ALL SYSTEk4- ) Cilly, State Zip QwiLk Tyne of Work Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED WITHIN 1110 BAYS OF ISSUANCE OR IF WORK 15 SUSPENDED FOR 180 DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Door Opener* ❑ Heating,Ventilation and Air Conditioning System* Contractor &/ -F ,lL -��l�ypr ❑ Vacuum Systems' 3�3.1 SW ni 00 ey ❑ Other Address - - ---- -- �— Date � - COMMERCIAL—Fee for each system . . . . . . . . . $40.00 (SEE OAR 918-260-260) Property Owner Check Tyne of Work Involved Contractor's Board Reg.No. (r��j yp 9 Audio and Stereo Systems Boiler Controls Phone# c203 -0000 _ ❑ Clock Systems ❑ Data Telecom munic-lion Installations 3. OWNER APPLICATION ❑ Fire Alann Installation --- _ ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address _ ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control' City State Zip ❑ Medical This permit is Issued under OAR 918.320.370.This applicant agrees to make only ❑ Nurse Calls restricted energy Installations(100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting' following: EJ Protective Signaling 1. Only use electrical licensed persons to do installations where required.(Certain residential and other transactions are exempt from licensing.These have ❑ Other asterisks(•).All others need licensing). 2. Call for an inspection when all of the installations under this permit are ready for inspection at 503-6394175• ❑ _�_ Number of Systems 3 Purchase separate permits for all installations that are not ready for inspection when the inspector is out to inspect under this permit. •No licenses are required. Licenses are required for.0 other installations. 4 Assume responsibility for assuring that all corrections required by the Inspector are done,and 5. Assume responsibility for calling for a final Inspection when all of the 5. FEES corrections are completed. - i The person signing for this permit must be the applicant or a person a. Enter Fees $ authorized to bind the applicant. - e _ b. 5%Surcharge(05 x total above) $ C Signature TO TAL $ �- Authority if other than applicant FNFRGAP.CFiP ly 111:w I 101-Iffl) 141 1 '11,1 111 1,11,YNI'M kl-l•1 JI'l Nfl. t,40,t It the i 14?. OIL, NOMW-. HM()Ijr.l f a 0. 00 3734, HW MI AM)y 1-14YPil-Nit MIM r I I 1-'(J141-1 ,P4ND OR 4. ,4 e f'o I - ly rl[ N1 (.11,11 0 Ill I 1.11-1! I III 1.1f i y oll IA 1 VIVIIIIII141 I-'fel 11 t'1 I f til I I I I 1 1- P 04) 11WIM !.;w 1411,11. H". HWY H-149")-01 I i IVIML AM(Ali'll v'"ll) CITY OF TIGARD BUILDING INSPECTION NOTICE —r—(; Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171x___- Inspection: Footing Sug. Ce!•,:ng Sprink. Rough-in Ap r/Sdwlk '-" Foundation Plbg. Underslab Mech Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: J' Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drair, Framing -Plumb. Alarm Water Line Insulation Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: �n 3 cti/ —T_Time:--AM _P�' Address:_ Builder:S /CC' �j�3� _Permit Fc' L,`1 1 } THE FOLLOWING CORRECTIONS ARE REQUIRED: J LZ — T U„- Inspector:�'� Date: t� _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. l�\L� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639 4119 Business Phone: 6,?-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. S&n. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Ling Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. k—ICL Q Date Requested: t�G 1/ ` ` _Time: AM _PMS 3� Address:! f�J CS' i < —_ T < <=- Permit #: C Builder: Z33/7 X�53 c S I THE FOLLOWI CORRECTfONS A EfRUIRED: Inspector A r •1,-6 I Dal. j APPROVED _—DISAPPROVED __APPROVED SUBJECT TG ABOVE _ r all For Reinsp. CITY OF TIGAR BUNG I PEOTIO N ICE Insp«;tion Line (Rec-O-Phone): 639-417 Business Ph ne: 639-4171 Inspection: Fooling lisp. Ceiling —J—Sprmk. Rough in V AppnSd Ik Foundation Plbg. Underslab M9ch. Rough-in Fireplace Post/Beam Strum. Plbg. Top Out Elec. Rough-in FINIAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Undortloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. InSUI. Shear Wall Gyp. Bd. -Elect. r _ Date Requested: / Timp: AM PM Address: Builder i.t 3(oU -� CIC �` 7C� Permit #:(I fl l 'J 5 J 740 THE FOLLOWING CORRECTIONS ARE REQUIRED: Ins ecto4 �G Date: / APPROVED DISAPPROVED APPROVFD SUBJECT'TO ABOVE Call For Reinsp. c CITY OF TIGARD F,UILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 �'\\ Inspection:` l - /YL �1V\' Footing Susp. Ceiling Sprink. Robgh-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Bearn Struct. Plbg. lop Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -PAech. Underflr Insul. Shear Wall A-<--Elect. Date Requested: �L /�% Time: -AM P 4 M Z �,) �- f Address: f �C Builder. e( (c ( C; Permit _t =j S 013 THE FOLLOWING CORRECTIONS ARE REOUIRED: NI Inspector: V L Date:_ I l Q _APPROVED _DISAPPROVED VED SUBJECT TO ABOVE �`l:CJ Call For Reinsp. CITY OF TIGARD BIL ILDING INSPECTION NOT:CE C \ InspeCion Line (Re,---O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in.'�Firepiace Post/Beam Struct. Plbg Top Out Elec. Rough-in FINAL: Post/Beam ".'ach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rai,, Grain Framing -Plumb. Alarm Water Line Insulation -Mech Underflr. Insul. Shear Wall Gyp. Bd. Elect. Date Requested: k'.0 _ _Time:/a- AM _PM Address:Builder: j�l� ' (�yU - 757(f? Perm#: U Z�D - UI 7 THE FOLLOWING CORRECTIONS ARE REQUIRED � 3 Inspector: �~ - '—�.� Date: /C' _APPR--OVVED _DISAPPROVED -ROVED SUBJECT TO ABOVE __Call For Reinsp. Gil'r OF TIGARD BUILDING INSPECTION NOTICE .Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-417 V' Inspection: - Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Undersiab Mech, Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: -st/Beam Mech. San. SewerG s L—i — -Bldg. Plbg. Underfloor Rain Drain Framin -Plumb. Alarm Water Line / nsulat o / Mech. Underflr. Insul. .8118 r�1Na1�L-` , Gyp. Bd. -Elect. Date Requested: �i Time: YAM PM Address- /. 562 /�� /z,",/ Builder: _-7&6 - 9006 - .?`? 76 Permit#: THE FOLLOWING CORRECTIONS ARE REQUIRED: Afee T-Q;; f e u ?� 1, (�� ,.� •:� -� IL-A S � e_ _ -j2 . Inspector:_ '— Date: _APPROVED _kDISAPPROV=D APPROVED SUBJECT TO ABOVE �> N. Call F-)r Reinsp. \� �C CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 39-4171 Inspection- Footing Footing Susp. Ceili , Sp'ik. Rough-in ( ppr//'' wlk Foundation Plbg. UnderslaL Mech. Rough-in emplace Post/Beam Struct. g. Top u > Elec. Rough-in FINAL: Post/Beam Mech. San Sewer Gt -Bldg. Plhg. Underflooraifia p.111_ �' ` -Plumb. Alarm ,'Water Lin Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elea. Date Requested:_ �C / .S /�S Time: AM PM /} Address:—-Z rJ Builder:_ 3�o .1414(r7(P THE FOLLOWING CORRECTIONS ARE REQUIRED: Ins ector•4_qt= Date: _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE —Call :or Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O Phone): 639-4175 BusineEs Phone: 639-4171 Inspection. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. eft,94.41, Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-.in� FINAL: Post/Beam Mech. San. Sewer -Bldg Plbg. Underfloor Rain Drain Framing -Plurrb. A;nrm Water Line Insulation J."ech, Underfir, Insul, Shear Wall Gyp. Bd. erect. D,,)D,,)!,?' Requested: cam' '�_� _/��Time: A PM Address: 13 r B jilder: Permit # > THE FOLLOWING CO ECl IONS ARE/RECUIRED: Ins gctor:4Lr C 7 eX f' I C=— Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —Call For Reinsp. �� ', CITY OF TIGARD BUILDING INSPECTION NOTICE �--- Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 I Inspection: ��,� Footing Susp. Ce—iliing —_ Sprink.`I9ough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. --Mg TopOft, -VZ7�Elec. Rough-in FINAL: Post;Beam Mech. San. Sewer �Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Ed. -Elect. Date Requested:_ /Gt A. I/ ��S Time AM _YPM Address: �%'o Builder: -3 –(o G 0- _zD c-1 7 k, Permit N6-"/j 1 i,67 0 7 THE FOLLOWING CORREL't IONS ARE HEOUIRED: zz inspector: Date: Y'APPROVED /�__DISAPPROVED _APPROVED SUBJECT TO BOVE _Call For Reinsp. OCT—F2 -95 MON 07 : 14 INTERWEST INSULATION INC 206 694 3943 P. 01 IK Ram w} r.4uclwv� Tina OX ' l: Rsw f 114 _---� - fwf 6��f� curd -rTc,� �•-<� `✓/r�•�-:u .�c�i � T.t�l.� Ge..,le�✓�q _ ► ND fru-t'+�h I e.+r 5e.-.cl,-.y, •- vGt��u' Cr'�V r SOV(1 i a t/-��•,� �� d rI�'.�-c ! /�'I�c<% :!�. f/ &f l 1 I 17 11 } c r . .. 1rY�� t t .<r, — D �''�►„ '� y Gv- CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 r;,1sint ss Phone: 639-4171 , Inspection: Footing Susp. oiling Sprink. Rdugh-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. UnJerfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underfir. Insul. Shear Wall Gyp. Bd. -Elect C- Date Requested: �� _ Timed AM PM Address: 3 C> >C) f "r-t . Builder: 3�,c ,_�/ `� j(J Permit #: L C C' (�-, THE FOLLOWING CORRECTIONS ARE REQUIRED: InsP•cto PDate: _APPROVED vDISAPPRO EDS APPROVED SJBJECT TO ABOVE Tall For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Lane -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect Date Requested: �,�, 47 Time: X AM PM Address- Builder: ddress Builder: Permit N:X52, THE FOLLOWING CORRECTI NS ARE REQUIRED: Inspactor Date:— �� _APPROVED __DISAPPROVED 4APPROVED SUPjECf TO ABOVE _Call For Reinsp. �� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone 639 41/1 Inspection: Footing Susp. Ceiling � Sprrink. ough-in Appr!S(!wlk Foundation Plbg. Underslab Mech. Rough-in Firepla(-e Post/Beam Struct. Plbg. Top Out Elec, Hough-in FIVAL Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rein Drain Framing -Plumb. Alarm Water Line !nsulation -Mech. Underflr. Insul. —;ea Well> Gyp. Bd -Elect. Date Requested: Time: AM PM Address: 1 Builder: �—" Permit i THE FOLLOWING CORRECTIONS ARE REQUIRED: C-R TJ --rte � --- — Inspector L)1-17G " �'-""" Date: / _APPROVED _DISAPPROVED ROVED SUBJECT 70 ABOVE _Call For Reinsp. �� l C CRY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Footing Susp. Coili Spnnk. Rough-in Appr dwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Posi/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insvilation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: G11S' ( Time: AM PA1 Address: Builder: Permit#: ^ 0131 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspecior. ;iO � Date: •/ " /, IfAPPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. Lo CITY OF TIGARD BUILDING INSPECTION NO E D`? Inspection Lire (Rec-O-Phone): 639-4175 Business Phone:E1Inspection 4171 Inspection: L / G-- , ►� _fit_ r Footing S isp. Ceiling Spnnk. Rough-( Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. EI t. Date Requested- 7r�/5 4 Time: AM M Address: / 3& Builder t ' — U 5-'7Z— Permit M:cttLG S d 3.3 Z THE IFOLLOWING CORRECTIONS ARE REQUIRED: Inspector: rC Date: 4xp"PROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reins.). CITY OF TIAA D BU LDIN LPECTTON N Inspection Line (Rec-O-Phone): 639-41)5 Business Pho": 639-4171 r Inspection: j1�.4_ Footing Sus . Ceiling Sprink. Rough 1rr AppNSdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Pibg. Und4rfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested- / /�S ( � Sr _Time: AM PM Address: Builder: Permit 37 THE FOLLOWING CORRECTIONS ARE REQUIRED: Essay% 7/ Inspector:- � Date: PROVED a DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hell Blvd,Tigard,Oregon 97223.8199 (503)639 4171 O City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 sw Hall Blvd. APPLICATION Perm t # ly*C15-0 \a Tigard, OR 97223 (503) 539-4171 .•. ( esaipu n Table 3A Mechanical Code OTY PRICE AMT Jot) ?� �✓ P r, � , 1) Permit Fee -0- -0- 10.00 Address — t ' 2) Supplemental Permit 3.00 -'� I.p6q Furnace to 1) incl, ducts d vents 6.00 •vim` umacs M0,000 BTU + Owner 2) inti. duct., I vens 7.50 ----- Floor -umance 3) incl. vent 6.00 --Su-spe eater,wall healoi 41 or floor mounted heater 6.00 Vent riot int in Occupant 5) appliance permit � 3.00 �• _ ----�— Repair of boating, re ng. 6) cooling,absorption unit Dw- 6.00 G -- -----�-�- i er or coop,3a pump,air con T 7) to 3 HP;absorp unit to 100K BTU 6.00 Miler or comp, heat pump,air con . 8) 3-15 HP;absorp unit to 500K BTU �' 11.00 Contractor -- �_---------- ------------ i er or comp, heat pump,air cona. 9) 15-30 HP;absorp unit 5.1 mil ETU 15.00 w•••••^ -- r -r.:Nei,er or comp. h t pump,air c-n . 10) 3050 HP;absorp unit 1-1.75 mil BTU 22.50 ere y acluiowlo go that 1 e readi[its app ic- canon, II-C tF-ia-- Boiler or comp, ea(pump,av conU. information given is correct, that I am the owner or auttiorized agent 11) >50 HP;absorp unit 1.75 -0 :.r U 37.50 of the owner, that plans submitted are in compliance with State Air handling unit to laws, that I am registered with the Coostruction Contractor's Board, 12) 10,000 CFM 4.50 j that the number given is correct. (If exempt from State registration, Air handling unit please give reason below.) 13) 10,000 CTM+ 7.50 — --- - on porta e 14) evaporate cooler 4.50 -� - eni an connected 15) to a single duct 3.00 -� - Ventilation system not 16) included in appliance permit 1 4.50 17) mechanical exhaust 4.50 1 Describe work new IM aildition U Commercial or in ustn'ar to be done residential Q non-residential Q 18) type incinerator 30.00 xis Ing use oT-- Other i.e,woodstova,w,-ter -- building or property _—_ 19) heater, solar,clothes dryers,etc. 4.50 Proposed use of 20) Gas piping one to four uutlets 2.00 building or property — - 21) More than 4-per outlet Type of fuel -oil Q nature!gas 48 LPG O electric 0 -- - - - Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION r2. AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE 51/ IF CONSTRUCTION OR WORK IS SUSPENDED OR -- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL � e 'IS AFTER WORK IS COMMENCED, TO_—_ TOTAL Special Conditions / Data issued by 1YMG04PM1 w.tfaMW. Id I 1 1111 111 111iY1111 Ni 14i v JI I NI.I. t 9,..-,(-,iol,*'o IllIKKINI , 44 NAMV iMl I It 1 1,NC 0141,101\11 1 0. 1,1011 ( "Miloll 14vi P")IM NI 014IF t 09 it,- fAl 4il,1131)L V 1!-j))-)N 1 1'11 PO y Mf IA I (it MI ii)N I t.0 "' j . Will 1 11Id F . Fir - 1111 A F-1 1,3090 !A4 I-101,11 It' 111-1y. << Pet 62 1�e AA44a 9 CITY t71�TIGARD BUILDING INSPECTIO NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 9-4171 Inspection: , Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Llnderslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg Top Out Elec. Rough-in FINAL: Pont/Beam Mech. San. Sewer Gas Line -Bldg. Plbo '-'nderfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: 3 9 ,Time:—,—AM 7ZPM Address: J�' 1J10 c-,ec fl- I+ Builde 1 2 j o51F Z_ Permit M: . 63 3� THE FOLLOWING COPNECTIONS ARE REQUIRED: 4e f,4" o Inspector / C' Date:X _1�LLLS APPROVED —DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. A CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspect ion:l, LF — C— CL• _ Footing Susp. Ceiling Sprink. Rough in ApFr/Sdwi Foundation Pibg. Undersl..b Mach. Rough-in Firepl,.:e Post/Beam Struct. ,PPli Top Out Eleg, Rough-in FINAL: Post/Beam Mech. San as Line -Bldg. Plbg. Underfloor iri --' Framing Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. ear Wail Gyp. Bd. -Elect. Date Requested: Time: AM _,PM Address: 3 yCIO Builder: Permit a:4L//y j �_S` C, THE FOLLOWING CORRE=CTIONS ARE REQUIRED: Inspector: Date: APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call Fur Reinsp. c. L 11h i INIG FIL I�0l 1 T CITY OF TIGARD PER11TIV 4. . . . . . . . P",rxj 3A COMMUNITY DEVELOPMENT DEPARTMENT DATE i,:-),.-jur-n: 13126 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 22 S)10 2C B-0 25 0 0 SITE ADDPE'5j1--.. - - 13090 SW PACIFIC HWY 3UPDIVISION. . . . FREWINGS OPCi-IORD TRACTS' 70114ING: C-G BLOCK. . . . . . . . n ., 1-01.. . . . . . . . . . . . . :7 REISSUE: FLOOR AREAS------ EXTERIOR WALL COIASTRUCTIm,i. CLPSS OF WORK. ,-.NEW F I RST. . . . 978 s N: S). E: W TYPE OF USE. . . :COM 73E-'CON�'. . . s f PROTECT OPENINGS'?-__.. - -- TYPE OF CONST. :5N THIRD— . : s N: S. E: W. OCCUPAt-4CY GRP. -03 Tr)ToL---------- - ,:'97(3 sf ROOF CONST: FIRE OCCUPANCY LOAD:86 BASEMENT. : sf AREA SEP. RATED: STOR. - I 11T. '. ft GARAGE- s OCCLJ SEP. RATED: BG1v1-r MEZZ'! . REGI? IP 0 PIKL.-N I-LOOR LOAD. . . . : f LrD T ft RGHT- rt r ) jMOK DET. . . DWELLING UNITS: F'RNT ft RCAR: ft FIR nLRM: HNDICr' ACC':y BEDRMS: BATHS: IMP SURFACE:2'971'01IRO CORK: PARKING. VALUE. $ : 14 7 0 Rema,r,ks - Fire Suppression System for- 3 hood!, OwnrA?-: Fr7r- .S KENNY ROGERS PDASTERS CORPORATION type amol-int by date recpl Boo W. Cyppr;-S0 CIRCLE ROAD PPljT $ 25. 00 DON 013/1.7/1)5 95-26946 i FIRE 10. 00 ' ON1 1, 8/17/95 95-2694( ' FORT LAUDERDALE FL 33301.) 5PC:T 4 1. 25 BIN 08/17/1)"-) 913 Phone #.- 305-489-7340 Conti-actor-: — -- - - - - - SANDERSON SAFETY SUPOLY CO. ' 1411 SE THIRD PORTLAND OR 97214 PhOT)e Z,7-8-5700 $ 3r . 25 TOTr L 064969 P ED,U I R C-1) IN!OECTTONG Tris cerlilit is issued su-tject to the regulations contained in the SprinPlp-- Final Tigard Municipal Code, State of Ore. Specialty Codes and all other Mi%C. Inspection applicable laws. All work will be done in accordance with Final In-'Pection approved plans. This peroit will expire if work is not started within 180 days of issuance, or if work is suspended fog- iore than 160 days. ............ ....... r:,-m i t t P L i 5 s 1-ted .......... y Call for inspection 639--4175 Mamma rjg APPLICATION FOft PERA1IT TO INSTALL FIRE SPRINKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 Date:_ - //' `%r PERMIT N i Valuation: Amt. Paid: Permit Fee: 5` State Tax: ; Balance Due: 40% FLS: 1"".00 i7 Plans must be submitted to the Building Division before installation. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Irstallat.ion:,lAdd Aon:_ Repair:__ Alteration: Complete: Partial: Exitway:� Basement: Hood & Vent:�� Spray Booth: IN EXISTING BUILDING: IN `7E`rV BUILDING: NUMBER & STREET: NA.'NIE OF BUILDING or BUSINESS: �/�y^ ��f"C" �' ,'� i�1 'i'`!�C✓' NO. OF STORIES: SIZE OF BUILDING• ^CCUPIED AS: TYPE OF SYSTEMS: Wet: Dry:. _ Combination: STANDPIPES: OCC.HAZAP.D. Light . ORD.GRP.HAZARD 1_2_3_4—Extra_ DENSITY GPM/Ft2 DESIGN AR7,A ft2 SPRINKLER AREA ft2 SPRINKLER ORIFICE SIZE: "K' FACTOR TEMP. RATING OWNER: ADDRESS: CONTRACTOR: PLANS DRAWN BY: ADDRESS: RE:NIARKS: r-Yq P J"Ll Q7D',' --f /De o r 21 c?(_')J/ APPROVED permits includes only work described above and/or o-1 plans and specificatioi, beating the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. l PHONE: SPRINF.LER C0iNIPANY:5,6V/Ar SIGNATURE OF APPLICANT: ;1, /a!L— �/ BUILDING DIVISION: PER:tiIIT VALID 17 OR 160 DAYS ,mord\cam de•N Mreporm / 'U IU1h1y 111' , „�•,I ! ,I I , I i!.{III !� I :I� � t 'F I'i•� I I I I I I I I Il I:!! j 11'•11 tl It' I I ', ! I• I I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: i .ems Footing Susp. Ceilf1rg Sprink. Ro i-in Appr dwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. Sa"iolwU� Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Rd. -Elect. Date Requesteu:_ / b Time: AM PM Address: 6 Builder: Pe it#: ?S7 THE FOLLOWING CORRECTIONS ARE REQUIRED: �In actor: Date: OVED _DISAPPROVED _APPROVED SUBJEC TO ABOVE _Call For Reinsp. � u I� I 1' ' I I � It I � al _ _ imp ;� LW 'I :O N ;Fl L"A' V LA �� 4 Nh L00 _y I i �C I I � I 2N I I $ I I � I �M• I � I 1 � xf 1'_ ?Ppm' nw apF a y.�i RRR t� Li1 � r[�q'�� •tel i est �- c: NC n in '4C: WT FIE, 10 Zc � 1A _ r z L rn rte,a r1Z 1 ` Z < 'TD �7�``0 -----+� �-n � AGN iN Ml 1.•T.,k I II 1 � III 1 \I I I I I I I I lj II• I III Q I l 11 I. li I I a(• 1.x'1 .♦ t'� j�`' i ��.;. .� ' `� 1 I I '�� `tl✓w`"1ij i i " t it ov owl Co I 1 i �' i � � 1 I ` I � �' I � .i I.1 ' i!' ' ",''i •• 1 � 11 i I i I `.J �� I (�I I I; ....—.•�I�I~�• Y j�' I {�� i I I a �1 ..� ' 1 I �_ ( r.�.. _� '...�.s-.^L.�..........-L��..rL.�.!,. ..�-I �'—ISI--I I •I I � �^ "Loll, rm '� •� *� CYST D ? tr fi lop ;[L•11`,1 � ty� M s , y y .rn yF1�a T D F �wv pp - nti X. b7 z N jor� C�D Ir" 'LA T13 M L / ►R �^N�+--(��-rte+-� l r.r� r n `1 ---_-L !iLL L st te� ti +q D P1 i 1-7 �"' ^. ——�....._ �LL.3ivJJ�- — _. '..:� _ 1 motif)'.. _,'—_•' i IZ rL -7- ice^�� tea_ xk ao, � H `'•� � � nr V , =xm i�Wi71 t: > tA 1A r cz r^ CCS yr .�> H h C,> oo � Czo r,Z). z ;Z�l DC) CCN ri N M O t D �_ PIPING NOTES: ALL HOODPELISE QU'lCKSEALS AIM REAR UNE uF A7 BURNING WOOD AIM ~ � ~' "�R;F PAN FP,Oti"� LI►v ur �� "� AI rS ��'`.^r /•- ._�. - -r/_ _ci:=L N:7P'__ :'� �.� :�:ERiE -gyp :F 2).� i ` •_ _: :Nh:C� r_?C�S, Tr. ANr I � I •N: ,;NICK: BY IHS i A'_LER 24 E_BO'd AN NCfZ:i 14 I PLAN V IE",, PIPING LAYOUT DETAILS ANSUL DESIGN R-102 RESTAURANT INSTALLATION FIRE SUPPRESSION RECHARGE AND SYSTEM MAINTENANCE (Standard UL 300 Listed) MANUAL i r r Now r .r now r Now W. ON= r r Now ..m e oil' SECTION IV - SYSTEM DESIGN UL EX. 3470 11.1-94 Page 4-24 NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Application Chart The following chart has been developed to assist in calculating the quantity and type of nozzle required to protect each duct, plenum, or appliance. Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping - Hazard Dimensions Quantity Heights Part No. Flow No. Duct or Transition Length - Unlimited 1 - 56927/415567 1 W/1 WS (Single Nozzle) Perimeter - 27 in. (67 cm) Diameter - 8.5 in. (22 cm) Duct or Transition Length - Unlimited 1 - 56928/780782W/2WH' (Single Nozzle) Perimeter - 7E in. (190.5 cm) Diameter - 24 in. (61 cm) Duct or Transition Length - Unlimited 2 - 56928/78078' 2W/2WH' (Dual Nozzle) Perimeter - 150 in. (381 cm) Diameter - 48 in. 022 cm) Electrostatic Precipitator Individual Cell 1 - 56929 1/2N (At Base of Duct) Plenum Length - 8 h. (2.4 m) 1 - 569301415566/417332 1N/1NSIINSS (Horizontal Protection) Filter Height - 20 in. (51 cm) Plenum Length - 4 ft 0.2 m) 1 - 56927/415567/417333 1 W/1 WS/1 WSS (Vertical Protection) Width - 4 ft. (1.2 m) Fryer/Split Vat Fryer Longest Side (without drip board) 15 in. (38 cm) Area - 210 sq. in. (1355 sq. cm) High Proximity 1 27 - 47 in. 418117 230 Low Proximity 1 20 - 27 in. 418118 245 Longest Side (with drip board) 21 in. (53 cm) Area - 294 sq. in. (1897 sq. cm) (Fry Pot must not exceed 15in. x14in. (36 cm x 36 cm)) High Proximity 1 27 - 47 in. 418117 230 Low Proximity 1 20 - 27 in. 418118 245 Range I-ongest Sirio "ligh Proximity) 1 40 - 50 in. 418118 245 28 (71 cm) (102 - 127 cm) Area - 672 sq. in. (4335 sq. cm) Longest Eide 1 30 - 40 in. 4181 9 260 (Medium Proximity) (76 - 102 cm) 28 in. (71 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side (Low Proximity) 2 15 - 20 in. 418120 290 36 tn. (91 cm) (38 - 51 cm) Area - 1008 sq. in. (6503 sq. cm) 'Use?WH norris on 1.S 9890n 6 lbw.aur'sna plenum orouaiml only. SECTION IV - SYSTEM DESIGN UL EX. 3470 3.15-95 Page 4.25 REV. 1 NOZZLE PLACEMENT REOUIREMENTa (Continued) Nozzle Application Chart (Continued) Nozzle Tip �In:4imum Hazard Nozzle Nozzle Nozzle Stampinq - Hazard Dunensions Quantity Heights Fart No. Flow No. Range Longest Side (High Proximity) 1 40 - 50 in. 418118 245 28 in. (71 cm) (102 - 127 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side 1 30 - 40 in. 418119 26 (Medium Proximity) (76 - 102 cm) 28 in. (71 cm) Area - 672 sq. in. (4335 sq. cm) Longest Side (Low Proximity) 2 15 - 20 in. 418120 290 36 in. (91 cm) (38 - 51 cm) Area - 1008 sq. in. (6503 sq. cm) Griddle Longest Side (High Proximity) 1 30 - 50 in. 418119 260 48 in. (122 cm) (76 - 127 cm) Area - 1440 sq. in. (perimeter (9290 sq. cm) located) Longest Side (High Proximity) 1 30 - 50 in. 418120 290 30 in. (76 cm) (76 - 127 cm) Area - 720 sq. in. (center located) (1829 sq. cm) Longest Side (High Proximity) 1 35 — 40 in. 569301415566/417332 1N11NS/1NSS 36 in. (91 cm) (89 - 102 cm) Area - 1080 sq. in. (perimeter (2743 sq. cm) located) Longest Side 1 20 - 30 in. 418120 290 (Medium Proximity) (51 - 76 cm) 48 in. (122 cm) (perimeter Area - 1440 sq. in. located) (9190 sq. cn) Longest Side (Low Proximity) 1 10 - 20 in. 418121 2120 48 in. (122 cm) (25 - 51 cm) Area - 1440 sq. in. (perimeter (9290 sq. cm) located) Chain Broiler' Longest Side - 34 in. (86 cm) 2 10 - 26 in. 56927/415567/417333 1 WI1 WSl1 WSS (Overhead Protection) Area - 1088 sq. in. (25 - 66 cm) (7019 sq. cm) Chain Broiler Length - 43 in. (109 cm) 2 1 - 3 in. 56930/415566/417332 1N11NS/1NSS (Horizontal P,otectiot.) Width - 31 in. (79 cm) (3 - 8 cm) Gas-Radiant Char-Broiler Longest Side - 24 in. (61 cm) 18 - 40 in. 418118 245 Area - 528 sq. in. (46 - 102 cm) (3406 sq. cm) Electric Char-Broiler Longest Side - 34 in. (86 cm) 1 20 - 50 in. 569301415566/417332 1NI1NS/1NSS Area - 680 sq. in. (51 - 127 cm) (4388 So. cm) Lava-Rock Broiler Longest Side - 24 in. (61, cm) 1 18 - 35 in 56930/4155661417332 1 N/1 NS/1 NSS Area - 312 sq. in. (46 - 89 cm) (2013 sq. cm) •Minimum Chun 0101101 WNW ownmp - 12 m . 12-n (31 cm.31 ml oma not less man 60°r o1 m1ws,wo'ler un SECTION IV — SYSTEM DESIGN UL EX. 3470 6.1-91 Page 4-2 REV. 1 NOZZLE PLACEMENT REQUIREMENTS (Continued) Duct Protection (Continued) DUCT ►The 1W and 2WH nozzles will protect the following: 4. Single Nozzle (2WH) Duct Protectior.. UREA Mwll[OIA One 2WH nozzle will protect ducts with a maximum poem• tx Nm MMC THAN Tt1AWSrIION Star of 75 in. (190.5 cm) or a maximum diameter of 24 in. N.1 to eq") (61 cm).The nozzle must be installed 2.8 in.(5-20 cm)Into the center of the duct opening and positioned as shown in Figure 4. FIGURE 6 6. Dual-Nozzle Duct Protection: / Two 2WH nozzles will protect ducts with a maximum penm z_. Y ► eter of 150 in. (381 cm) or a maximum diameter of 4,q in. (s-20 an) (122 cm). The nozzles must be installed 2-8 in. (5-20 cm) into the duct opening and positioned as in Figure 7. I FIGURE 4 ► 5. Single Nozzle (2WH) Transition Protection: V ► One 2WH nozzle will protect transitions at the point where the perimeter of 75.in.(190.5 cm)or the diameter of 24 In.(61 cm)or less begins within that transition.The nozzle must be placed in the center of the transition opening where themaximum perimeter or diameter begins as shown inFigures5 and 6. DDUCT LENGT}�I1A LE DUCT DUCT ✓ LENGTH 1 MODULE PEAIMP7EA No'M0CIE THAN „�TRANSITION 'S.IN.(190.5 amt FIGURE 7 / NOTICE In installations where a UL listed damper assembly is employed,the duct nozzle can be installed beyond the 8 in. (20 cm)maximum, to a point just beyond the damper assembly thfit will not interfere with the damper. FIGURE 5 SECTION IV — SYSTEM DESIGN UL EX. 3470 11.1.94 Page 4-8 t NOZZLE PLACEMENT FIEQUIREMENTS (Continued) Plenum Protection (Continued) Exception:When the plenum chamber containers filters that do not exceed 10 in. (25.4 cm)in height and the 1 N nozzle can be 12 IN (30 cm) installed at the intersecting center lines of both filter banks and MAXIMUM not exceed the 2-4 in. (5 to 10 cm)distance from either filters. IN 1 //A J a single IN nozzle can be used. See Figure 27a. (10 cm) e IN (20 cm) MINIMUM 2-4 IN. j 2-4 IN NOZZLE TIP 1� (e-10 ern) (S1Ucm) MUST BE WITHIN THIS AREAtN NOZZLE/ FIGURE 26 IN NOZZLE — PART NO. 56930 l One 1N nozzle will protect 8 linear feet (2.4 m) of single filter 101N (ts.cm) bank plenum or two 1 N nozzles will protect 8 linear feet(2.4 cm) MAXIMUM of "V" bank plenum. In either application, the nozzle(s) must be mounted in the plenum,2 to 4 in.(5 to 10 cm)from the face FIGURE 27a of the filter, centered between the filter height dimension, and aimed down the length. The filter height must not excead 20 NOTICE in. (51 cm). See Figure 27. If 1 N nozzle coverage does not exceed 7 linear ft. (2.1 m), the nozzle can be mounted 2 to 6 2-4 IN. in. (5.15 cm) from the face of the filter. IS—10 cm) a F?.(2 4 mI MAXIMUM For a plenum,either single or"V"bank,with a linear extension longer than 8 feet(2.4 m), each bank may be protected using one 1 N nozzle every 8 ft.(2.4 m)or less depending on the overall length of the plenum. See Figure 28.The nozzles may point in / the opposite directions as long as the entire plenum area is pro- // \ tected,and the 8 ft.(2.4 m)limitation is not exceeded.See Figure 29.The nozzle positioning shown in Figure 30 is not an accept- / \• able method of protection because the plenum area directly under the tee is not within the discharge pattern of either nozle. MAXIMUM 2011, 0N 151 cm) i MAXIMUM a FT (2 4 m)� \� MAXIMUM8 FT 12 A nil r ' I MAXIMUM 1 2 IN 2-AIN )5-10 curl / / /)))r✓✓✓ e FT (2.m) QI 4, MAXIMUM �`✓ / 24 FT rT2 m) MAXIMUM \•V I � / FIGURE 28 201N.1St cmI MAXIMUM FIGURE 27 4 SECTION IV — SYSTEM DESIGN UL EX. 3470 3-15.95 Page 4.14.1 NOZZLE PLACEMENT REQUIREMENTS (Continued) Griddle Protection 30 IN CMI ml JB IN 191 cml The R 102 system uses four different nozzles for the protection T MAXIMUM 01 orlddles. One of the applications requires a one-flow nozzle and three of the applications require a two-flow nozzle. — \ One-Flaw Griddle Protection q IK 1. High Proximity Application:35 in.to 40 in.(89 to 102 cm) above the cooking surface. I I I I �This high proximity application uses the 1 N nozzle,Part No. I I 56930. I j The nozzle tip is stamped Nith 1 N indicating this is a one- I /� I I flow nozzle and must be counted as one flow number. One 1N nozzle will protect a cooking area of 1080 sq. in. \�\ (6968 sq. cm) with the maximum longest side of 36 in. _ (91 cm). When using this nozzle for griddle protection, the nozzle must be positioned along the cooking surface perimeter to a maximum of 2 in.(5 cm)inside the perimeter,and aimed to the midpoint of the cooking surface.See Figure 408 and 4Cb. NOTICE When using this type of griddle protection, only 5 flow numbers are allowed on a 1.5 NOZZLE LOCATION gallon system and only 11 flow numbers are I I 0 - 2 IN (0 - s cm) r allowed on a 3 gallor, system. I I INSIDE PERIMETER f OF COOKING SURFACE i I ---ALO IN.1102 cm) I If�1 1 MAxIMVM EDGE OF I I /I I HEIGHT OF 2KING 60 NOZZLE TI° SURFACE I I I I JS IN 169 cml I I I I MINIMUI.1 HEIGHT OF 260 NOZZLE I TIP* I li ii 1 l I FIGURE 40a I MIDPOINT OF 1 COOKING SURFACE -+1 I T I ice- I I l I (— -------- LJ I IN NOZZLE LOCATED ALONG COOKING SUIFACE EDGE ANY GIDE OF GRIDDLE SURFACE WITHIN;, - 2 IN 10 - 5 cml Or COOKING SURCACE EDGE NOZZLE MUST QE AIMED AT MIDPOINT OF COOKING SURFACE FIGURE 400 SECTION V — INSTALLATION INST AUC- IONS UL EX. 3470 5-1-90 Pace 5-;5 INSTALLING THE REMOTE MANUAL PULL STATION (Continued) REMOTE MANUAL PULL STATYJN SINGLE APPLICATION 0 -+-PULL EY ELBOW 0 WIRE ROPE OVAL SLEEVE CABLE / LEVER RELEASE \ / MECHANISM JUNCTION BOX LOCK BAR (NOT SUPPLIED BY ANSUL) I BREAK ROD 8 I , PULL. I I �,,.�,i �-•SIDF.STUD REMOTE MANUAL/ PING PULL HANDLE STATION FIGURE 40 PULLEY TFE REMOTE MANUAL PULL STATION DUAL APPLICATION O �"I PULI EY ELBOW �_WIRE ROPE OVAL SLEEVE. I I \1 w / RELEASE MECHANISM CABLE LOCK BAR I I JUNCTION BOX LEVER (NOT SUPPLIED BY ANSULI 8 I I PULL PULL I �,{� ' REMOTE �i I I REMOTE MANUAL. MANUAL. PULL PULI. STATION STATION F' "(RF a I ac: IUr. - INS i F_"A i.iUN iNSThUCTIUNS UL EX 3470 6-1.91 Page 5.16 REV. 1 INSTALLING MECHANICAL GAS VALVE (Continued) 7. a. Use new pipe, properly reamed and cleaned of metal 12. With the end of wire rope already tnreaded through hole chips. in air cylinder rod, slide stop sleeve(Part No. 26317)onto b. Make certain gas flow is in the same direction as arrow wire rope and leave loose Do not crimp stop sleeve at this shown on gas valve. Tr, avoid cracking the gas valve time. See Figure 43. casting, do not overtlghten pipe connections. If pipe 13. Cock mechanical gas valve as shown in Figure 48. tape, paste, spray, or similar lubricant is used, extra care should be taken to avoid overtightening. Apply ANSUL MECHANICAL GAS VALVE lubricant to male threads only. c. Wrench tighten pipe to gas valve. DO NOT USE GAS COCKING VALVE AS A LEVER WHEN INSTALLING OR VALVE I LEVER DAMAGE MAY OCCUR. See Figure 46. d. If strainer is utilized,attach strainer ahead of gas valve. e. It necessary, install drip leq in aas line in accordance _ with the authority having jurisdiction. f. The total length of wire rope allowed for each valve must not exceed 125 ft. (36 m). c The maximum number of pulley elbows allowed for �y syJ✓ each gas salve is 12 of Part No. 16426 or 18 of Part No. 45771. S. Install 1/2 in.conduit,and pullev 3lbow(s)from the mechan- ical gas valve to regulated release assernuly enclosure as necessary. ►. COCKED OPEN POSITION FIRED CLOSED POSITION o Beginning at the regulated release assembly,thread the end ASCO MECHANICAL GAS VALVE o' the wire rope through hole provided in air cylinder rod. See Figure 43. 1 C Feed end of wire rope through conduit and each pulley elbow. CLEVER COCKING Make certain that wire rope rides on top and in center of o P pullev sheave. If the 50 It.(15 m)wire rope hes been spliced to accommodate a longer run,do not allow the spliced ends to be within 12 in. (30 cm) of any pulley elbow or conduit aoaotor. Remove side cover on gat valve and thread end of wire rope tnroueh hole in Cocking lever. Slide stop sleeve (Part No. — 26317) on to wire rope and crimp (Use the National Tele- L� phone Supply Company Nicopress Sleeve Tool Stock No -� I 51-C-86;or equal to properly crimp stop sleeve.)Make cer- tain crimp Is on top of cocking lever, with wire rope curled under lever. See Figure 47, COCKED OPEN POSITION FIREL CI OSED POSITION FIGURE 48 14. Raise air cylinder rid ''UP"to its maximum extended posi- WIRF ROPE tion, See Fioure 43. 15. Manually pull wire rope to remove cx^_Pss slack. STOP SLEEVE NOTICE DO NOT ACTUATE THE MECHANICAL GAS \� COCKING VALVC. Each Mechanical Gas Valve System LEVER must have aas valve cocked and air cylinder rod extended"UP"to its maximum extension before completing next step. 16. Slide stop sleeve against air cylinder rod, make certain all slack is removed from wire, and crimp stop sleeve. See FIGURE 47 Fioure 43. 17. C,jt off any excess wire rope approximate:y 314 in. (2 cin) from end of stop sleeve. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639 41 1 Inspection: Footing Susp. Ceiling Sprink. Ro h-in Appr/Sdwlk Foundation Plbg. nders b �IOMech. Rough-in Fireplace Post/Beam Struct, Plbg. Top Out �tLr Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framino -Plumb. Alarm Water Line Insulation -Mech. U(!!!e_rflr. Ins Shear Wall Gyp. Bd. -Elect. Date Requested/: Id-9 / Time: AM �PM Address: [ -3 fy Builder: �1 C�, Permit THE FOLLOWING CORRECTIONS AHE REQUIRED: Inspector: ^_ Date: k `APPROVED DISAPPROVED APPROVED SUBJECT 10 ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspection: _Q yL, k. �,. Footing Susp. Cei ing Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Eleough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: C� I� `( �_Time: '�AM.. PM Address: 1-3 6`l Builder L ^�I� 1 L Z C,`S cl Z Permit a: L c1 S' G THE FOLLOWING CORREC)IONS ARE REQUIRED: Inspector:., Dale: ,APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE / Call For Reinsp. ]., CITY OF TIGARD BUILDING INSPECTION NOTICE Insp-lion Line,( ec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprir . Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sever Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -P:umb. Alarm Water Line Insulation -Mech, Underflr. Insul. Shear W II Gyp. Bd. -Elect. Date Requested: �� c/-� Time: AM PM Address: Builder:—!2,2, v Permit # THE FOLLOWING CORRECTIONS ARE REQUIRED: .000i Inspector: i Date: V_,�APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Orogon 97223#8199 (503)639.4171 PLUMBING PERMI'r' PF-111MIT #. . . . . . . : PLM95-.-017,.*1 39-417� DATE ISSUED: 08/18/95 Pi-4RCEL: ;?G10;2CB-0"-'5@0 tiDDRE"JI5. . . . 13090 SW PACIFIC HWY FREWINGS ORCHARD TRACTS; ZONING: C—G . . . . . . . . . . LOT.. . . . . . . . . . . . .. .. WORK. . :NEW GARBAGE DISPOSAL.G. . 1 MOBILE HOME SPACES. DF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . :3 i)Ni: f' 5RP. . i A3 FLOOR ORAINS. . . . . . . : 11 TRAPS. . . . . . . . . . . . . . . 1-.5. . . . . . . . : 1 WATER 4E"TERS. . . . . . : 1 CATCH BASINS. . . . . . . I X T UFS, LAUNDRY TRA*�"" SF RAIN DRAINS. . . . . :6 o URTNALS. . . . . : 1 GREAEr--. TRAPS. . . . . . . . T 0 R 1 L S. 4 OTHER FIXTURES. . .S.-'51 lCjWERS. . . . a SEWER LINE (ft) . . . . 3 WATER LINE (ft) . . . . f�HWC-)SHF RS. . . . : 1 RAIN DRAIN (ft ) . . . . plumbing for, the dr-iye- tht,,A 1-4esital_11--at'1t. 11'315CR3 ROAGTER;i CORPORATION type amol.tnt by date r^e'::Pt W. ("YPRES CIRCLE ROAD PRMT $ 396. 00 JSD 08/16/95 95-26951', PLT>'1 $ ")'-). 01") IT)D D 108/ 1C3/rye '�Sj LnUDERDALL FL 33309 5!-ICT t 19. 80 JGI) 918/18/95 95-216951e - :..U1"1E--INC3 INC Nc 23TH ST Ws') 90682 '-.514. 130 TOT()I- 4. 000744 REQUIRED INSPECTIONS ,s persit is issued subject to the regulations contained in the i- iric-A] Itispectiori ;ad Municipal Code, , 3t? of Ore. Specialty Codes and all othv :.:icable laws. All work will be done in accordance with plans. This ptrait will expire if work is not starte' :,-in 180 days of issuance, or if Lark is zusperded for sort all Call for 639-4.175 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. Permit # Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE "•'•'°'o.•.r.Rw� slew Sinale Family Residences Only Ad*w ❑ 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job t v L13 BATH HOUSE 5225.00 Address awsM. . Fee includes all plumbing fixtures in (he dwelling and the first 100 feet -22 6 of water service, sanitary sewer w d storm sewer. See fees below. N• "•^•°'s^^••• FIXTURES QTY PRICE AMT ll Sink 900 Z- U." 0 "^°^• Lavatory i- 9.00 n � Owner �i!`'I (,L_ C� Czy(5) Tub or'rub/Shower Comb. 9.00 r.'a•'• t' • Shower Only 9.00 L,�-JiVAAlt < fj Water Closet 9.00 N.-1«-..°'W^•••1 Dishwasher 9.00 Garbage Disposal 9.00 Occupant Wp �,�• Washing Machine r 9.00 Floor Orain I 9.00 �"�"TM"• Water r:,iter 9.00 Laundry Rc im Tray 9.00 '+•'•• Unnal 9.00 Other Fixtures (Specify) 9.00 OU"wrw °^°^• u-Cal( 9.00 V �fF lacy (v�V, 9.00 1 aMwr. zip ) l i QC j. { ._ 7�C�( 9.00 Sewer 1st 100 30.00 3 W.R"...W N. -_ cw NO T•• Sewer -ea. Addit. 100' 25.00 Water Service 1st 100' _ 30.00 1 hereby acknowledge that I have read this application, that the Water Service ea. Addit. 200' 2500 information given is correct, that I am the owner or authorized agent of -the owner, that plans submitted are in compliancr, with State laws, that Ston &Rain Drain 1st 100' 30.00 1 am registered with the Constructioc Contrar!ar's Board, that the Storm &Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State registration, please give reason below.) Mobile Home Space 25.00 Back Flow Prevention Device or Anti-Pollution Devine 9.00 1 ] r �•^•• °w^^«•°•^' Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new Q addition Q alteration repair U Catch Basin 9.00 to be done residential G non res;dential Q Insp. of Exist Plumbing 40.00/hr Specially Requested Inspections 40.00/hr Existing use of building or property _ _ Rain Drain, single family dwelling 30.00 Residential backflow ,.,vention devices 15 C9 Proposed ,se of building orproperty 9 L '(Except residential backflow prevention devices) NOTICE 'Minimum Fee $25.00 SUBTOTAL y' IC PERMITS OECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5% SURCHARGE I(7� qy, CONSTRUCTION OR WORK IS SUSPF-NDEC OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED PLAN REVIEW 25% OF SUBTOTAL TOTAL Special Conditions Date issued ��by 11+ I Ile I") If I t I I If 1. WY)0 Sw PAC,I I I C. I Iw v KUNNFY kj)V,'FV?!-j Rif I -I(IS71 10 1 I'll AMI )NI 1-4W) I (It l'o NI RI Ut I P I NO. 11 IFAAA OMIAIN I 7 I"ji . 44 141 Illyll 1 DIl'i 1 IIJIMO 11,11*,, till IJ-Vill (.11MIAINT 0. 00 if it I1,11 i0!; 1 1-1.,ov, NV ..I t (I I 1 PlillYW N1 (It I I 1 111111" 11414") W)NI.AJLJVV,R W4 11.11.1 1 V 1') 1. 4AbF1IP t 1 .1 (it Pi lyNt WI I fill it 11�•l I 4•'{1111 II i 111 11.1 1 11 t') Fit v)) '11 k1N' 1'14�L 10 If t`,1 Of CITY OF TIGARD BUILDING INSPECTION NOTICE ] Inspection Line (Re. ')-Phone): 639.4175 Business Phone: 639-4171 11 Inspection: Footing _ Susp. Ceiling Sprink. Rough-in Appr/Sdwlk foundation\ Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San, Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Wates Line Insulation -Mech. Underflr. Insul, Shear Wall (, Gyp. Bd. -Elect. Date Requested:_- �` 7 S Time AM G 46RM Address:_�� U_ ,�Cil Builder THE FOLLOWING CORRECTIONS ARE REQUIRED: \ J U v .i Inspector: " �' Date: ' ( 7/ J I _P'ROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE /�—� Call For Rvinsp. CITY OF TIGARD BUILDING INSPECTION NOT;CE \1, Inspection Line (Rec 0-Phone): 639-4175 Business Phone: 639-4171 7�1/nspedicn: Footin`) Susp. Ceiling Sprink. Ro gh-in Appr/Sdwlk Foundati-)n Plbg. Underslab Mech. Rough-in Firepl,:-a Post/Bears Struct. Pibg. Top Out EIP Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wail Gyp. Bd. -Elect Date Requested: jr� Time: AM /' PM Address: .�C7 iAG-1 Builder: 'l �- ? —Permit #,I�e THE FOLLOWING CORRECTIONS ARE REQUIRED: 1 j i — a Insp tor: �!— Date: 4 �rJ PPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Reinsp. L- Community Development ELECTPICAL PERMIT APPLICATION 13125 SW Hall Blvd Tigard, OR 97223 Planck/Rec. # Permit # Phone (503) 639-4171 Date Issued FAX (503) 684-7297 r CITY OF TIOARD TDD No. (503) 684-2772 Issued by Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of !Development lret?0 11 El�c�e Number of Inspections per permit allowed Address Q � t t 1 c � ��, Service included Items Cost(ea) Sum Oe. Aesidenlial- unit 4 City/State/Zip__ c 7 �_= r. 1000 sq It or lees P� $11000 Name (or name of business) _ Each additional 500 nq it or ^ 1 portion thereof 1..500 C.OmmerClal Residential❑ I mdsd Energy $25 on Each Manut d Noma or Modular 2 Dwelling Service or Feeder sm 00 2a. Contractor Installation only: 4b.Servicer or 'seders Installation,allpralion,or rolocalion 2 Electrical Contractor _ _ _ 200 amps or less $6000 2 Address _ 201 amps to 400 amps — $80 0o 2 401 amps to 800 amps $12000 2 City Stal@Zip _�— 801 amps to 1000 amps —'� $18000 2 Phone N0.1'`I(C _ Over 1000 amps or volts $14000 2 Contractor's License No. Reconnect only $5000 _ Contractor's Board Reg. No. � 4c. Temporary Services or Feeders Inslellahon alteration or relocation 2 Signt_' re of Supr. Elec'n_ 200 amps or lass $5000 2 License N0. Phone No. 201 amps m 400 amps $7500 2 --- 401 amps to 800 amps $10000 (Nor 800 Raps to 1000 volls 2b. For owner installations: see•b•above 4d. Branch Circuits Print Owner's Name —_ N,isv alleraHon or extension per panel Address a)The fes for branch crrnr4s with City State Zip purchsw of aarrke or faadar 1/ r 2 Earflea. _h branch circuit -,h $500 r7 / Phone No. b)The fee for branch circuits without The installation is being made on property I own which is purchase of Barks or fsadar As*. 2 not intended for sale, lease or rent. Fast brant,circuit $3500 2 Each adcrAional brands circuit $500 Ownce's Signature 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump nr irrigation cods $4000 _ 2 Fnch sign or outline lighting $4000 Signal clmud(s)or limited energy 2 Please check appropriate item and enter fee in section 58. panel,anerahor or edenswn `7L. $40 00 4 or more residential units in one structure Minor Labels(10) _ $10000 Service and feeder 225 amps or more System over 600 volts nominal 41. Each additional inspection over Classified area or structure containing special occupancy the allowable in any of the above ^� as described in N E.C. Chapter 5 par inspection $3500 Per hour $5600 In plant $5500 Submit 2 sets of plans with application where any of the above apply. Not required for temporary construction services. 5. Fees: Ss. Enter total of above fees $ c NOTICE 5%Surcharge(05 X total fees) $ j tj PERMITS BECOMC: VOID IF WORK OR CONSTRUCTION Subtotal $ 77 AUTHORIZED IS NO i COMMENCED WITHIN 180 DAYS,OR IF 5b. Enter 25%of line A for 2 i CONSTRUCTION OR WODK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec 3) $ J/. A PERIOD OF 180 DAYS AT.x NY TIME AFTER WORK IS Subtotal $ J r 5 COMMENCED ❑ Trust Account N $ Balance Due $ wa.ManrMvuMc pm� is�arffflrwaaiotlrr c I I y IIF r I(;I 4!�I RI 1 .4 W] N11. 1100,11,41 ill 4M. t ALI. C I TY F.1 F'I' 114 11 111111111,41 4n. Vlkh HMO* Yl St,py I I-I ( OHP J•i 1 1,1-111 . (AM, 17/4h 501.0 NW DHM�JA3 VAN( 1.'1114,4 R, W11 914.61 - OF t,t4YMf-Nf 101011M 11f1110 I'(11-11,111-A III 11fill"Ill"11 flivilifirli ITOO LI H 1.(3-11 ('•F RMI I ON (Aft-L.CK U17 t itAW 5W t-MC IF t 1"' MlY KRNNY RollkW; Hi If-iH 11•W:; lillill f!MtlllNf P010 "Jo N F�E A & E DESIGNERS, INC . August 16 � Ir!', 1995 I f I tel 503-639-4171 Y fax 503-684-7297 Jim Funk Plan Reviewer City of Tigard 13125 S W Ha!! Blvd. Tigard, OR 97233 I RE: Kenny Rogers Roasters Restaurant, Tigard OR Dear. Mr. Funk, Attached please find the revised fol Indation detail for the Kenny Rogers Roasters Restaurant project in Tigard OR. The peripheral continuous footing will be solid-Loured concrete as shown on the accompanying detail. We will revise this change to our construction d;'awings just as soon as possible. However, in the meantime, please proceed with fie foundation permit and or whichever phase of the permitting procedure can he accomplished. Sincerely, Earl F. %AcKinney, PE Chi--f Consultant U NO ficeVettersWrtlgar.wpd 860 CORPORATE DRIVE, SUITE 1059LEXINGTON, KENTUCKY 40503-2748*TELEPHONE(BOBI 223-81236FAX(BOB) 223-4848 O � I III III °°0°- 10 —111 III III I . W co . a - I I I_____I I I _� °' a--- -- a - Z ° � Ank Al: N- q : i o e e. e N B li P I _ LI o�ozz � Q U • Construction Inspection&Related Tests Carlson Testing, Inc. Geoteclutical Consulting P.O. Box 23814 JOB NO• — 95-384 ---- Tigard, Oregon 97231 ALIT 08 , 1995 Phone (503) 684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503)684-0954 Client :-.CHMID I' LXCAVA TING IN _— Project KENNY RUGERS RQA�jI Ek T 1 GARD , OR T Material Description 2"-0 RE,'IECT FROM COBB RUCK: — Max. Dry Density 123 -0 _lbs./cu. ft. Optimum Moisture 17 -2 __ % Method of Test AASH T O 1-180 Serial k 1 414u NUC 3440 DAT E OF TES % ADJ. F_LEV. FIELD IN-PI-ACE DENSITY % TEST NO TEST LOCATION PARTICLES DESE N§. FT.— MOISTURE ET BS/CU.DRY COMPACTION `,f- RIGHT OF WAY , - — -- 1 NORTH OF GARRET I .' ' 7-28 10 .4 136 .4 123 .6 100 �F RIGHT OF WAY , .:' NORTH OF GARRET � . - 7-28 10 .6 136 .01 123 .0 1 (pi SF FILL UNDER SIDMALKS s AL014G GARRAT STREET , EAST ENC) ,=.F FILL UNDER SIDEWALKS 4 ALONG GARRAT STREET , CENTER I 1 34 I I .C, 'JH 1,F FILL UNDER SIUEWALKS 5 ALONG GARRAT STREET , WEST END I I FILL UNDER SIDEWALKS ALONG 99W , CENTF_R FG l t.I .,t 1313 .6 122 .0 -- I= — T U P EAST CENTRAL SECTOR RGH GRDE 1 134 .4 ] T OF' - 6 WL I CENTRAL SECTOR RGH GRDE ]. , . ' 36 .2 SF BUILDING FIAD , 9 NORTHWEST CORNER 1 .4� .1.20 .9 I l IJ1LDING PIAD , SOUTHEAST CORNER 14 .t- 140 . ] 9 .2 99 Remarks: I I Y ()I- I T.GAR17) HAIRP T'--, MC Mt_1NAGL.E 0 h IHF1A1._I /D. WHITEHEAD/G. WAT50N/MM Tested by __.__.._._ _ _ CARLSON TESTING INC. Information contained herein is not to he reproduced, rxcept in full, withow prier authorization from this office. Carlson Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 'iigard, Oregon 97281 MOISTURE - DENSITY RELATIONSHIP CURVE Phone(503)684-3460 FAX(503)684-0954 Client: SCHMIDT EXCAVATING INC 8-07-95 Project: KENNY ROGERS ROASTER 95-3842 Location: ON-SITE Sample: 2"•-0 REJECT FROM COBB ROCK Test Method: AASHTO T-180 METHOD"D",T-27,T-265 Sample Methods: AASHTO T-2 Preparation Method: MOIST Type of Comp.Hemmer: PIE WEDGE Compactive Effort: MECHANICAL Percent Passing 3/4"Sieve: 73.8 % Oversized Material: REMOVED Date Received: 7-28-95 Date Tested: 8-01-95 OPTIMUM MOISTURE: 17.2 % TESTED MAX.DRY DENSITY: 119.3 Ib/ft3 COARSE PARTICLES: 26.2 % ADJUSTED MAX DRY DENSITY: 123.0 Ib/ft3 120 Bulk Spec.Gravity 119 - — Coarse Particles = 2.375 119 -- -- -- -- - m Za 117 — Z W 116A A 115 - - - - --.. 114 ---- - ------ -- --- —1131 1 13 14 15 16 17 18 19 70 MOISTII CONTENT (%) Zero Air Voids Linc Baced on Assumed Specific G ravity = 2.90 cc: CITY OFTIGARD HARRIS MCMONAGLE ASSOCIATES Information contained herein is not to he reproduced,except in full,without prior authorization. CITY O TIGARD BUILDING IN PECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Businass Fhone: 6:39-4171 `9- Inspection: / � L'yl i Footing Susp. Ceiling SprI ik. Rough-in Appr! dwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San, Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Meeh. Underilr. Insul. Shear Wall Gyp.-Bd. -Elect. Z c Date Requested: �' Time: AM PM 2 Address: �> �- w q �� Builder: Permit #:,-aC / `' �1kx) THE FOLLOWING CORRECTIONS ARE REOUIfirD: Inspector: ccnn - c i _ Date �9APPROVED __DISAPPROVE,) _APPROVED SUBJECT TO ABOV11 E _Call For Reinsp. 7 /x-11" Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. — Tigard, OR 97223 Planck/Rec. # 9S-a6i"966" /95-- Permit 5 -Permit # Phone (503) 639-4171 Date Issued CITY OF TIGARD FAX (503) 684-7297 Issued by / TDD No. '503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of DevelopmentZ?A'W �0 SRS �OcI.STP Number of Inspections per permit allowed Address �� L' �n�� - Service included Items Cost(ea) Sum City/State,/Zip�/Z C 4e. Residential-per unit 4 `�- 1000 era It or Ince $11n 00 Each additional 500 ea It or Name (or name of business) porlronlharaol 12500 1 Commercial Residential El Limited Energy $25 u0 Each Manuf d glome or Modular 2 Dwelling Service or Feeder $6800 2a. Contractor Installation only: 4b.Services or Feeders /� T C / Installnlion alteration or relocation 2 Electrical Contractor 1, l I Cf Q C- •>E,< y zoo am, or I.ee _ $so 00 2 Addie '—vl a w' �� 201 amps to 400 amps $8000 — 2 city r ct)L mel( State,LUe, - Zip sol amps 0100amps $12o00 2 'f � 601 amps l0 1000 amps __ $160 00 Phone No. t✓1 Over 1000 amps or Vohs $34000 2 Contractor's License No. '4 C Reconnect only $5000 Contractor's Board Reg. No. -701 _ 4c. Temporary Services or Feeders installation alleralion or rolocmon Signature of Supr. Elec'n 200 amps or late $5000 _ 2 Licensa No.36 ?S Phone No.S 201 amps to 400 amps $7 00 2 -�- 40' amps to f700 am pe $10000 Over 600 amps to 1000 Vohs 2b. For owner Installations: nae•h-abme 4d. Branch Circuits Print Owner's Name ,..�_ New alteration or extenwon per panel Address n)The las for branch circuits with -rI. purchase or service or Nagler he. 2 City_ S ateZip__— Each branch circuit _ 1500 _ Phone N0. _ b)The trte for branch arcuhs without The installation is being made on property I own which is purcheee of Somite or Nader Ne 2 riot intended for salt, i-ase or rent. First branch cram $3500 _ 2 Each addiliorwl branch circuit $5 00 Owner's Signature4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or irrigation rade $4000 2 Each sign or outline light-ng $4000 _ Signal cimut(s)or a limited energy 2 Please check appropriate item and enter fee in section 5B. panel PlIeration or extension $4000 4 or more residential units in one structure Minor I abels(10) $10000 Service and feeder 225 amps or more System over 600 volts nominal 4f. Each additional inspection over _ Classified area or structure containing special occupancy the allowable in any of the above as described in N E.0 Chapter 5 Per Per hour hour ,on $5500 _ $55 00 In Plant $55 00 Submit 2 sets of plans with application where any o!the above apply. Not required for temporary construction services. 5. Fees: NOTICE 5a. Enter total of above fees $ 5'/Surcharge(05 X total fees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ _ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec 3) $ A PERIOD OF 180 DAYS Al ANY TIME AFTER WORK IS Subtotal $ COMMENCED ❑ Trust Account# $ Balance Due $ S.7 5-0 .ee+�.u.wwi.ra�v i i i CITY OF "riGARD - RE'CEIPT OF PAYMENT RU(..FIr'T NO. :95--F:6P)968 CHE=CK OMOUNT ; 1.52. 0Q) NOME. a ALL CITY k'.LEt".1"RIC SFRVICE: CASH AMOUNT vi. 00 ADDRESS a CORP. PAYMENT DA-rE : 08/07/95 501.0 N. W. DANIELS SUBDIVISION t VANCCIUVF.R WA. 1866:3-- PURPC1 5E. CIF F',AYME:.NT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID r'l EC:'FRICAL PERMIT Citi. 00 ST. BUILD PFR r . 00 Fl-(7,95-0300 K{::NNY ROGERS ROAF+TERS TOTi l- AMOUNT PAID CITY Or TIGORD - RF-C EiCST OF F'AYP4FIVT E2F:C:E'IPT NO. e95•-•C'W'7 C'HE=.rR AMOUNT a 0. 5O rdiallE s ALL... CITY F=1_F`CTR I C !iF:RVCF c'F1f:Al AMOUNT 0. 00 CUFF'. PAYMENT GATE" 0E1,0 5010 N, W. DANTFL_�-) FHSDIVI9ION a VP1.01IVE R W-1. 98f-6)-- r'UP 1S[-. CIF r,nYME"N-r AMCi NT PAID PLIRPO E= OF PAYMENT AMOUNT PAID >1 . LIIL.n/F; fI�� U 0. 50 r KF:.NNY ROT-Rb RIIASTF..RS TOTAL_ AMI-1 t 1 PAID - - ) W. so Construction Inspection&Related Tests Carlson Testing, Inc. Geateduuoal Consulting P.O. Box 23814 Tigard, Oregon 17281 Phone(503) 684-3460 FAX (503)684-0954 August 3 , 1995 ♦95-3842 .CTI t.L 14- 1 Permit No. FIELD INSPECTION REPORT DATES COVERED: July 26 , 1995 PROJECT: Kenny Rogers Roaster ADDRESS: Tigard, OR INSPECTOR: K. Thrall ♦07-26-95 : CTI representative was on site to verify removal of strippings. All roots, grass , etc. , over 1" in diameter have been removed and area is now ready to proceed. ♦347.3,709 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this cffice. Respectfully submitted, CA S TESTING C. Dou las W. Leach Pr ident T: tcb cc: Schmidt Excavating Inc. City of Tigard Harris McMonagle Associates P CITY CSF TIGARD P,ERMIT #. . . . . . . SIT95--001'7 COMMUNITY DEVELOPMENT DEPARTMENT DI-+1 E ISSUED: 07/23/95 13125 SW Hall Blvd.Tigard,Orogon 97223*81199 (50.1' 639-4171 PARCEL: 2S102-,CB--02500 (iDDRES0. 1301310 SW PACIFIC HWY Ul?UIVI:3ION. . . . . FREWINGS ORCHARD TRnCTS ZONING: C--G . 7. . . . . . . . . LOT. . . . . . . . . . . . . . 7 '�:,L JF WORK.NEW PAVING'.. . . . . . . . . .ly REGO. NO. L ,,EV VOLUME. : Cy GRADING?. . . . . . . . :Y VALUE. . . $ : 13-:1080 1131-LIME. : Cy LW,1DGC0P1NG*!. . . . .Y FILL?. . . . . . :Y SITE PREP?. . . . . . ;,,[,T REQ.D? :Y STORM DRAINS?. . . ;Y IMPERV SURFACE. . : 5f D;.Aild a drive tfil-o'Juti iresst,al.,.-r-ant with sit do-,in dining for- 1-tp to 8121 Site work only ' FEES ROGER*] ITOASTERS coRr-nWrION t y p'? clmnrAnt by Fate )-,ecpt A. CYPRESS CIRCLE ROAD FIRMT $ 515. 50 B 07/19/95 95 713 D 07/19/r)5 1)5—i::&823 LOUDERDALE FL 33309 PLGK s 335. OE3 B 07/19/95 95-26823b ',05- 489 7348 EROS $ GO. 00 b 07/1 395 r3'5 ERPC $ 26. 00 B 0 7/,i'8 9 S 995--263f60,4 R P C $ LCI. 00 B 07/1_G- r.)5 r)5--2 G B61-41' !OW:, 36 TOTAL REQUIRED INSPECTIONS �ei rit is issued subject to the regulations contained in the Erosion Control ,vd Vv.!icipiil Code, State of Ore. Specialty Codes and all other E xc::av at i on I T,5 11 :.calie laws. All work will be done in accordance with Fill Inspection proved plans. This pet-sit will expire if work is riot started Gv-acJin!j Insp 1.hin IN days of issuance, or if work is suspended for more Stam Dt-ain Insp :7 iP? days. Reinfoi-ced conce r- mason EnWineer-ed Wr,adi rinal Inspect ion Call for- inspection 639''4175 Commercial Building Permit Application City of Tigard , 13125 SW Hall Blvd. Tigard, OR 97223 4 Y (503) 639-4171 �, ,j Z obslte Address: � -i 0A. J We*:us*:dnht Tenant: su1N 4 Planc Rec fI Valuatlon: / /) permit # < d �i r Owner: ffaa er Map & TL# Address: (All W t.�l�''' �.t v tJl.Ic FA Approvals Requlrod Planning Phone: �7 " LAgo 1 E neer °"'''��"4 All Eontractorr gess: ► Type of const: Occupancy class: Phone: Sprinklered? Yes No Contractor's License # _ (attach copy o/current Oregon license) Sq. ft. of project: Contact name & phone: _ Story (1.st, 2nd, e`.c.) Proposed use: _ Architect/Engineer: �Va"/f `� ,'r Il'y /,/ � Previous use: Address: Note: Plumbing & mechanical plans must by submitted at time of building permit application. Phone: JOB DESCRIPTION: t ' Applicant Signature & Phone number i Received by: Date Recen.ed: Permit# Account Description Amount Amt. Pd. Bal. Oue / S� Bldg. Permit (BUILD) � C S-9 - Plumb. Permit (PLUMB) _ Mech. Permit (MECN) State Tax (TAX) S Bldg: Plumb: Mech: Plan Check (PLANCK) P,Idg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) _ Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) ?t 0 F TOTALS: 00 `� Permit# Account Description Amount Amt. Pd. Bal. Due M'I Bldg. Permit (BUILD) \ `C� `7 �5 •�� _ {-� Plumb. Permit (PLUMB) Mech. Permit (MECN) _ State Tax (TA`) Bldg: _ Plumb: Mech: Plan Ctieck (PLANCK) Bldg: _ Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntri Permit (ERPRMT) — — Erosion Planck/USA (ERPLAN) _2 C0 •t'T �Lt° Erosion Planck/COT (EROSN) TOTALS: C I l Y OF T I GARB RECEIPT OF F'f1YMIf'NT RF C:F.-I F'l" hICI. :93-26S609 NAME' : ROOSTERS CORP. CHECK AMOUNT s r"0949. 40 ADDREwS a DBA FENNY ROGE RS RnAISTFPS, CASH AMOUNT 0. 00 PAYME=NT DATE 1399 W. CYF�F2F.�"y6 CRU-.-K RD. S•-500 PAYMENT i1Ic;ION r F"CiR E l_AUDF:R1'IFILE, Ft_ 33309•- C'UI�(='(]C3F: 11F" I''FaYME NT AMOUNT PAID PI.JRPO(3V OF PAYME=NT AMOUNT PA I D P6. 'A0 EROS,TON CONTRtli_ BUILDING PERM rib.-'�s " 4f1lc? �—. S . ST. HI.lILI1 F'FR II PI-AN CHEEK FE. -06 1 . 6? SEWER USA 20118. 64 r;F_WE R INSPECT 45,, fA0 1.420 PLIAN T I T Y FAC'I L I•[Y FEE: 11.'=•i. ON 1- IRF. LIFE SAFEY FLAN CK (It . 00 EROSION r'ONTW:7l. PE"RMI T>'EE 64. 00 ERORION CONTROL. FLAN C k J10. 01/1 PROGION CONTROL 13090 GW ('AC [FIC HWY. •- R NNY U40(3ERS ROASTERS (3 E TE SUP 95--0137 I TO T f-H. AMOUNT PAID •- -•- - -> 20999. 40 BUILDING PERMIT CITY OF TICARD PEM�il`T #. . . . . . . ; DUP')1.-" COMMUNITY DEVELOPMENT DEPARTMENT LATE ISSUED: 07/20/95 13126 SW Hall Blvd.Tigard,Oregon 97223e8199 (503)639.4171 PARCEL. 2SIOIL-CB-O."500 L ;-'.DDRLISS. . . : 130SO SW P('iC','F!C ;-A4Y it}.I VISION. . . . : FREWINGS ORCH1111) TRACTS) ZONING: C-G .. . . . . . . . . . : LOT. . . . . . . . . . . . . . 7 I 3SUE: FLOOR AREAS------ EXTERILP WALL C011STRUCTION (ISS OF WORK. :NEW FIRST. . . . :Z'978 s N 1 5: E: W. F 1-- OF U3E. . . ;COM !3ECOND. . . 5f PROTECT PE OF CON51'. :5N TIMI RD. . . . 5f N: 5: E: W: _i-lir-ANC)' GP . tri.32 TOTAL r ROOF CONG'r: FIRE RU-.T? : .CUPANCY L.OAD:66 DASEMEN-r. : Sf AREA SEP. RATED; 1. IIT. : Ft GARAGE. . . : -F OCCU 3EP. RATED. Jhl r MEZZ'.): REOD "Or? LOAD. . . . . p� T: ft: PGHT: fc r-I R C")PI'L:N ')MOI/ DET. . ;LLLING JNITS: FRNT. ft REAR: ft FIR ALRIVI: HNDICP ACC:Y 1. 1ii'15 BATI IS: IMP 3URFA(-'[--:J.'3700 FIRO CGRP - PCQKING: 186358 Okiild a drive tI-tt-o,-tgIi t-estakiv-ant. FEES -NNY ROGERS ROA5TER5 CORPORATION type amoLint by date recpt S CIRCLE ROAD G14m t 1123. 0e P 07,1-'0 115 95--"2606 On PRMT $ 655. 50 J M7 04/03/95 95-.263698 LAUDURDALE FL 33309 PLCI" I 4'L-Z.'C,. 06 JI-IF k4/e3 95-26369a #: OS-489-7346 FIRE $ 26a' . 20 J1AF 0,1/03/95 93-262698 5P C T $ ,3r . 7 3 JHF 04/03/95 95-c62693 PCs U 64. 00 PON 07/23/95 95-26060' JIiJ ERI-'CJA0, 130�C $ .0. Q 4 0 7/L 3 5 1)15' --7',6 13 C 7, TIF $ 11614. 00 SKW 06/12/95 95 26660' Additional fees not .ifiov-)n tier,e. . . . . . . 18826. 91 TOTAL 000000 REQUIRED INSPECTIONS a,: is - ssued subject to the iegulatio,)s contained in the Fr-ckminw Insp ,ard Y,nicipal Code, State of Ore. Specialty Codes and all other Ins.l.ilation Insp laws. All work will be done in accordance witii Gyp Duar-d ln� p ,.,-oved plans. This pirait will exp; e -1 work is not started 51.1�p Ceilng Insp ',80 days of issuance, if work is suspended for gore Final Inspection 80 days. 1AIn i',A U &Y14 (,all foi- inspection 639--4175 SEWER CONNECTION CITY OF TIGARD PERMIT #. . . . . COMMUNITY DEVELOPMENT DEPARTMENT DATE IPERMIT DATE . . : SWR95-0289 07/28/9'Z 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PARCEL.- 2,S102CB02500 C ODDREE— _,090 SW P-CIFIC HWY ,BDIVISION. . . . FREWINGS ORCHARD TRACTS Z01'.'NG: C----(3 CI... . . . . . . . . . LOT. . . . . . . . . . . . . .7 TENPINT NAME. . . . . :KENNY ROGERS ROASTERS i-15A NO. . . . . . . . . . FIXTURE UNITS. . . : 155 CLASS OF WORK. . . :NEW DWELLING UN I T5. . . 10 TYPE OF USE. . . . . :COM NO. OF' BUILDINGE,: 1 !;'I G1 1,�L L TYPE. . . . :1_'U5WR IMPERV SURFACE. f Ru at a r, 5 sewer per-mit for, ttie drive-tht.k t-eStal.0-aTIt. J ane ,. Ff E5 - ____.... ... i'.i• NNY ;Itet- i',LNNY ROGLRG ROASTERS CORPORATION type amoLint by date r-ecpt D01a. 00 BON 07/.28/975 9526860'' W. CYPRESIG CIRCLE ROAD P Fd1 T * 2 Q j I NSP 4 45. 00 DOt',l 07/28/95 95-26860'_ LAUDERDALE FL 33-101) _ione #: 305-489-7348 _TQTRACT0R NOT ON FILE ["-Iolle 1204 00 TOTAL REDUIRELY IN-E..'PECTIONS ,S v1ppilLa!lt agrees to comply with all the rules and regulations Sewer, Inspection o' the Lrified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of ne side sewer laterals. If the sewer is not located at the sea. resent giver, the installe� shall prospect 3 feet in all direction. from tie distance given. If not so located, the installer shall put-chase ap and Gide Sewer' Permit and the Agency will install a lateral. S j.q 11 A t Lt t-e d By Call for- inspection — 639-41.75 Commercial BUIL:ii�r� PErmit Apiicat±on City of Tigard . 1/1, Tigard, OR Hall Blvd. -'Iq0 OR97223 ` (503) 639-4171 q q j 3D9 O 64-0 Q, IIJobsite Address: 'h ('"Ce Use Only 5 Tenant; - N�/f' '��+� — suit# � Valuation:� 7-:2 T� c� • ` rt Ffr Pland�Aec # �,{5„� X 5 Permit # � Map & TI_ #_2 3 1 O Z U Owner ��,v�/Y,C�OC>�P 5/�E��S�� + �.�id � 7•,�O(. ^� Address: q�yes/��r6 -S Approvals Required 9t ✓�T�5?�U. /�zi f►?�j.�� G 33�� Planning r ' '_ 0 Phone: Engineering�11_ Other_ LL_4SY _V— H 19-5 Address: Type of const: 7 r, f�._ Occupancy class: Phone: Gam/ J�� ,,�---� Sprinklered? Yes ( No ) Contractor's License # attach copy of current Oregon license) Sq. ft. of project: I g /� Contact name & phone:U// �.We,,4,* Story (1st, 2nd, etc.) Proposed use: Architect/Engineer-,,j/_ Previous use: r 0 v .e—. Address: �6 �2 % SOS` Nota: Plumbing & mechanical plans must be submitted at time of building perrift application. Pho i'r06�� S�oC�X23 -yo6y� JOB DESCRIPTION: 07Ilcant i nature 8 Phooe nu r J1� Regelyed by: Date Received: • ��, �C Pot'mlt 0 Account Description Amount Amt. Pd. Bal. Due i9 O�? Bldg. Permit (BUILD) ` Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Plan Check (PLANCK) Bldg: _ Plumb: f ye, - Mech: V- s-- AL JnPr•�r/ /t GU---- y G SIN Sewer -�onnectlon (SWUSA) �i _ I ��J(D ��►(`6, �4 Sewer Inspection (SWINSP) �f r _ t� Parks Dev Charge (PKSDC) _ Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) 5-V Commercial TIF (TIF-C) Industrial Tir (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) _ Water Quality (WQUAL) Water Quantity (WQUANT) ' 1 .2 qV Fire Life Safety (FLS) „��)- �i =S - ��0� 00 Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: Permit 0 Account Description Amount Amt. Pd. Bal. Due ��c)C 51037BIdg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) L-1 2& 2W, kZ Bldg: _ Plumb: Mech: 1 I ,5— �"rJ1.7i� I_ VVAo rl (-,)A,t ttpS/ SewerConnection (SWUSA) 7-7 COO Sewer Inspection (SWINSP) Lis Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-IVT) >>o �� h Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) Water Quantity (WQUANT) z1l G� l Z5 f �c Fire Life Safety (FLS) ( 3.Lu 1 (r Erosion Cntrl Permit (ERPRMT) �Oq.�G Erosion Planck/USA (ERPLAN) 2 Erosion Planck/COT (EROSN) TOTALS: CITY OF TIGARD -- RECEIPT CIF VlAY01FNT RECEIPT No. 915-268609 C'HFC:K AMOUNT a ;'0999. 4Q) NAME ROASTERS CORP. CASH AMOUNT a 0. 00 AT)DRESE, VBA Kr-.',NN'Y ROGERS ROPE-TERS PAYMENT DnT a o 7l.:'8 9r'; 899 W. CYPRE7SI; GREEK RD. S-5010 5308D I V I G I ON FOR'r LAUDERDALE, FL. 33309-- PURPOSt- OF PAYMENT AM(IONT I Fa T D VIURP017-sE OF PAYMENT (IM(lUNT PAT FFh)!,')lON CONTROL PLON CK 26. 00 FROSION CONTROL P6. 00 VU 11. 1)1 NG PP RM -402. 50 !;T. BUILD PFR -c'0. 121 PI.-AN CHECK FE --261. 62 f'."EWFR USA 205 t8. 64 qFWER INSPECT 4!7s. 00 HPI) OLIONTITY FACIL.VrY FFt- 1125. 0.'1 f- I RE L I FE SAFFY PLAN CR -161 . 00 FRnc,3I0N CONTROL. r)F,.PMITF-EE 64. 00 LROSION (--ONTPOL r:,(..(-)N (;K 1"0. 00 FROSJON CONTROL. 00 t 5090 C;w PAC Tr"Ic HWY. -- ll\FI'4NY nC)C3f--F?3 ROASTFRci r1'Tr 9!5-0019 A 'tAlJP 95-0137 -),[01 0mil''NI, PAID - - - 40 C I TY OF TTCARD wu*mpi, or* PAYMF::'NT R V*CPlrjT NO. a'35--c--'68 5 19 CHECK AMOUNT 1481. :36 ROAc, TFRG CORP. CASH AMOUNT 0. 00 MAP KENNY RniFRE E ROASTERS PAYMENT DATE` 07/c._'6/9t5 69q W. CYPRESS CRFFK RD. SUB D I V I S'I ON FORT LAUDFRDALE, r-L. 33,-;,'h9-- I P1. PPOSE 3,-;,'09-- PUPPOSE- OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT (apinijhlT PAT -wFR USA 14At. 36 PAYMENT TOWARDS '7-)r-WF'R PE.pmll, I FE:; 95--OP139 TUTOL OMOLINT r-1011) 1 461 . 36 r CITY OF TIGARD - REGFIPT OF F•-AYMF:NT RE:'CF-lF'''T NO. t95-•c'68238 CHECK AMOUNT a 9,96. 36 NAME : Rf" .:,TER S CORP. CASH AMOUNT a 0. 00 ODDRESS : DBA KF'NNY ROGERS RCIASTEW-s PAYMFNT DATE. e 07/19/95 899 W. CYPRESS CREEK RD. I3•-500 c4lBD I V 19I ON w FLIRT L.AL1gFRDAL F, FL 3,3309 I.,URPClf3E. OF PAYME=NT AMOUNT PAID PURPOSF OF PAYMENT AMOUN T PA I D BUILDING F=JFRM 5170. 50 :iT. 80H.D PFR PLAN C:HF'CK FE" 33,15. 014 FROSI(IiIN C.C..)NTRi1L. PFRMTT'FFE £40. OV,l I l I 1.3090 9W PACIFIC HWY. - KENNY ROGE RS ROW-iI F-RS I;I T 919 -04119 T'0144. AMOUNT PAID _ — — > 956. :36 ads "Everyone else Is just plain chicken." July '17, 1995 Via Fed ral Exor—m—M Mr. Jim Funk City of Tigard - Building Department 13125 S.W. Hall Boulevard Tigard, OR 97223 Re: Tigard, OR Dear Jim- Please be advised that Bill McMonagle has informed KRR of the following: 1. You need the geotechnical report for this location (Enclosed). 2. You have requested that cost for on-site work to be completed at this location ($132,000.00). Please provide for KRR any additional fees that will be generated doe to this cost. (Check Enclosed). 3. A completed Oregon Energy Compliance Form (To be provided by KRR's Engineer). (Enclosed) 4. One additional set of the revised date 5/22/95 building plans r (Sent to City from Engineer). Structural Calculations for the eight (8) foot privacy wall (to be provided by KRR's engineer (See Sheet 11 Enclosed). Statement shown on Sheet S-1 from the architect relative to the nail pattern for the sheer wall (Provided by KRR's Engineer, on Dwg. A-6, Detail 3-A-6 on Plan), sent by the Engineer. It is my understanding that once the above-mentioned information is provided, the permit will be immediately forthcoming. If you are in need of any additional information regarding the requirements for the issuance of this permit, do not hesitate in contacting me at KRR's Home Office (305) 938-0330, ext. 348. Thank you for your time and effort in bringing this matter to completion. Sincerely, Skip *4C Riske Construction Coordinator SR/cvf. Enclosures w-FUNKTIG Roasters Corp. 899 W. Cypress Creek Road• Suite 500 • Ft. Lauderdale, FL.33309 • Voice (305) 938-0330 • Fax (305) 938-9568 A J�jly 14, 1995 CITY OF TIGARD Bill McMonagle OREGON Harris-McMonagle Association, Inc. 17.555 SW Hail Blvd. / Tigard, OR 97223-6287 Re: Kenny Rogers Roasters 13090 SVV Pacific Highway PC#3-75C Dear Sirs.- The irs:The review of the information requested in our plan review letter of May 4, 1995 has been completed. Several requirements have not been addressed. Submit completed }9regon Energy Compliance corms. (Item 14) 1 The use of 2500 psf soil bearing must be substantiated. (Item 2 and 9) Provide one additional set of the May 5, 1995 revised plans. Submit the engineer's ca;,,;:!abons for the 8 foot privacy wall. (Item10) If you need to discuss any of these requirements, please do not hesitate to call. Sincerely, James Funi-c-- Plans Examiner M Skip Reske Construction Coordinator Roasters Corporation 899 West Cypress Creek Road Suite 500 Fort Lauderdale, Florida 33309 13125 SW Hall Blvd., Board, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- WASHINGTON COUNTY, OREGON June 5, 1995 John Gal.le 11505 N. E. Fourth Plain Boulevard Box F1-327 Vancouver, Washington 98662 RF: Kenny Rogers Roasters 13030 SW Pacific Highway, Tigard Dear Mr. Galle : The Washington County Department of Health and Human Services has obtained the plans for the proposed Kenny Rogers Roasters to be located at. 13090 Sw Pacific Highway in Tigard, O. egon. It is our understanding that community water and community sewer will be utilized at this structure . The following is understood to be planned with necessary changes and conditions for approval noted: 1) The plans show a commercial high temperature sanitizing type of dishwasher. Machine or water line mounted thermometers must be provided to indicate the water temperature of the wash and rinse cycles . These thermometers must be accurate to ±3 degrees F. The Dishwasher must be capable of reaching proper wash and rinse temperatures . 2) The plans show a three compartment sink unit to wash, rinse and sanitize utensils in. Each compartment of the three compartment sink unit must be large enough to totally submerse your largest multi-use utensil . The plans show one drainboard on each side of the three compartment sink . One drainboard must be designated for soiled utensils and the other for clean utensils . An accurate test kit is required to test sanitizer concentration in the third compartment of your sink. 3) The plans show a commercial dishwasher that sanitizes with a chemical sanitizing r�_nse . Machine or water line mounted thermometers must be provided to indicate water temperatures of the wash and rinse cycles . These Department of Health & human Services 155 North First Avenue Hillsboro, Oregon 97124 WIC Nutrition flan: (503) 640-3555 Administration & Planning: (503) 693-4402 TDJ: (503) 648-8601 Health Services: 15031 648-8881 FAX: Clinic 693-4522/Administration 693-4490 Environmental Health: (503') 648-8722 Page two thermometers muss be accurate to ±3 degrees F. The dishwasher must be capable of reaching proper wash and rinse temperatures . Chemical sanitizers used must meet the requirements of 21 CFR and jDe dispensed in proper concentration. An accurate test kit is required to test sanitizer concentration of the final rinse . 4) The plans show two culinary sinks in tables 20 and 24 . It is recommended that one sink be designated for raw foods and the other for produce . Please be aware that these sinks can not be utilized for noncompatible uses such as handwashing or mop washing. These sinks must waste indirectly to a floor sink . 5) The plans show a utility mop sink. Please supply a mop banging device so mops and similar floor cleaning equipment can be cleaned and hung between uses . 6) There must be a handsink designated in each of the food or drink preparation and food or drink dispensing areas . a handsink is shown in the drive through area and kitchen. An additional handsink will be needed convenient to the d.. hwashing area . 7) A three compartment sink unit or food preparation sink can not be designated as a handwashing sink. Handwashing sinks can only be used for handwashing. 8) Al). handwashing sinks including the restroom handsinks must be equipped with dispen;,ed soap and dispensed sanitary towels or approved hand drying devices . Common (cloth) towels cannot be uE:ed to dry hands . If disposable towels are used, easily cleanable waste receptacle, must be conveniently .located near the handwashing facilities . The handwashing stinks must be equipped with hot and ;:old tempered water. If self-closing, slow-closing, or metered faucets will be used, they must be designed to provi,le a flow of water for at Least 15 seconds without the -.zeed to reactivate the faucet . 9) The restaurant plans indicate seating for seventy. Two restrooms are shown with a total of three toilets, one urinal and two aandsinks . This number of fixtures is adequate for indicated seating. 10) The restrooms must meet all the requirements as described in the 1987 Oregon Food Sanitation Rules for design, construction and operation. Be aware chat restroom doors must self-close and that there must be at least one covered waste receptacle in the women' s restroom. 11) The walk-in, food preparati-)n sinks, dishwasher, tilt kettle, icemaker , steamer, hot wells, hot deli, cold deli , dipper well, soft drink machines and any other Page three piece of equipment utilized to hold food or ice in that is equipped with a drain must waste indirectly. Where air gaps are required, the distance between the bottom of the waste pipe and the top of the floor sink or drain must be at least one inch or two waste pipe diameters whichever is greater. 12) Any ret7igeration unit which does not come equipped with an evaporator pan for its liquid wastes must have its liquid wastes drain indirectly to a floor drain or floor sink. 13) Floor sinks and floor drains must be located so they are accessible for cleaning and maintenance. 14) All floor, wall and ceiling surfaces must be smooth, durable, sealed and easily cleanable and in a light color. 15) The plans submitted show a self-service beverage area. Please be aware that beverage drinking contai :vers can not be refilled on dispensing units that require the container to come into contact with the beverage machine. The lip of used beverage containers should never come in contact with a beverage dispensing unit or an ice 9ispensing machine . 16) Base coving at least four inches in height will be needed on all wall/floor junctures that require wet mopping. 17) Any gaps in floors, walls, or ceiling around plumbing or electrical work must be filled in to prevent rodent and insect access and entrance . 18) Exposed utility lines and pipes can not be installed horizontally on the floor. 19) All lamps over or within food storage, food preparation, and food display facilities and facilities where utensils and equipment are cleaned and stored shall be shielded, coated or otherwise shatter resistant . 20) Each refrigeration unit not equipped with an accurate built-in thermometer, must have a spirit stemmed thermometer located on the top shelf or door. 21) A metal. probe thermometer accurate to ±2 degrees F must be provided to assure attainment and maintenance of proper internal cooking, holding or refrigeration temperature of potentially hazardous foods . 22) Each hot holding facility storing potentially hazardous food shall be provided with a numerAcally scaled indicating thermometer accurate to ±3 degrees F, located to measure the air temperature in the coolest part of the facility and located to be easily r.e_adable . Recording thermometers, accurate to +3 degrees F, may be used in lieu of indicating thermometers. Page four 23) Where it is not practical to install thermometers on equipment sLch as bain-maries, steam tables, steam kettles, heat lamps, cal-rod units, or insulated food transport carriers, then the product thermometer must be available and used to check internal food temperatures. 24) If perishable foods will be reheated, a method to reheat this food to 165 F within 30 minutes must be provided. Steam tables, bain maries and crock pots are not allowed for rapid reheating or cooking of foods. 25) If perishable food will be cooled then a method to rapidly cool this food must be provided. Commercial air cooled refrigerators or ice baths are recommended for cooling foods . When foods are ^ooled in the refrigerator, they must be cooled in shallow containers no more than four inches deep with food no more than three inches in depth in the container. Perishable food must be cooled from 140°F to 45°F or less in no more than four hours . 26) All equipment must be installed so as to be moveable or properly sealed to facilitate proper cleaning. 27) Storage shelves must be smooth, impervious, and easily cleanable. Unfinished wood is not acceptable . 28) To minimize manual contact of foods, please provide and utilize handled sccops and other appropriate utensils . 29) Food may not be stored under exposed or unprotected sewer lines or water lines, except where automatic fire protection sprinkler heads may be required by law. 30) All storage of food, food containers, and single service utensils must be on shelves at least six inches above the floor except where ctorage is on wheeled platforms or four inch high sealed bases . Metal pressurized containers need not be elevated. 31) All floor mounted equipment, unless readil-tr movable, must be sealed to floor, installed on a concrete or otherwise smooth base at lea-,t four inches high, or elevated on legs to provide at least a six inch clearance between the floor and equipment . 32) Be aware that all food or food items in the facility which are within customer reach and are not prepackaged, must be protected from customer contamination by a sneeze shield or other approved means . Please see the NSF pamphlet that is enclosed for information on sneeze shield requirements. 33) If food delivery is planned then deliveries must be made in approved company vehicles with approved equipment that will keep products at proper temperatures . 34) Outside storage areas or enclosures must be large enough to store the garbage and refuse containers and must be Page five kept clean. Garbage and refuse containers, dumpsters and compactor systems located outside must be stored on or above a hard, nonabsorbent surface such as cement or machine-laid asphalt t}-_at .is kept clean and maintained in good repair. 35) Your plans show seating for more than 30 patrons and will need to conform with the Oregon Clean Air Act designating smoking and nonsmoking areas . For your convenience, a copy of tni.s Rule is enclosed. 36) A q:.ease trap is shown. A maintenance schedule must be develoned and followed to prevent_ grease from going down the sar -terry sewer. 37) All plumb, .rig must meet the .requirements of the City of Tigard and the Oregon Uniform Plumbing Code . 3:3) This facility and its operation must meet all the Oregon Food Sanitation Rules and Statutes . 39) All employees must have current Washington County Food Handler' s Cards . For information call 640-3460 . 40) A preopening inspection must be conducted by our Department prior to license approval and operation. Please contact me at 648-8722 at least one week prior to operation to schedule this inspection. 41) The license fee of $370 . 00 and license application must be submitted to this office prior to the preopening inspection . Fees are subject to change after July 1, 1995 . Please submit handsink revisions for final approval by this Depa, tment . Very truly yours, DEPARTMENT HEALTH AND HUMAN SERVICES C Toby Harris, R. S . Environmental Health and Sanitation TH:aat Enc: : c : City of Tigard Tim Bunnell May 30, 1995 CITY OF TIGARD Bill McMonagle OREGON Harris/McMonagle 12555 SW Hall Blvd. Tigard, OR 97223 Project: Kenny Rogers Roasters 13090 Pacific Hwy. Subject: Electrical Plan Review (NEC 1993) c plans were reviewed for conformity with the 1993 NEC and the State of Oregon electrical Specialty code. The following set of concerns are noted: 1. Need the electrical load calculations as per NEC article 220, that breakout the lighting, continuous, and non-continuous loads. 2. What is the fault current potential for this service? 3 . Grounding as shown is incorrect, it should be per NEC 250- 81 (C) . Termina':e to concrete rebar. 4. Pond water lines to grounding system. 5. A C (RTU) and fans on roof will require fused disconnect. 6- Panel Schedule (E-6) incorrectly has a 3-pole 40 amp breaker for #12 AWG circuit condo-,tor. 7. Where is the physical location of Panel "P" ? S. Signs and Neon letters will require U.L. listing and label. A copy of the listing installation instructions will be available at job site. Where applicable el.ectrical sign permits will be required. 9. The one line service riser diagram (E - 6) is confusing ano very possi'Dly incorrect. Please check service from utility through CT encl.isure to service disconnect. Please contact Michael Rudd to discuss these electrical concerns et (503) 639-4171 ext. 356. Thank you for the cooperat:.on. Sincerely, n� Michael Rudd Electrical Insp. lwirO.mirhaelr Nkrogers 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TD (503) 684-2772 Structural Calculations for Kenny Rogers Roasters Tigard, OR Prepared by Earl F. McKinney & Associates by 25 19" 860 Corporate Drive # 1. 05 PRprr� Lexington KY 40503 606=223-8123 f LSKETCH SHEET --r A&E DESIGNERS, INC. Or MYI t'rxlxxnlw[>...�.S,iM 105 (6061773 At 73 Iw.xyN�n Mwnn.r,v 4(1%12,* 1606177)49M Jolt No. _ C:ient Date _ A7Q Y 9 Location ---1 C,rr ,:,��_i By C'_ ��►.�/. ii�.�/Loins r, /&-Ui�/� D >� S'77QVc? 7- 92 rc-I �d• r 9 �',) 7"G 2s-00 Fv (c, -7, *i c n ` h: L ASS b) KK. /cam L v�►c=> �-u 3 �/ h �jt�vS� G /. o� SKETCH SHEET ABBE DESIGNERS, INC. 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KI3 K/ 0 71 J4 12, 7W x,303 P, Td 7y 2- 1.30? #t 7C ) 37� vr�� f.•i, ,s = a�, 2 4 Z �` kn1�: I Hl� ASE DESIGNERS, INC. L SKETCH SHEET 1 . Proj�.�ct SAtl Capuob Ulve.5.nlu 105 I +I 71 01 I�ekpbn YnnlVrYr 405M 2740 ISI 7:�AqM I Ar Job No. Client ' ----- Date — Locationr _::'ia� By Cf +Tot A it 113 ' ;71 l� /. = 70, > lrr �Ti�;�, �.�Ts -�� ^��!✓a7c c yor�v s�� /1/oTc __/v TrPdSS Cs s ✓� �cv/T.tilds �vavr3�. 4 7 ) 35OS x /3 4CD, I3 I Sys 05K 1 CO K r. -/Z - 3�� a®w FSKETCH SHEET I� A&E DESIGNERS, INC. Project I s,kNWM Kw I cby K11503 2149 J6061223 dAM IN Job No. _ - Client __ Date Location By �r rp�� gym. ALL- 02 x ZX ae�z _ x. �12 44 �4 ,id 'd at- l�Sr= J��l/7sn..J yew ?1��Jti) Nd�9 IA IA /�ooK/33 Z U 5 1, - /off (2- lod �'' ' '*/rI - ��r-) > 71 0, \.nom/iZ� - SKETCH SHEET A&E DESIGNERS, INC. 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SKETCH SHEET Project 660Cv,m.1.Urve.suns 405 14061771 n n ledngim Kenowhy 4150]7749 (606177.1 4"1.1 4. Job No. -- Client ___-- Date .__----------mit`- _ Location . --- -- 4ac?'--� r� — By ----- Cp — coLd"c/ L-1,44>,.v J &>k/ cot Uti4A-1 >b All �r /� z Foe T5 X X i12 /-tom e-0-a o,3!o I4 a O �JFa'a �• �o�ld � b� Flo / AU- Co' L 0 h-1V S p LLSIJAJ QscJ e /-�uo ��ble- Ste; I �, uvre- \j _ 2—S. s� ' Mcbc. AS-K 1sr._. L� ��y �t7 I c15 ?x a x /2 ref' /=rGj s C,C, 'O.SX t z 0,331 i BoTroM SKETCH .SHEET A&E DESIGNERS, INC. --�- Project_ AM Caro"❑w Dew*.Whi+05 f606122J OM l9MnQ".K*nwOkr4O501.2749 (OW)2-23 JSQ f4M Job No. -- -------- -- client ---- Date __— Location Ay _ Design of masonry Walls to resist Wind or'-eismic Loads Nominal ut,'ckness, in 8 Vertical bar Spacing, in 32 1-m (Type S mortar) 450 psi Fs(Grade 61)) 24000 psi Wall Weight psf 85 gall Height, ft 8 Sei^mic Zone 3 Loads Wind= 29.0 psf Seismic Loads P=Z•I-cp.w Z r 0.75 1 = 1.0 Cp= 0.3 W= 85 p!;f F= 19.1 psf Controlling !osd- W;ND Design Load,:; 29.0 psf Reinforcement Desifln Mu= 232.0 ft-Ib/ft -- 2764 in-Ib/ft (s.support) MuL 2.67.8 ft•lb/11 = 3093.333 in •Ib/11 Mu= 928.0 ft-lb/ft_ 11116 in-lb/ft (cantiliver) No. bars(1 or 2) 1 Bar Size 5 As= 0,306796 b= 32 in (Bar Spacing) d = 3.81 p 0.0025 pn - 0.0541 k- 0.279 j 0.907 At( wable Moments R5_ 9L , in lb/ft OK Mm= 9923 in-lb/ft OK Allowable Moments increased by 1/3 for Wind or Seismic,Forces. M. 12690 in-lb/ft OK IIIIiFt 13197 in-lb/ft OK A El El DI wZ � St [17E] �� 41laxp LIFE] ri 3: C) �-. 0° Q w - --- _, a_ m � ww co � � I \ i I X I U uj i r- i q °� ► ~� Ir x wcc _ \ u � l UGn 119 —I 71V7 W ' z I i I - : A ^ I r 6^.. � �• � SII • � Gw y �v �b � Q CC �� Q Aw a? J��• p,�nao� ,Ej � �r' C1 IIS • I A) � oa �. �v ,• a �+ f � LTTT 7-T. i � 1 .Yia .ii tlti°gtl1o �� ° 7 U alp \ e! QJ W 4 - , � . .. Ia'V e It , r � , let 07 1500 1 fit �7.11 1 � M it I. ,40, �-•� Iii �:�, ! for, !I I .0 aw. r.••--•----+•w-ri---�--._rrr. .. r�,y.Y,WF,-_1�r�r.�w•-.-.• .._.�..._...__r. -�. .._._. 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Component Peilorman4e Path H� }noir*1d1 'Workahe ja ta wan' .3 U,values ,arra'chw/ti!rrja; , r •r. fr. •''.' ',• • • •. ••3b 8001 Urv��Uba 't0 j jr�',ry,Orltafwllta i:, �..• .�,I:. ,. - 330. Flooi U•value3. t!� I •`,1:, , r' U Avereipe Tharmal,yeiueS. `,• 1' cyst�i_ ,�.'�•'0 m.��....A„a ,��j9lOff1k. r r' Wdrksheerr. • ;d} Unitary Air Condition6r ii►r.Ceoled J 4q, Unliary nir,Con %G doeer Water`C�olea J • ,' do UnlIlk Best Purrip=-,Air.t:boisd ' 4d' 'Unliary''•feat Pump--'r Wer Cooled de uriilary`AC&Neat Pip-Evaporiltibbly Cooed •� 41 Packaged Terri 14 AC fed t� j 4g Packaged Tdrminat,hJeat Pump'—Air Cooled j r •4h'; 'telater Chilllh9 Packiiges-Water di Air Cooldd. 41.• •90erq-4G i-Fjrq p�1d.Qil=Fired .1. • 7 4(' F,urnaCMa 8.u`nit,�eijt�rs-+�airired and Oil Ftred .1 ARINCIaI Light` Form Interior Oblitiho o� 5b l ph(ing&heduie jllr '5c lnlcrbr li��tin�P,Owdr •� 5d Eztgnbr'CiphllAg '• . worksheet 'Sa' 111* 106nQol t3iedhi,' f Applict�ntA . :as. Harte Ak' ' �'I�INN.E 9 Yelephore (606) '223 -$123 '.R•. Ompany ` '' ,%fid IN 4+ 9. Date .7 Siff tOe ,. s o • �� •,•�• ••• ` No.OI Pigea.� trip� :ol bocumbnl � ' Lt+j 4c.'GAf ctrr� It!,T'u'S ca►curarrana.,.is.'sl , , � ._._.....r..� CS rip log CvIs' ►sports and. ,. , � FROM AIE DESIeNF.RSI INC, 87, 12, 1995 18.'50 N0, 15 P. 2 CO'"0 NENT,PERFORMANCE PAT'S. .' ; Heatcd 1. Above-Grade Walls-Code Maximum Uo from table:1g. Enter here and In coli 3(c)and 4(c) 0.30 Building --- - -- .� .. . �-- +Fetter in#average 2. Roo UCailil 9-Code MaxlrilUrn Uo from Table 39 Ehler here and in toll 5(c) ( 09 U•vatuasfrom (a) (b) (c) .(d' ( wonrsne•r 30 into Building Area or Coda Max. ACItt411. Target UA ACIUal UA .cons 3(d). 4(d)and Component I.en91h .U or F U+w F°•c b z.� b_ z d s(d). 3. windows and Glazed Doors 4q3 11' 0.30 Q, broria►aowifh - 6 "'y ��3 - 270;2 the MO.insulation 4• Above-Grade Opaque walls b Doors 3,)05 1t' D. v Q, 3' 3 (, fevel.(1bt*3g1. -�. •r. r. . � . enfth;O.M into'con S. .ROola and Skyllghtg 9 A � It' 0.0`3 0.03 14 0 • • r(d),Otnonviae, ----�•---..�" t-� _. _ 66.5 onto,r.3d . 6. Floors odgr.Unhoated Spaces a$q ft '608 0.o q Z I °fortsted. 7•• Unhgateo Slab on Grade Fedor U It 0.;i$ �j Q blab wits Min.' a: l4eated arab on Grade Floor0.90, p -V t - Msufarion lover; t U O enter 6.90 into telt 9. Target and Actual UA. Total cglumns(e)and(f) ra 5.5 5(.5,3 intoe P.,73. 10• Enter"Y'it the Actual UA of Cell 9(f)'is less than Target UA of coil 9(e) Otherwisq.redesign Y E'S J Cooled 11, Symrrr Design Temperature'from Tibio 3g, •F• Building -y.. 12, oT.,Subtrect 75°F from line 1 f Enter hors and in coq I.S(d) *Enter fhc _ . I awrsge({•vi tae 13. Solar Factor from Table 3g.Enter hdre and in cell 18(d) 133, 2 61 the winws do S. - _._..... wells.and aoorr 14..Abcve•Grado Walls--Code Maximum OTTV from Table 3g 3T. 0 Iform Building Area Actual Ibl, (cr z En;ermra Component (srL LO-.- 0.03,U valu4° AT YDe'• (d)dr(c)J. average r0io frons workshpoi IS. Windows•end Glazed Doors 4 4 3 0.6 1(3. Above-Grade Opaque,Walls a Doors 3 1 o S _ 0.0 3 - - 30.-7 2 859,'7 Enter the average '17. Total cglumn'(b) - SC-4ive orrhe 3 S y$ - wfndUwS from worlrshcor 30, (a) (b) (c) (d) (f1 Building Area Actual Solar Component si SC-valuerFactor Sb xc' 118.,Windows and Glafed,Doors• yU 30.41~ 1,33 'Z. 119.-'Grind Tdfal,AM cells 15(f), 16(f)and 19(f) 41 57 ,fie 20: ActuAl OTTV.-Divide line 19 by cell 17(b1 21. Enter`Y"if thi Actual OTTV(line 20)is less than required OTTV(line 14). Otherwise,redesign I YES EhVelOpe P2• Tho perimeter insulation for the slab-on-grade floor shall 6xiend downward from I - F^IN the the top of the lleb for a minimum distance of 24 inches.See Socrlon 5301(4)), Sa5 l -( . iNsio"ee to plans 23. Below-grade walls shall be Insulatod with a minimus+of R•5 in'sulaliun extending '. _•,._ -__ that spertrtcanona g ��.f ouK A�� I Mat saws �. the gull height of the wolf to IhC top of the lowest floor or 10 feet below rade. �- • conwilance with whichever is less, i the twouireftwnts.. - 24. Manufactured doors and windows are certified actbrding Io ASTM E 283 for 0'.37 cern poi loot of window sash crack and I I cfm per fool of door crgck )(-*AZ SP-S�A- 4e 25. On the warm side(winter)of the Insulation for the walls.roof and floor,install a vapor barrier with a perm rating of one or less See yecilon 5303(1) t a 7]I Form; 3.3 FRc�I6NER5, INC, 07, 12,1995 18 59 N0,15 P, 3 FROM A&E DE • •.Y{QfN1`�,� tf+;, ' • , J _ 1'• •' ♦fir'{I F. .~ '\' • III � '�� .•, �' : � • •1,r +. y��1 ',�• ..,• .1'• >,,. .rwr•rt"• •`if.� .V..,T.4: Brick on �. rT— (b''- ,�C. Mock Wall.' � � `� (a1 C. (dl. ldl f bescriptron- (detail R•,rbliie See raw.3c for RT Values of a%r E><torior Moving f. spaces. Surlaciv \AJ 0.17. see rabrr 3b to/ `"' A.'A-•Values•of Dock. �Drpck Indgypsim ?, •' +• 3qe nowe 3a fpr -ter. r i ,C ConerMe• __T. framing linswaiton. •..__ ;P T.. msi;lation ' ' walibOard r•L",.:, 1. •�•• '1:' fiolr olunTn.ld►•, •:'•,,'• .+":' •�"'. i 2: 'U•yalWe:'InAAA ilte aRtOuft ir1 Ilrie 1. CdI1CICtC• � �'+r �.,.r,:t,;r:;.l;�:••, ( 1, +; � •. . f: Wall •�`•r'�` '�.:+,r ��':+.'-.:�'r'•' Layer Oescn lin rl • •: i ,.,�.rr, It r Y p,0 ;Cela fj•va11uY `'seo T41,Ve 3b for.. �[*f? r r '„' : .'� --- M�yili� A-VafJea o%SrticoO. "1 ccvrcrefe. CuJaUQn; COQCrile of' I'f. MI ' and Qypopo l fr +, ,ti{r!?iT r:Iti`y,�y_.: SItIC�p J ZO Il w ...•r)ti• r „ ,J•:f},C:;'r:r - Rigid 1I FCG :5.:rAtge 34f(W-, I0. , Insu ati IsYYgo fo M '�eItICSyOL., 1 •y�.(.,-.tia'•�r�; i. ,, f; I , ,r...,:,,•,:+� �ene'°t� � I ae WAe b�, ;;;t ::':`•t ”' a Framing/ 2A weov ,, '"• t ,46ypSum, n nsulwion S."'.V •: ` r,r.•. , ,;, 0% .%.Ar,w: •t E wantioard f Ir'Z,• .O,ti} , ' •ti f.: •,.:,;/1t�:..:,':r�.•: •, '.Igleripr Slill' Surface Mr. 1. Total column Idl 2. U•vaiue. Inven the amount In line 1 6.03 y 11. 31 wn ksltE ars 3 1 1 FROM AIE DESIGNERS, INC, 87, 12, 1995 18 59 NO, 15 P. 4 r fVIr�O�,JekSI1;CTL�'�3iL;4��(1k�C��6:,.'4` l ,.;lr•° .(. Brick on -- (t.l. (�-�- --(dam. Stud Wall \� \. laYat [Sescrtption' QelBil R.value' s @ reble 3r for Ext- for :Mdvin9 n-Valves a air Sur4a Air $Waco$. — �---- Ser Table 30/or r A' ' OnCk`' ; R-vniues of onck, it ,, . D>iDsirra'wa�0hrd � , Sea.Attar�1 Jior C ' Snb8lhin i P-Vak4i at ' Irirrolnp/.Msau►Ii!Ara,•+ '. - - -•-. . p. .'Framing/, ,, ; 14. •:'' 1 .'� . 'Insulation'. • .. ' GYPsum, .,j Wall card 74, r. SurP b�;• ;Air :, 0 6d : 'Total coiymn'ld) /�• `A 0- : , Z,`lj.vaiuo,Invsk the anaoUnt,in line,I.' Plywood (C) Siding qtt dyer bescrlpiion Qeiail Rw� Stud1 :. Ex " r Moving :;et,T�lt7/i 3b Rir S t@ qir 0'17 .. i p�yw¢ZOO Siding. . .. ood. sheSt"and ' ^' •'V'ymurn wallboard r Fol See Tao►e 3e.ra ti A-vatubsor.` - C' Ffarhin $lieathir>9 , /raming/ln9t//aitiWl. ' lnsulali0n .w..:.., GyP$urri E. Wallboard' y t interior Still 0'� -----•�• r-• n J .. rfa6e, A4 I+ •11,.Total column(d) 2. U-vpWe,'Invon the r,mnuni in line 1 -r Chapter 3-Building Envabpe "'i' FROM A&E DESIGNERS, INC, 07, 12, 1995 19 00 N0, 15 P. 5 �,r�/� rtI�, /, i•+�''�• V,41.i'./V�./� .•ti:.'�'� •ilt ,}i•' •'"�. 'r• •�1G: ''rir•• •'+...'r +:i.►' ;�: �: .1tY.r'r�,%�''.�)�•. Aluminum r—.,• �,.•� ' ..,� Sidinon �' '(4) (d) (b) (e) : Stud all' yer Oescr:paon Ocl�:i A•v;lluo S.d Teo 3c Ips. - - - __�. .. . . �zte ` ping A-,vis""ol+ti: ••Surface' Air 0.r 77 ipat9: •� :.:: A.. mlriWf� Xao 1'J1tiro A Am. i4� r•' aAxrirnlini f;dn0•' .', spice: ana qyosilm •• .�.:;, t, .. `' neathinp ' .•woilboard. ..,,,. . ,'�,• _ ''' . . '•• ,, r- �IFl�lrhlnq/ + �—; -- . U-0 An-ulation rn Antu4lrie;rr '►. �� •' Wallboar0 1�. ' �' r' �'+� r �..,.�:•I .,• hltfripl'.. •'�It lI ..,. tr .:• t +•� t'T� +, is r �; a. .Ad .T041.Cglumrf(d); ; ''•� •+ 2. U-valut.lnvef .0m.armUnt'in lino X'.1 T (d) Soo at,r. b'iq' Yer Oewiplion Oolail H value 1/ a uos �. P� xp+Igt, --7 . v+dinfiriOr: �. .�.►:�.. Exlor - r• Seri rOWI'.•�:rpr 'r -,.r..�.. _ q b-gdf,V ly'111ijiHll�s 'r -r.�•r�!. ..J ` `.'e�'taWi 311 1pr � •..', • .. •,, t.' Iram.n�/inbtr4l fOflr ,' `+ '•' ? ' � ' Surface — 1. r0lil•Column(d) ; 2. U:velue.Inveri the amount in line t , r 1 I' WorksheerS 3-13 FROM ASE DESIGNERS, INC, 07, 12, 1995 1; 01 N0,15 P. 6 Asphalt '. ' , : . '�' �. . . . . ... . • Shinglel on (D) - .. .(o) (c) (d) Wood Deck t:6yer Des'Cription 7ctoil n.value —T_.. Sir 1"aW.r 3b for rior Mov,i19 k :' �a R:.:+. A-{ruhvs or � Surf r•_Ai0.17 asMte?;h�p(es •Ashphalt �' �and fool rW,,wood ' _ N/A,• ' 0.44 ' and gkpsum AIVII See Table 3a to, 'Rwar,.as of wood ShbVhi ''• '1Ti7,ttiinsuyirbn.` .. � ' ' _ •; .` - D: Wa,d Joist/ InStilaiion Finish Interior $till rh�1i Y' ?". Sonata Au °�',,f! 'P•42 �''•� ,•,l, •,. , !+ : ,�' .I• � .. 1. Toirll�olutnn.(dlry .,, ' r' •,r `j"' ,. •2.• U•value Inycn fhe amount in(ind•1 Budlt-up ROoI on (a) (b) ,(c) (d) Metal Deck - ;\ pr Descriplldn Detail ' R•vblue '�oo'Taul)r 3c I&R." � i. Exter Moving .vAruNs'iol�✓< SuAaco Air ,+�' 4. A -- ool' R-valtics of rooficr�' �•`max.`y f "W1664111 and '• "�. .. 1(18U1 'An 9Ypsura`walrboanl,. ;,. . `; �, • \ i C Metal Trub Sae'iable 3e for I insulation. R-=V.W4,et or \ -- — (neral tru4slinso lion.. �• -� O. Air Space , I Finish SO 11 Air Surface 1. Total column(d) 2. U•valua. Invert me amount inline 1 3:14'• Chapter 3 • Building Envelope �� FROM ASE DESIGNERS, INC, V. 1'c 1995 1942 N0,15 P. 7 'p v �•fir.. Yr) ` •• •'r'•''? t(".. ... 1•'� .•••.�'. t 5'•* �' i. IV' :11' .Ir.� t��•:u��•'1- i+l}•' :1' );1!..yi.V•+.:jl+ :r�•w rS t <'+4:.,.•..r�•;� ••. I;;'+,��•, • .Roof. . .•1'.• :., , • ' . . . •• �_ .O' (dl•. • ' ' . 't . ' •,.,�, tayor (�CiiCri�linn• Oblail' gwaluQ' P-vsru.s alfi�;(+ .-�.. Exionor (�1Aov rNy fR1QrrOr and Y 41 6Y dY J $UrIMCQ AAA !ItL�nof.3udKes. A -- V �, :�SleTaea3crbi ' •,'''p-vatiiasol�k �' 'e• r,,�/j,,,lTloil (Z-1 �,,�• .._.••' . �acc's. r. $oAQC Vrlr_u'(; ,11..00. -3T PIYyK r :,<:'R=Varws'br•,. slt�4rnlr�c f 0.8Z.',: . b!!iQ'^D.!ntrenwfs' '•'' 'r`•". •l y' .� +j. •' 'J.•. . r', .0 WOO�.Iblf�j' -�'�G oo'SO* TiWd 38/or t'a i:-Varuuofowfa(,' <'. r.+SfrK1,�+Op(lfruO7 F� ,;: ;`�; i',c :F/A�S11 4Yr5LH r'a't �r�7 ;• +riefarrvs;�. Inteiior 4TILL e. s ,'•.c•. SuRAce ;'ArR. D«toy" i; ' 1 ,.:: •i 1• Total 'cpluinn,(C):• + '1• - ?.� 2. .0•valu!• (nvAn 1 ii amount in lin!V.' Q:Q ;' ` '�,,• r♦ .,` 1, ...,,::t . .. .. NI +•r:', r ,. •ri' ir. , .• ',' •�• t , { f' Worksheets 3.15 FROM AiE DESIGNERS, INC, ,27, 12, !995 1982 N0, 15 P, 8 M,4.N ff,ara.r..., Wood Deck Pimnuymnnmitmmuimuauuunnur omm�mnuncnm ~(e) (b) (e) J . SooTa WC.7c for R- rl• r?_ `tI _`!-� 1 L Sr 'f)escHotidh 0etait, R-value valves oiCQCAO/ no interior `•.; Mlbrior Stil(� :. 0.9 andante: �` Surlace• Air {:k (. 1•. Y 'Ind Scy Trt,(.3r,ra1. A Car t , R-vaeias o/w Wood D and Cowl. � �. 0 see rabk 3r for She'alhiA R,-Vglw1 O/wood' g. 1Now joist/. joist/rnsu/allon •..,•� Insulatidri Exterior ..'Mdving SurfAco Air �{! , �. .?'(,: 0.17 is 1. Total column;(d). " 2. U-vatuq:Inv the amount inline f , : F'�OQC ., layer Description Detail R valve, Saa Fib(. 3c for. TIntorior�� VaAme of eagitor' I q r1C 'r 9 t Prtd'lnNrior .. ~� Surface F K. its ooff. ` T art:_ varuesnciw•. slNg on ' spaces• ,�' �• — , Sts table 3b jbt' .•' ✓APoR G �tE'+�'Jt '0, I Z. R-Vehrescif •' _I6neefFR t>v +y.moial,te%.• : �. , . p �CUSNED 3/y rTO Sat r"3a'Ior j, �� -- S On! R-V41ues;orm&41.. ��" E. — •. In's-&'Non-andn4fr EzteNor Prt1�3%jnSurOrioli. Sud6ce . . '. 1. TOtal cblurviA(d) 2. U•value Invort the amount In 1 0. 0 tf ' �R rn•►', AsNe,tE 3.16 Chapter 3 801ding Envo/op( tn�� FROM RIE DESIGNERS, INC, 97, 12,1995 19:63 NO,15 P. 9 '',;:h� +" •�,.I ^SMS,;,' ,I�� ;-,��V r''.1^ ,', !% '':", ti Y7. ` •�:;.i '.;,�'.:';��;:,•; t.'fi.14;�• ':A,,':�:; 0. W1 If fi.w• , a) (4) (N. (e Window end Gtated Door Area.. UA Snadin9 rSC A Glazed D4 civ ion . '(Si), U•.valua (Di a('c►. Coefficient, podia ��*=�. ••mow... .. _ . (bl x ts►". r,xl:BOOR al!1V "INA(Can to( a.9S r- ..� �- Sg. o.9.5 S�.o At,it,wtytSpwS. `fie ns.a�4 as 38Z v.55 1.10;l• ©, ..2�o j' �� Totpl Cdl�rrtnj x,43. I So k 9 A 4+i1'.Oivido coM t(d)by txU't'(b). f(itnr dere 8rld on FOrin 3b,cels (d}and 15 ua;OividereM 1(f�t>xcell'1(bj..tE:n1er.hQre.an4 on Form 3b;cglf 18(t). 6; i I, •--Mw,—�— :� -O vpuaAd (•) Vic) (d) m 9 DQdss' Wgll.�ind poor UA U Area . A?peq' ®fiC'i't s( f) ; U -glue. (b) cl• TD d�'�(!I i ab'!' xTE .,�IN� $4ucd cwf 30 7 0.0 3. .92.31 p' 2 d 3 �.�.3. 2. p, 4: TolilColumn:i 3 hog S: Averagfi''U•valuo..Divide colt 4 d b colt 4 _ cl ' . O. y (b).Entor here ane on'i=ohm 3b,cells e(d)end ts(c►. 6. Avera"TOeq,piyld®sill h�91 by c60 4(d).Enter here and o orrri 3b,line t t)el. ms' ---_ p� ' '� TPeq Wall lGoit'fitructtonon- Per Unit ea. �10i?3' 44 2,61o40 _...37. I JL 41 to 70 30 71 and above 23 taea worksheets 3.17 FROM R&E DESIGNERS, IHC, 07, 12.1995 19:04 N0,15 P, 16 r w.. YVCrks�l�rtc� 8d (ob •I,r'�ti�4.' �� j �Ar 11 •'•.1/ i ' �.+';;�,••_ �� v',�i .) >�: t `lt S.r• *;�:j,.�.�i,• •ej•'45':.V�,' i .iY1*rl' 11! r.a,r v'• "' t. rpm Roofs and - (o) ly' Skjrllght6 RD0I arwd Skyli©hl Ptc+�. .UA Description (SO" u•value (b)K(r) .i,•�: ., L•f• 1 '�1•, t,4 .. •,' .r''' 'r• ••� :,1... ;t,' ...�nr ••1�*� • •,1 1t, . °�1�Yv'• r; .f •. .•L•.�.�w+.' �'L�..4y'q.i� 1 •II•,,.� ,�� .r'.�• lir:;'r• s •1 j; t+ 1.f'� ,(•';'`••�.�1. ;'�• 1 ••f.:� .',.1 :1 rt l�,�..�. '.t:.. ti •\,.�'. '•`•'. 'h ;r. .�• 1� . .1,+• •1• r• JA �r 'r• '�' X11' :L,. '.. ,1 �•' 1. . . 7. 'Tot>�►Co4urtin3 •A'veraQeU•vaCui,avIdel7(d)by (b). titer.,rre tn4 on-Form'3b,, cvp 5(d).. 4, 03 lut..datCd Flporbvd��UnhehtedSpace Arbb. uq Space: 'f .;LSescrtptia5 (sf) �1 value_ (b) x(c) yffrde.s�o�� 2,dP •I' �.o 15.4 ,�•'1 ••L 1(''(•x•1 ,• • • �•1��.� " ... :,A 1 • \ • '1 " • • • • • � �r • , ' _ ' �-. .__ter_ 9.'Total Colurin4 (5, 10. Average U-value.DK dQ�9(d)by 9(b). Entbr'hdre!hd on Form 3b,cell 6(d), d y ' 4-18 Ghaplor 3 •Building Envelope II��i FROM UE DESIGNERS, INC, 07, 12, 1995 1 e4 NO, 15 P,11 � ��` ` '" ':.. , .� , ., '''e I•1,x,.1'. law sylitcia ', .-, 1. ♦ - ,•h. , •. },�?. � ,.r\"n �, �;y'5':. i• '�.• . C,gif tMIS 1i To'(*duc5 ri{e4hantcal�oblir>q during mild arid:r 001 woalhei, ' saCl>tori,Sy,Rter equal to at over 3.000 ctni e / and 00-OOP 8!'uRCtdptinq`cap(ae;(Y(hall hgva An'al(a, water Oe:oilOnlitllr SyGloma. The eeonorniter controls Pi Sscrbri $hall be integrabtd 80*that me thanigl cooling and BWnomi�Or'COOling can oporato al lhr.gams rllne3, s9o��oJ i ro.rte', .,pyYeK.au of''' .. .• .;. .. vn�oro,iiNbn, gtWve,ig true. •5M SiOrlon, •; Or<hlrwlsb;cher! ono or mac boxes ro indicat+e It ekcoption: , . t�utdoCr'�V,Wof poo quality and.re�ejiifjs Oklong ve tieojtTQnt.' k. .', D Nufllidl(I�tf`0it Qz dehu'mietGcec�on•usos rrtorq anergy then &v t r `r cooli, • li••t fi'y?a+deo :a. ';'.� •, ;r. �f`�iolir�yvith Out al aftopo ..,, .• ng ' ells Ihq Op�ratipnol'blher systema IncrC slog the overall en r ' i.• :; I:bnsyrnptie?ri of iho¢utldirig,: ; - o gY .. :'�'; ' ! ,. "�].•Tfie_piiildiil�'ilii4s'heat recoJory or some oth'e�er.er gY'rop9vety'gystsm. pefiwiy.w nes fputomaGcaUy'spt back the tcrtiperatdrb'or'shut Qol ri' uigrribnl aurin unoccupietl. S 3rah r PQ;�IQQ a riaie.uses o1,Ihp space;. ,1 � 1 r;'� ;: .',•,;'• Yca:� 'll dlJtid;alibvbIruj;' :�' '•' . . �: . ' ; wz ,t '•' . Y ' `. '•"••`. •- - r.['• wI.' 'tip. f ,' , ,.Y1 }.•;1;"!',:'", .'• ;.1:•:�o'p►eV¢l1�Ejrrti'dharie� ' ............ `i. .• .: •: •'';.' •tom-r-r^ ,. �;aiAaflri0 a�iti�og4 .inch ,l��ne l pci# isrt+peraturR and hum' ntr I Mall #h4•Bu fF of 6 bin' And f � � tdily t go s ' ' r,`i•' :' ta�Yi. qll of tn3 a4o'veu tttjo.. :Ottii:rwlse,.ie 'o{�e a Rioratfo><6s.to.in;.licate the exeoptlori:" �• • .' °•''' .:: O. Ir ZOhQdW Var]abla Air Volum V 8 alem , ` e:( AV) y s;the zone oontrol31(i5tt(he-volu-Mo of;4U it r'' •:,: >,'' ',., , '�t!40t!!tli;'rbooC(iri�a'rhlxiri9 hot and'Cdld air$lriams l�I�IY'4. btfole t, O as'persQ4bofi 5304W4 " A ^'� '�; In;one�uyith, poptpl pressurization or crbss•can(ainiAation!port , ' cerns.'thc zpno control$automatically :, rSsAt auppl)y'�ir:ie�inperatuYes to-isduee the i nefficicncy.pl 8imylterleous he8ting and cooling. 0 Aliioastcaner for rehedti ,' ', , •` tsile dco ed.or r8tt g I r' 9arlpr'�ro�ding warrrt'airin mfx:rnp'$Ole s is provided from a ,:1.;11};:. •_• 0 a erlergysourre.. '�'� ,,1• L'. .-09 hurl idily level 83 Co i s.silch rriputer►noms•'ndrnu�ScuMS'."Z4�1iRa,,4ve Gb�k'aLpplY ei�'Rows,or 30Q Cfm,or( 8, r Q's MIsC� 4. 'is -`�-- d4QNc arts a1. 1brdlrlQlo',Tilile 4a': " ' • ` ' �Yps,"all of Rhi ebgve Is true. S:�The Wi4i has irieul4lior�;aocording tb TAblei 4 c " �'` !, .x• ':..�'r • "�''Yes..'all�,ttiie aH¢tre�`ij.trye` • The fligl witter syslcm pteYenia flow ov6r 3` ----� `- _., gpm for showery;'and 0.5 qpm for-lavatories.,and limits outlet '►• • ' Idrnperittturoeta.at:a'F'rdNa4ptorie$:' . dYeeti:.ah'of t e abover ls`true.' ' .•',' ,,.� -� � , t —444 , _�_ .,_ .' I Forms 4.1 FROM ASE DESIGNERS, INC, 9 ,12, 1995 19;85 N0,15 P,12 J' < .0 •' Q: Equipment . O c (d)'V. Codb C+ h Cooling Proposed M,n'mum rt rwn fE/r's Eat)ip, ModelGspapity GEA- 'EER EER EER / tl»bhnuGiq 10, Doslgnali0n (Bt�i/h) �95•F db): (92•F Qb) (9S•F 4Q) (f3.-•F db)' ' Cam"cwpjoy c #' R�u.� 1�TU-� Q '=3.1 123 foo' :IQII; rM roauhs�rlro ,• ', •EER(8?'FA• F2.2� -oAQ029 ,rc).• _ 7. 77 1 •I • . .. .;._!�.• t—Ddes the proposed equipment meet the requlrodlequipment ellicloncy?Enter-Y'If ir,rbl 2. Chock boxes to Indicate 14 source of information. •" Y"` O ARI Applied Products Directory'.Scclion PTAC(Enter the page number) Product dais(Attach•lata furnished by the equipment supplier) Chapter,4 •SyStetp rw�r FROM HE DESIGNERS, INC, 67,,12, 1995 1996 N0, 15 P,13 .. Q ':Q . N.G.,. . t ,,; ;:, i.: ;.,; i' .;:• - ' ' •1• ,, ,, Ic�tairiiir • (a)' (t, (di' fel (q +."--, Lightiag. O C . (g) Pov'ier occu• Max Lignl)nq' Bud st' Floor Power Power. �. •pancYArea Atlpw, Budget '6blaRlr2nf�w Group Slisce Typo` ((e•d)x •)foorenai!•: • ', .. 'II area utWer I,OOb ftp:' • . "— . Flrgjirdo,taxarrpl erncr`aroa.in(c)Ihis'row '0 2.0 •0 fraal,bnd/i1u. ' oitialrwarot s..If'aria between 1;oop pad •teafK We~@ , IDhice '±6•Q00 fA.'e-, .aro4, (c)this row 1.000 1.6 2.000' iobrrts,etc. U area oYd'r 8,000 ft?.: renter greti In(Oj this row s•W 1.2' t0.00b.' ,r 9nterxrea in•(d)thia'row Q 4.0 0 :. ,y Rpto J(-pris'0&wocA-2'0M and I ; _ .:$.000;IiaNeroreaia.(c),thisrow �,:8�y' ?,000 .i �,0 ►' a>`ea over"8,00¢;Jtt:. �. ter or"ln'(c) r;00A 2.0 40•Q0 this.row. ;1: -,Total Intailoe Lghi(hg Poker 8tidget(►!V). Add amounts in column(g) T •, �:•A�us>ttzd'': .. •sum'.th •P •. . _• . • ., ,' _�.;• ..... . ►• ,,., tieri it A. opiTotal(s),Iforh'Form3i:' . L�ghtltlg 3: 'Total Ilnehl'rdb)pf trccR Cgh'[irig 4.•'irluluplya(ni.3'bY,±' d4y itivp of :5'i �'otal lnterior' htinp•Powor;'Add tills 2 and line hrrr►1r�'rrytnre- ---- ►Awll.'cvnlrols, 6: Total,Control Geiljt'lro'rir Wollcsheot sa° y Y!I Worksheet .. . ,. --L.'. Q se d :' i7 ,TW A1!)usted L'iglignq•Powair(W).$ubtti llni g Irdrtr liras s r - . _ _ :S o7 u+'odhfrot.'.. ,�. Does denine t tFie .t?•Eruer"1r'if line ~T (vedrr; badge ne Y'Is less Ihan lirye i,otherwige redesign. YES LIZ1tCd 9, •Do'aknon•oxempt>+pgpps have l9eAl II htin controls?Enter Ir i1 r - YES ighti 9 g , . true,othQrw,,;c rodcr2(gn. COnlr018' , 10'. Qa all locatl(phtln�conlydd,control less than 2,000 It;'�I area?Enter^Y .1 nue o:nerwi90 - • `redesign. � .. YES 1t: 69,,`all interilor'dlsplaib Setbrit li htirt i - jr g, g, ri juding plug-in:trail end display case lighting, have tiopami liphiiftp�conlrpli.'Eriter"Y'if true,Otherwise r8desi0n.. • 12. In quildtnga Over'4,•t)00 Il:•do the Iuminelres In office spates have separate:rulomaUc control8't0 shat '" bk the lighting during unoccupied periods?If yes,check iho type of•conirol(s)usod-Otherwlso redesign. J.Autoi Time$wirdiis j Occupancy Sensors ,Other _._. IrNl1 Forms S 1 FROM HE DESIGNERS, INC, 07, 12, 1995 1917 NO, 15 P,14 Of^:,. i;x ��•• T T •;�En(:r me ' ;• evmGira�erypc ��") (b)' QCl luminaire. Soo Lamp' t�rtnast" Tab . r'aorF Su for l-um. Fixture _ ryp/cl+►ramp I�, �¢—s�tripU—on No. Doscriptlon No, Description Power •z- '; s ihtr 5� A QucsS.d'det,nt� w filer .� •'nu/riborand ryp .16 '.C'S I'Ciccss ael(clns(�tr' I . '•,o►osrwsrs•tr;me ._ ,—�,—�---._�;. MRL ��+W. '' I �1te'�''. SS X ..' •4yniinelro.'Fw, '�. �I41' 11SE�: 'i'' .: . —,--=•.. . . �". •', .I�DrwKYrlr and ► r r ... + —. 'IC) O 2rc4 {=_03IT13 I' ICcf, 9 Aschav y' 3• X: ;;!Y�a!•apiiasr. '2 ..(ly .�cV rNd�N �'T'. •FU 3l rt3 _ , y 2 E: m•4, -Trd{�i^ .'•;; r. F 0 3? f I : ;F IyjAG S7'D(ofLQ E for. Y �sic�� lrr,<:;�: rr' Ie?'32T6' o, ror arrt;er+r Il''g( 1��Cr K• .Ts.. .' ' p'. " 'elicrnor+ic _- b W Ql1A�LTf' — ►J.C»r[ 3�{U :Mii�'rrc(or- Fd32Te yuitbur. 3t`IEjOno W ONE (bOU X 'gtAe�Obuasr . . -------------- '''sotii¢Narlona, ' . , r ' �' Chapter 5 ArYipc6l Light ,,�, FROM AGE DESIGNERS, INC, 67,12,1995 19.'61 N0, 15 P,15 T -N.Ct;':F;Q ' .W�R•t: , • • • :"..• • • , : r ; •, •:; . •�...' `'�: ' . . • ',�EMN rill pirjrldK '•• �'' •+'•".' �_, •, ..�-�•. /Drewry. (a1' :•�b� _ (c) -(d) (b), (4 IIOn•0i1m0/. '. . r y, a�nwiu4.Do nor' Room or Room grPtans Luminaire• ouanGty of Lumonsite. Pgwer Lighting Sheet No. petition'' IO Lurninalros" •Po0014'oft' Wswer. APV (/) roim ms b •Pin•;, 'DDDunrbo wr an — 3 930' ' •; ': . . p.i=M 2 228. Tzq 1 :� }t.:Page Total,Sum the amounts ailunin v) r+��, .rrtatttt■a1 Forms 5.3 FROM AGE DESIGNERS, INC, 97, 12, 1995 19:e8 N0, 15 P,16 TE Eitenor Building (b T ti hti g "8 Lighting Power P6wdr I Budget Building I A(ea or Max. Power '. Budget Component Length Allowance Total lir!Oae(edl Of 6406drwall et the ground floor -- -- fl 7. VNAL ...� 5 i 9 Z O 2•. For buildings Ivor 2b,1t.;enter the bu00;6n height over 20 fl, O• q -r�- 3' Kq ty ceu't(ti)by,-,, 2(b.).Enter into cen b — t i — ------ - 3O p 0.25 writ 4. Width of Akll doors. i. 6 III 40W-'h .5. Arq41,Of drivtr•through carioplQ t "6 Ertter*Ui'htin Powei.8udgel(W) At7o amourils'in coT Iumn . :• (d)' 16d T Aui�aln a) O ' (c) (d) (el tigtiting ''... 1�owv;ttlly Currtina�ee o1 Lumma re PowerI �QWe)t XIOrlpl 4:•. 'I'h Tye 1:0. ainaires' Power (c) x d) •Ent'erinq flur�toer. ,' � or kirn�h pros Yngr ., , •' •�' .—._..,.� r.- ` � - _ ._ -�5 '! J;um;�efe 1f.n0 i r1 rir 16 y 3 9 z y9re . iOiUlipgavaci!rr THauittrOQU } . erers:.and'or;ve .J ErcrvOo Iurli;riO-/dDs' 4h+r art oiomn f con4c4d load r;i'krillrion. Soo •' l � -•--� 1 Sacrlon.53+0(0), Total.Eilerior Building lighting Power(W).Sum amounts in column(e) e• Does design meet hudg''t7 Enter'Y"it line 7 is less titan line 6.'otherwtse.rtedesign Y ES Lighting r - .—_. - g 9. Do 2111 exterior hrmin3ire5(extmpt and non•r.xempt)have automatic col+trots to turn off lights Controls �dunn day+i nt hours of pe,iods of nonusel Errner`V'if true,othQrwise reHest n. ' 'YES » — ' - v ..-_.....�—---... _.t... 5-4 Chapfci 5 .Arlilrcial tight t FROM HE DESIGNERS, INC, 87, 12,1995 19-108 N0, 15 P,17 '•.• n•Pt7' .�::w�i, •� .�1•T,!'n. •:1 �%� '�w'!:y',: ;.ii�.l•• .'t 11�' ",11:�a r.•r11:�•..'r L':r•�. L h�' '•' i.� i ,.. 4 40 mbwo'00 Room.or 'pty:ot.Lum. • •Lum. , Luminaire •control., 'SAF' Contrpl Crtldits aaFar! rfado�ar' .Qyvy:I.t�, virtih'.Controlt 'I.O. Pvwoc Gonna fiJoi0M. C.oge value (b)x(d)z,(n tiIP\• ' .t j' 1' ••t a" .1 J. 1. 11.:., .% ,y '1 1' ;1 • 'r,' �•i1•rl :\ri. .1 It 1 Vit,,ti, •tr .. '1\4 '1 "•'' ,/'.•• .1 • r , 1. 1'•. t � • l ,� . `' 1. 'Ygtal tnjirlor.C0r>trol Ctydita:(VV):'Aid amounts in column cottfr0). PAF r 1ja1eh� lighting Controls' .Code • '' 't Value Viddr. .:.. , r SSD Daylight•Single stepped Dimming __- _ 0.10 5; MSD bay9M'Mutiiple:Steppdd Dimming 0•pp ' CO' DayIigh do'niinuous Dimming OM LM Lumen Malntohante 0,10 PAW, Wofthocts FROM AIE DESIGNERS, INC, 67, 12, 1995 19;69 N0, 15 P. IS SERIES . GC,T24 (7.5,:.10 end 1Z:5 TgnJ GCS24-953-13G3-1603 (26.4, 35.2 to 44,0 kW) PACKAGED UNITS Bullgtin No, 21002® COOLING & GAS HEATJuno 1994 `88,000 to 144,000 Btuh (25.8 to 422 kW) Cooling Capacity Sut»rseAus July 1997 126,000 to 270,000 E;tuh (36.9 to 7:1.1 1,W) Input Heating Capacity 'Ant stave«e lbrrryn +1 •I 1 v4 " , r GCS24-953 Typkel AWcations GCS24-1353.1603 Oown•Fro Supply rand Return Air Inetpflarbn Table of Contents With RMP1e Rnof Mounting Frsms. Features ....,. . Page 2 Accetisories , ... Page 3 Temperature Control Systems .....•,•,,, •... Page 4-5 Temperature Control Flowcharts .............. Page 6-7 Specifications ,.... ....................... Page B-9 Feld Installed Accessories... ...... ,,•. -... Page 10 4, FYodcl Number Identification ........I........ Page 11 Factory Installed Options Selection .....,,,... Page 12 Electrical Data ......... .......... .... Page 13 Field Wiling .•....,,.....I...................Page 1 A Electric meat Data . Page 15-16 Cooling Ratings ........................ a .....•..... Page 17-10 Blower Data. . Poge 18-20 j G;ide Specifications ................ ..... Page :r mensions_ GCS24.953 ............. . ..... ,,. Page 22-2, D mansions- GCS24•1333-1603 ..I.I ....... . Page 25-25 Norlronts'Mae)SuPDIy and PqWrn Alt installation �'me^"'io^e Accessories ................... Pugs 27-30 With PMFte Roof Mounting Frame. Installation Clearances ...................... f'age 31-32 O The made leaf symbol In this Dullctin denotes Carwdlen tlnry usage Where apprkatwe +,1994 Lenno:Indvatrics Inc. ' NO IT—Ow to L►nrsos'ongoing eomminmonl M quality,smelficationt Ratings and f):msnsiona subject to Change without nor ea. FROM A&E DESIGNERS, INC, 07,12, 1995 19; 10 N0, 15 P, 19 Modal Na CCL24.9;3GCt2a•1751 roe cools capa[ity_ wh=W) 9.',R00 127. 1 1 ,7001 . I - 'Total coofin CaGaciN-81uh Ike) _ 8f1,000(15 R1 119.000(34.91 Cooling 'Total unit watts a" 11,780 Barings •EER(8t, Watts) 10.0 _ _ 10.1 -=Integrated Purt Load Value 10.0 - .ARI Standard 270 SRN(8clal B.6 8.a Refrigerant Charge Circuit 1 (HCFC 221 S lbs,0 oz.(2.72 kg) 11 lbs.0 rte.(4-4-01 ka,--` Cin telt 2 ra Ibt._0(9.(2J1 kg) 11 ft$.0(It.(4.99 kg) Blower wheel nominal die, is width--in.Imml 12 x 12 1305 x 7051 15 x 151381 x.3311 Evaporator slower and Factory Nominal motor hp(vv) , 2 I14911 3(12?4) Drive Solomon lnetallOd Maximum usable hp(Wl 2.30 117161 3,45(257•t) •• 'Drives Voltage&phase 208/230/460v or 575vJph 208230/46gv d 575v•3ph RPM range 740_1010 1 730-950 Net fa.e area-sq.fL(m ) 7.75 10.72! 9.46(0,881 Evapgra,pr Tube diame�te +r n.(mml&No.of rows 3B(9S)-3 3/8(9.51-4 Coil Fins Per Inch(m) 14 1551) 12(4721 Expansion device typo �j Thermostatic Expansion Valve Drain connection size mp(-M,(mm)PVC 1(25.41 1(25.41 Condenser Net face Orel-sq. On-) _ -15.57 0.461 30.251?8+) Coil Tube diameter-in.imm)A No.of rpws 3r8(9,5)-2 _ Th(s.$)-a Fins per Inch Iml 20(787) - 20(787) arrww-in.(mm)&No.of blades -111 24 16101-4 (2)22(5591- 5 Condenser Air volume dm(Lis) _ 5t50 126301 8800 114155)Total Fan(s) _21Mat-horse ;y5n (1)ala(560) -5-11/2(373) Motor Tin 1075 _ 1075 Motor 4raRa 050 M. Total Sea Level � Input(low)-8tuh IkYVI _ 126.000 136.91 170,0(101;9.8) Out -Btuh lk% TWo Stage - 98,000(28.7) 137.500(38.8) Heating(,aDecity hPJt(High)-Btuh IkWI- 200,000 158 81_ 270,000(79.11 (Natural Gas Only)' Output(High)-8nlh(W) - 160,000(46.91 - �� A.GA/C•Gi,Thermel Efficiency _ 216.(00(63.31 - W% Sea Level Input(OW -1Btuh(kVln _ 12_6.000(36.9) 170.000(a9.P) Toro Stage Output 0-)-Btuh(kWl S8,1100(28,7) 32.500 Hoating Capacity Input(High)-8tuh fkW► ("t PG/Propene Gm �w_ 175,UUO(51.3) 2 , 69.2) Only) utput(High)-stuh.lklM . 142,600(41.81 .500169. AG.AJC.G�e.Thermal Efficicney 81.5%x. _ 81.6% Input l ow)-� tuh(kW) 126,000136.91 O High Altitude 170,000 149.81 Two Stege Output(low)-Btuh Ike) _ 98.000128.7) 1 500 Hooting Capacity input(Highl-81uh(k%M 192000(56.3) _ 2� (7a,ar (Natural Gas Only) Qutput_(High)-Btuh Ik%M 153 600(45.0) -__._._. C.G.A 7ltgrrnal Morey ey 3.20% 80Y. �-- o Hlgh Aft",a ^Pu1(low's etvh- ) 125,000(36.9) 170.000(a9.8) TVM Stage 0lrtput(IQWI-' Btuh(kW) 98.000(28.7) 1,32,500 138 Heating Capacity Input(Hiph)-8cuh fkwl I'rl-PG/propane Gas '175,000(51,3) 2 Only) Output(High,-Btuh(kW) 91 t426p0(11,81 1,!t251 C,GA Thernul Eff cieney 81.5% 811% Gas Supply Natural :onne3/4119) 364 f 191 ctions fpt--In.(mml ••(,PG/Propane _ 3!4 119! y4(191 ReoOmmrsnded Gas Natural _F 7(171rop4ne 11 (2.71�- 11(17) Supply Pressure-roc. , In,(kPa) 7.11. 1 "LPGr - Filters �ypo of?alter _ issDOWle•commercial rade (furnls'ttld) No.&ti=p-in,_(mm) � � � _- _ (4) 18x20x2wis.SOOX51) (4) 16x2S ,21406x635x511 Net wt pht of ba=it unit-lbr: (kg). _ 875 13971 Shipping _ 1294 1569) weight of kiaslr.unit-ibs.09)0 Package, 106014811 134516101 ElettriceI characteristics * - iu'J23ov,460v or 575v-60 hemi-3 phase -Sound Raring Number In�c cwrdunce w{th ARI Standard 170. Rated to accordance with ARI Stenear0 210840;aS'P(J5`FI ovrduor air Icmperature ane$0-!7,' 0 db/67F 11,-tegrated Pon Load value rated at 80-F 127'Ci outdoor air temperature. (t9'C)-bantering,-aporstor sir. NOTE-ARI capacity Is net arid inclUdet evaporator blower metro Mat deduction Gross capacity does not inrtune e�aDonror blower motor heal deduction. 'For tP"repshe units a Geld eort."on k11 Is nQuirod and must be ordered extre.See Optional nccesaoriry table "Using totes air volume and system static p,r sure repuiromenit determine from blower Pon ormance tables rpm n,,rt motor output required.Ma■Iusable outpul or motors furnithr . Lennox Ira ehr;wn.In Canadp,nominalmotor output is oleo ma.lnium usoble motor mur++Ir mayors Of comparable output are used. be sure to keep wiMf act ln th . rice for r;,naations Outlined on the motor nameplateOutput.. FROM HE DESIGNERS, INC, 87, 12, 1995 19; 11 NO, 15 P,20 Model No.' OC324-1353 GC324.1353 Une vottagd data--60 H4 3 phase 201W230v 460v 575v 208R30v 460v r75v' Rated 16ad amps-each 14,1114,1 7.1/7.1 5.8 4.8 17.3/17.3 9.0/9.0 7,111.1 Compressors (total) 128.2) 114.21 (11.6) 134.61 08.01 (14.2) (21 ,locked rotor amps.•each 1301130 64X4 52/52 124123 62/62 50/50 (total) (260.01 1126.0) 1104.0) 1246.01 (126.01 (100.01 Full bad amps-each 3.0/3.0 1.5/1.5 1.41,2 Condenser (total) !.7 1.9 1.6 16.01 (3.0) 12.6) Fan Motor($1 laked rotorimps-each1 3 37 29 6.0/6.0 3.03.0 2.912.9 (total) , . 02.0) (6.0) 1581 Motor Output hp 2 2 2 3 - 3 3 Evaporator W 1692 1492 1492 2238 2238 2238 elo vor Motor F II bad snips 7.5 i.6 2.7 10.6 4 9 39 Locired rotor amps 41.0 20.4 16.2 58.0 269 23.4 Recommended maximum fuse size(amps) 50 25 20 70 35 25 - L Service Outlots(2) 120 volt GFCI(imp rating) 20 20 20 0 211- 20 •Minimum Circ.k ArnpaClty 13.0 22.0 11' 56.0 29.0 23.0 Unit power factor .88 98 - .88�^ 8P - .88 98 • alar td National or Canadian Elortrical Code manual to.detormine Mn,1u&4 and difeonneta site rtqulrCmunts. NOTE--Extremes of operating range r re plus and minus 10%of One voltage.' ELECTRICAL • I f Wdef No. GC624.1603 n data-60 Hi--3 pheso 2OW23Ov 460v 575v '•j Ratod load amps- eatti 20.8/20,8 Compressor II 1616) (16.2) 3.01 (2) Looted ro s-each , 142/142 72/72 58!58 Itotall• 1288.01 (166,0) (11 .01 Full load amps 3.013.0 1.5/1.6 1.2/1.2 -Condenser (total) 16.0) (2.4) Fen Motor(s) Lackedrotor emps 75K 3.0/3.0 2.9/2.9 ftotal) (6.0) 15.8) Motor Output Rp" _- 3 7 3 Evaporator W 36 2238 2238 Blower _ Motor Full load amps lt).6 3.9 locked roto.amps 58.0: . 26.8 23.4 Recommended maximum fuss amAil 90 N 25 Service Outlets(2)1 QFC temp/bring) 20 20 20 •Minlmvm'C AmpaClry 64.0 u 26.0 c . U" /factor --� .p8 .88 -_ 88 '11dei to Nallonsl of Conadlon Electrical Code manunt to klelerrr+lne wire,fuse and disconnect si+e rnn.ji,ements. NOTE-Extremes dr operating range bre plus and minus lot%of line voltage, • e • . A.G.A.certified units must be derated when Installed at an elevation of mon thin 2000 feet(610 nil above sea level.If unit Is installed at an altitude highFr than 2000 feet(C10 m),the unit must be derated 4%for every 1000 feel(305 mi above sea level.Thus,at an aWtude of 4000 feat(1210 nil,the unit would require a dera'a of 16%. vL' P C.G.A certified units must be darated whs)t Installed at an alevalion of more than 2000 flet 1610 mi above sea level.If unit is installed at an altitude hipher than 2000 furl(610 m).the unit must be derated 104` for elevations between 2000 toot and 4500 feet (610 m and 1370 mi above sen level. T, CITY OF TIOARD May 4, 1995 OREGON A and E Designers .T.nc . 860 Corporate Drive, Suite 105 Lexington, KY 40503-2749 Project : KennN Rogers Roasters - Plan Check #3-75C 13090 SW Pacific Highway Subject : Building Plan Review (1991 UBC with Oregon Amendments) The, plans for this project were reviewed for conformity with applicable codes . Please submit the following items for completion of the pl:.in review process at your earliest convenience: 1 . Submit complete site, grading, civil and erosion control plans for review. Sheets CE1 through CE6 were not included in the :submittal . 2 . Indicate on the site plan all utilities-sewer, water, rain drains , parking lot drainage, etc. 3 . One in eight accessible parking spaces, but not less than one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31-A, figure 9, and Section 3104 (g) 2B) . Please submit a signage detail `or -ie handicapped parking stalls . Parking stall widths to he a minimum of 108 inches wide and 17 feet in length. 4 . Van accessible parking spaces shall have an adjacent_ access aisle on the passenger side of the vehicle (Section ` I 3104 (g) 2B) . J 5 . The pavement of each acc,:ssible parking space shall be clearly ( marked with the inte,-.lational syTTibol of accessibility to standards adopted by the Oregon Transportation Commission (Section 3104 (h) 2) . 6 . Accessible parking places and access aisles shall be located on a surface with a slope not to exceed 1 vertical in 50 horizontal (Section 3104 (8) 4) . 7 . Other accessible parking spaces (besides van space) shall have an adjacent access aisle not less than 72 inches wide. Where two adjacent spaces are provided, the access aisle= shall be marked so aisles will not bp used as parking spaces (Section 3104 (q) 2C) . 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 A and E Designers Inc . May 4, 1995 Page 2 8 . Indicate curb/sidewalk ramps for the accessible parking spaces at sidewalks . 9 . What is the volume of cut and the voluire of fill in cubic yards? 10 . lease complete the attached forms and return to the Building Division. 11 . At least 50 percent of all public entries, or a number equal to the number of exits required by Section 3303 (x) , whichever is greater, shall be accessible (Section 3106 (b) 3 ) . Since the occupant load for this building is 78, both exits from the dining area shall be accessible . 12 . Provide an accessible route connecting the accessible pedestrian walkways to the public way (Section 3106 (b) 2 ) . 3 . Submit truss assigns prior to framing inspection. 41 Su:)mit Oregon Energy Compliance forms for review. The perimeter insulation shall extend downward from the top of ( ' the slab for a minimum distance of 24 inches or downward to �� the bottom of the slab, then horizontally beneath the slab for a minimum total distance of 24 inches (Section G303 (d) 4) . The possibility to eliminate the perimeter insulation is an option, if the energy compliance forms can justify compliance I with Chapter 53 for the entire building. Exterior walls less than 5 feet from property lineq to be 2 �i✓ j� hour and 1 hour less than 20 feet . Openings in such walls are not permitted less than 5 feet from property lines and protected by a fire assembly of at least 3/4 hour less than 10 feet (Table 5-A) . Parapets may be required pursuant to Section 1710 . Provide Lire blocks at all ceiling lines (Section 2516 ( f) 2) . '. Reloca.:e the attic insulation to the underside of the roof deck or provide attic ventilation per Section 3205 (c) . � 1 An unobstructed floor space shall. be provided within j b-Athrooms, toilet rooms, bathing facilities and shower rooms of sufficient size to inscribe a circle with a diameter not less than 60 inches . Doors in any position may encroach into this space by not more than 12 inches (Section 3109 (j ) 2) . See the door to the men' s restroom. A and E Designers Inc . May 4, 1995 Page 3 Handles, pulls, latches, locks and other operating devices on / doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist o- arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall_ be not greater than 5 pounds force (Section 3109 (c) l) . The highest. operable part of en,rironmental and other cc-)ntrols, L / dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges specified in Section 3109 (b) , and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor r1 (Section 3109 (c) 2) . 3ountertops and sinks shall be mounted at a maximum hEight of ' 34 inches above the floor (Section 3108 (d) 3 ) if accessible to the public. 43 . Provide at least 5 percent, but not fewer than one accessible seat and table in the dining area. Accessible fixed or built- in seating or tables shall comply with Section 3109 (r- ) . In eating anti drinking establishments, such seating or tables shall be distributed throughout_ the facility (Section 3108 (d) 5) . /;4 . If tray slides are installed, they shall be mounted riot more than 34 inches high above the floor (Section 3109 (u) 2B) . The one--hour shaft for the type 1 hood to axtend down to the top of the hood. c The one-hour shaft for the type 1 hood cannot enclose roof tr,,sses as part of this assembly. Also, the shaft needs to be a separate system without trusses extending through such shaft . ��. Provide a typical installation detail of the suspended ceiling for seismic zone 3 . J Cooler to be approved by State of Oregon. �� . Submit a cop; of Washington County' s Health Department report (_. for review. The following mechanical corrections are noted (1991 UMC with Oregon Amendments) : A and E Desigr:ers Inc. May 4, 1995 Page 4 1.� Each room provided with an exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and makeup air systems shall be connected by an electrical interlocking switch (Section 2003 (i) ) . (Need clarification of how the proposed system works and meets cede) . e following structural concerns are noted: Minimum roof live load (snow load) is 25 psf . Page 1 of the codes specifies 20 psf . 2 .; Provide a foundation investigation report pursuant to the requirements of Section 2905 by a State Licensed geo-tech engineer (sheet S-1. calls for 25.0 psf) , �. Re-do seismic analysis for zone 3 . Also, does wind govern? . \\ Provide details and calculations for awnings . . 1 Indicate the location of all shear walls including the appropriate details on the plans per the calculations (plywood nailing, holdowns, etc. ) � . Sheet SP-2 calls for 3000 psi concrete minimum. Sheet S-1 \, calls for 2500 psi concrete minimum. Please clarify. Submit calculations for columns . Provide calculations for the loading of the mechanical equipment on the roof (including seismic bracing) . f1C"� 9 . Submit calculations for footing/foundation.- ? FUv,rJ,L 1 Submit calculations for the 8 foot privacy wall . Please make these corrections on the appropriate pages of the drawings and resubmit three copies of each page to the City of Tigard for review. This plan review does not include electrical or plumbing plan reviews . Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . A and E Designers Inc. May 4, 1995 Page 5 If you have any questions or concerns, please do not hesitate to call . Sinc rely avid Scott, P.E. Building Official DS:wh PRMSYS\.DOCUMENT\BUP95_01.37\PC#375C.DOC SKETCH SHEE"Y A&E DESIGNERS, INC. Project -� wCd .I.Drwo•5i91e 105 (606)7178173 t-Mgi—K-1—ty 40503 7769 (606)77346M1Ax IIIIv 1 : 1995 Job No. Client _ nate GUMMUNIIY ULYELUNMENI- — Location � E .,n/, By 1 , a zX f wi n l�xcf i 57Q'�Ds U r[v :/Fy v 1j� J..ve,L.c4o o �Z �1 �y /,�/o c 7 14a<- la� Ti/v5 Cho �:•. LnAi�S b) u..3,-C, J' .c-J oma'G SKETCH SHEET A&E DESIGNERS, INC. Project eoocapr>„bar�.•wrreros (606)2236+23 rmupron,K..f %y 405032749 (6061 223 4&M FAK Job No. Client — _ Date9r- Location Aoe-- e By 5�ect -2 -II,— Icy AJ-KLa_j ��f t�✓��.� //� 'r' / tom,/ (_<rC�I �G/�Oe�i/! \J �i.{•! Pt d Ce- Ile Gle Cf, F_ /tc6 r / 14fe- Q/o "7Z- LATH U nTa+— WA" T �cam'7� � S 2 d) T X SKETCH SHEET Ili A&E DESIGNERS, INC. Gn3 e,13 Project SM rp7v nati .sun,.,os 110+1 I O.nvJt MVuv4050]1749 113 4846 fA% Job No. Client Date Location - 14,zer�, �AJ `L _") Cc--v1 S -I I �z! _ o� ►c�. SIT k� o _z c r' 07 29 Ir l (:h - r CC') (-rJ rV ll� Cz V�J�ra rl IID, "1 /� L, /•3ZX r Lee k)a ,,4s a (G. .45!zA 5t7Z_s) _ — // 9 Pr �IqL c,�laus = IG. y K. b (I,�zx -7 t, z6) -I(?✓,l1 L�.1 '�G r�Y[tIG rj�� IlO.d>< bC � ��/�• � ?� ZS) - /�• ��jF /1 `TSTA L- tk/I A Jc> ( 17, Co 2! SKETCH SHE_E� OOF A&E DESIGNERS, INC. Project.�a&z 46DCaPa-f-I>—.$41111109 1606)273-4123 lOOVfn.Va f—ky A0!07 49 1606172334461 Ax Job No. Client Date Location ?'I 1,n_ ��A / By _ _ � .QX L- s/,c) 4 d F lI 4e T" V e �w z/3 /Sc = 2. 75 �j17�c S 514- go�I �i�o�tl�.ti 0.✓c. cl k� 01..E e-1-5c Ro = G� Z = j� _ '4"30 ,. due L 3 KI c� 12, Te1#1 /303-' )?7-d ;V2- 1303tf 3 7p� 4.0.n� C '2v 1/t rAS k--. �r SKETCH SHEET A DESIGNERS, INC. Project 66p� oas Jas U Caf-r xrole(>,Ive•Su6e IU5 16061727-0127 1.&Vf 7n.Ken1,Ckv AW,03 2749 16061223 4646 fAk Job No. Client _ Date Location a,12 4 1 By a) �.r.-• r 1,� 1 cin h�'a�'w� �es.��- r. I 7 l� '14 A,770A/ /LA7c G E ,gip Art - a >< I=�5 K s.5 i0,s s4 , ;ti o� i ,In. s ,� 1�0o �'� - 9900 # > o0 A/v 7c` '.-/v &-- I&//V C F jiuFE 771-0 /1 04-C AFA,s,,� A,- 141 3 /Zx2 oV,,t-1TdPr��c/y 'fix I Cay X I S'P.t��x ,3�2 c 3coo KETCH SHEET OffA&E DESIGNERS, INC. Project rare= �-- ,e WC«pnotn[),Km Sure tGS IMM:: 8173 le.Npltx�x�Kenhir4Y A(U0�7749 :MMI M n%Ali 1 AM Job No. Client Date Location _—.Scr '�'�7_� °_-) By 40 _ Au Pr ro„, k�. z 2 x z x d�jz v x ' ='/2 = z�20 4t if c/P�t r 41 , 31 s -N Qozl�3 -0 ,4ou> tf zx 6 X l S x /ofl/ G OMMOtiJ 4 " ALL- 0 L� - /04 Cor rM o�'-r /2 /.�/� iyr •A 7c: > 71 ar d/I 2� SKETCH SHEET A&E DESIGNERS, INC. Project 116000.P.014N".StlI.10S (606)7L 6123 _----- --_— Le.lnplm.K—I Cky405072)e0 IW61 723 48M FAX Job No. Client Vex Date -- .-- Locat'on _ 7TH � _�? — By — 11J., ` -- lite�G�a•-mac Ca-I 0A /mac if.// L a_A �- e— V 4 Me x- - r r r !' 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F�oject� 660C—"u1W—Su41404191Q5 ("1773 4123 I a.InO�a,K—ZA V 40,507 2749 773 4446 F A■ Job No. Client Date Location T/1g � Cgy/ By Design of Masonry Walls lu-esist Wind or Seismic Loads / $,/tet Nor;..;nal thickness, in 8 Vertical bar Spacing, in 32 Fm (Type S mortar) 450 psi Fs(Grade 60) 24000 psi Wall Weight, psf 85 Walt Height, ft 8 Seismic Zone 3 Loads Wind= 29.0 psf Seismic Loar:-, P=Z•I•Cp.W Z= 0.75 1 = 1.0 CP= 0.3 W= 85 psf P= 19.1 psf Controlling load- WIND Design Load= Nsf Peinforcement Design Mu= 232.0 fl-lb/ft= 2784 in-lb/ft (s.support) Mu/_= 257.8 ft-lb/ft= 3093.333 in-lb/ft Mu= 928.0 ft-lb/ft= 11136 In-lb/ft (cantiliver) No. bars(1 or 2) 1 Bar Size 5 As= 0.306796 b= 32 in (Bar Spacing) d = 3.81 P= 0.0025 pn = 0.0541 k= 0.279 j = 0.907 Allowable Moments Ms = 9541 in-lb/ft OK Mm = 9923 in-lb/ft OK Allowable Moments increased by 1/3 for Wind or Seismic Forces. Ms= 12690 in-lb/ft OK IVh 13197 in-lb/fl OK DATE: PLANS CHECK NO.: 4-1 )4q q5 3 - 75C1 PROJECT TITLE: _ Ke►nr1L,,,�1 oc�ers �ocL.s�er5 COUNTYWIDE TRAFFIC IMPACT FEE APPLICANT: WORKSHEET Ha-r-,r, - M rnov-�a_ le. (FOR NON-SINGLE FA,INtILY USES) MAILING ADDREF.S: \ Zs55 ;5 Lo 31�rc� . CITY/ZIP/PH ONE: RATE PER T" O Z 3 ND USE CATEGORY TRIP TAX MA NO.: RESIDENTIAL i $155.00 Z5 I O Z G B -' O Z J Q 0 BUSINESS AND COMMERCIAL $39.00 SITUS NO.ADDRESS: OFFICE 143.00 1309n 5 LJ PcL.c4;c. w INDUSTRIAL $150.00 p� INSTITUTIONAL $64.00 \ Gh uU PAYMENT METHOD: CREDIT INSTIT JTIONAL ONLY: BANCROFT PROMISSORY NOTE, t;4413 USE CATEGORYESCRIPTIO OF USELEKnAYAV(I. MP RAJ WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY `a 9 3 r v� U r 10 0. 0 0 HAsls: A P P I; c_cL v,.+ 4 ' P C)s e s CON , I-S L. .c-�- CALCULATIONS: —j' 1 t- = j``�'S ~ Tr F= (P\vP_r-ck- �-I cA T 1SF Tf P ra�C CAt�QO�� 100. 00 - 2-9-. ,300 PHOJECT TRIP ERATION: ADDITIONAL NOTES: PrJJ eCT.� 1/ FOR ACCOUNTING PURPOSES ONLY: T; ru.�4/ /` 1 2 R AD AM,-.: ,1 37(c� T SIAM T.:/ 5AT.: / .J 3 5 7 61 PREPAREDR CC WASHINGTON COUNTY' TIF NOTEBOOK form tif10 April 14, 1995 Harris & McMonagle Associates, Inc. CITY OF TIGARD 12555 SW Hall Blvd. OF Tigard, OR 97223 TRAFFIC IMPACT FEE FOR KENNY ROGERS ROASTERS RESTAU ANT Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $ 11 ,614.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1 st of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that categorv. A notice of appeal must be received by the Csv Recorder no later than 5:00 p.m. on April 28, 1995 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171 . 6-"— LJ - Sue Wheeler Development Services Technician r.: TIF file Budding file Owner 13125 SW Hall Blvd, Tigcrd, OR 97223 (503) 639-1171 TDD (503) 681-2Ti 2 - C'I'TY OF T I GARD - REC;'F [r-T OF' PAYMENT Rr-,('F-I Pl NO. f_'Mr:(:K AMOUNT R21. (J0 NAME. ROPRTERG CORP f;AS.ili AMOUNT a 0. 00 'ADDRF'99 a 899 W r"Y'rIRES', C:RELF, Rn ("TE 500 PPYflFNT DATE s U4/Vk3/9`5 ,U13P I U I El 1 ON FORT t_.AUDERDAl._F: Fl_ 33309- PURi-InSF OF PAYMENT AMOUNT PP I V PORPC1SE OF' PnYMU NT AMOUNT PA t T) �►UI!.��INf? F'C'RM L''I..ANCK?-•7`5 10SEl. Q�t11 PLAN C:HFC:K F`t" CyFi7. 7C� FlPF I.TFE SAFkY PLAN CK � 423: Fo ST. BUIL..() PER r' I••('NNY F,("U31-R9 ROASTERS (� TOTAL. OWN-INT PA I C) — -- -_ .._> r. F i NV1 1 WATER QUALITY POND CALCULATIONS: PROJECT: KENNY ROGERS DATE: 3/1/95 Pond Size Calculation: 7 v (Calculate the size of pond required to contain a summer .storm event of 0.36 in upon the created impervious surfaces) TOT-IL 1.111'ER 1701 S OT.4 L11PER 170 CS = OFLOTS S7RF.F.T.IRF l (SF) g ARE4 r.ti'F, 1 J 0 26,733 26,733 ([sing 2.640 S.F.per lot created) 1 OLC:11E OFP0.1D REOC7RED/C.F.): 8O2 P^� ,A,c4VC4 E- (6z3.2 tg7. 7)1Z ] x Z.-5 > goz s,f 4,-wj-(ii:,7d T C K_ Pond Drainage Calculation: (Calculate Orifice Size needed to drain a given size pond in a given=of hours) POND 1 IOL C:11E POAD DEPTH DR IIN T1.11F. (CUBIC FEET) (FEET) II r l(RS) 0,802 2.5 96 C4LCt-L,4TED.4f G..4RE4 (SOURF FEET): 320.796 c.4LCC'L.4TED ORIFICE DUVETER(INCHES): 0.33 Ao=2At[(h1"0.5) - (h2"'0.5)J / [CdT(29)"'0.5] W14ERE: Ao=orifice area (square feet) At=pond area (square feet) ' hl-h2= difference in fluid levels (feet) Cd= coeficent of discharge=0.62 (sharp edged) T= time to lower water surface from hl to h2 (seconds) g= acceleration due to gravity= 32.2 ft/s"2 From tank drain time equation shr,Kn in: Civil F-ngineenng Reference Alanual, hchuel R.Lindberg.P.E. p.3-23,eq.3.9" .r GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS PROPOSED KENNY ROGERS ROASTERS RESTAURANT Ei,ST CORNER SW PACIFIC HIGHWAY AT SW GARNETI STREET TIGARD, OREGON PROJECT NO. 2G-9505010 1.0 EXECUTIVE SUMMA RYO TU LINE The following is a brief summary outline of the report conclusions and recommendations. The accompanying report should be read in complete context for proper interpretation Site Preparation • Dry Weather: Strip 6 to 8 inch (7 inch average) topsoil/root mat layer. Strip 12 inches of low strength, moist ubgrade soil from the building pad and pavement areas. • Wet Weather: Undercut an additional 12 inches, throughout the building and pavement areas, followed by placement of a 12 inch thick crushed stone working mat. Raise to grade with imported select structural fill. Perimeter drains may he necessary to remove shallow groundwater. • On-site soils have significantly elevated in-situ moisture contents and significant drying of these soils, even during a period of favorable weather, is expected to be necessary. The use of an imported select structural fill may be necessary to expedite construction. 1111ilding Foundations • Conventional Shallow Foundations or Turned Down Slab -'� 2,000 lAf maximum allowable soil pressure •L Suitable bearing existing soil or newly placed structural fill, expected to be available at depths of I to 3f feet. • Four (4) No. 5 rebars in strip footings. lWilding Floor Slab • Conventional Slab-on-Gracie • Heavy Welded Wire Mesh Reinforcement (6x6-W2.9xW2.9 WWF) Pavements • Parking Stalls: :3 inches of asphaltic concrete over 0 inches aggregate base course. • Drive I..anes: 3 inches of asphaltic concrete over 9 inches aggregate base course. • 7 inch thick properly reinforced concrete pad in trash enclosure approach area. Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 2 Envirownental Considerations No volatile odors, stainings, or vapor le-els detected within the recovered soil samples during the PiD vapor scan. 2.0 SCOPE OF SERVICES The scope of services authorized for this project and performed by Giles Engineering Associates, Inc. (Giles) was conducted in accordance with Gilds Proposal No. 2P-950509. The scope of services included a site reconnaissance, subsurface exploration, field and laboratory testing, and geotechnical engineering analysis to provide criteria for preparing the design of the building foundations, building floor slab, and parking lot pavement along with site preparation recommendations and construction/design considerations for the proposed development. In addition to the previously described geotechnical services, all below-grade soil samples recovered from the field exploration program were subjected to it Limited Volatile Organic Cornpound Vapor Scan. The evaluation of additional geoenviroil mental aspects of this was considered beyond the authorized scope of services for this Geotechnical Engineering Exploration and Analysis. 3.0 SITE AND PROJECT DESCRIPTION 3.1 Site Description The subject site is located at the eastern corner of the SW Pacific Highway and SW Garnett Street in Tigard, Oregon. At the time of the subsurface exploration the subject site was vacant with no evidence of previous developments. Ground surface cover consists of relatively dense grass and weeds with several large trees present on the southeastern section of the property. Site topography consists of relatively level terrain within the main portion of the site, although SW Pacific Highway is approximately 5 feet above the main portion of the subject site and SW Garnett Street is approximately 2 feet higher. Adjacent facilities consist of a school located northwest of the subject site, inulti-family residential units to the southeast of the subject site, a restaurant and coffee shop located northeast of the subject site and a medical center to the southwest of the subject site. 3.2 Project Description M. Detailed site grading information was not provided as part of the preliminary project data supplied to Giles. Rased cm the existing site topography, a finished floor elevation of El. 95.0±, relative to the temporary benchmark indicated on the attached Boring Location Plan i I Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-95050111 Page 3 (Figure 1) has been assumed by Giles for this geotechnical analysis. The existing ground surface elevation at the test boring locations within the proposed building area range from El. 94.2 to El. 94.8. 'Therefore, only minor amounts of grading are expected to be necessary to achieve the proposed site grades, exclusive of site preparation and overexcavation requirements. Giles should be notified if the proposed site grades are modified from these stated above, since revisions to the recommendations contained herein may be necessary. 4.0 SU SURFACE EXPLORATiON 4.1 Subsurface Exploration Seven (7) soil test borings wc,e drilled for this project to depths ranging fro►n approximately 5 to 15 feet below existing grade. The approximate test boring locations are indicated on the Boring Location Plan (Figure 1). The Boring Location Plan, as well as copies of the Test Boring Logs (Records of Subsurface Exploration) are enclosed in Appendix B. Field and laboratory test procedures are enclosed in Appendix C and D, respectively. The terms and symbols used on the Test Boring Logs are defined on.. the General Notes enclosed in Appendix E. 4.2 Subsurface Conditions Each of the test boring locations identified it surficial layer of topsoil, ranging from 5 to 6'/2 inches in thickness. Most of the test borings then identified a layer of till and/or possible fill extending to depths of 21/: to 3 feet below existing grade. In general, these fill soils consist of dark brown clayey silt with little fine to medium sand, trace fine gravel. and at some test boring locations, trace asphalt content. These till and possible fill soils possess low to moderate strengths and relatively high in-situ moisture contents. Underlying native soils generally consist of medium stiff to stiff silty clays and clayey silts with varying fine sand content and trace organic material. Several samples of the native materials exhibited moderate mottled coloration indicative of moisture content fluctuations. The silty clays and clayey silts extend to depths of 81/2 to 12 feet below existing grade where loose to firm fine sandy silts and silty tine sands were encountered, extending to at least the maximum depth explored of 15 feet. Free water was identified during drilling at depths of 9 to 13 feet. Free water did not accumulate within the open test borings upon the completion of drilling activities. However, the presence of the low permeability silts and clays would require an ex ended monitoring period to determine the location of rhe static water table. Extensive caving of the test borings prevented the taking of delayed water level readings. Based on the depths at which groundwater was encountered in the test borings, and the in-situ moisture contents of the recovered soil samples, N Nr Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 4 the groundwater table is considered to have existed at a depth of 7 to 9 feet at the time of the subsurface exploration. The above described subsurface conditions have been simplified somewhat for ease of report interpretation. A more detailed description of the subsurface conditions at the test boring locations are described on the test boring logs enclosed in Appendix B of this report. 5.0 CONCLUSIONS AND RECOMMENDATIONS Conditions imposed by the proposed development have been evaluated on the basis of the indicated finished floor elevation, engineering characteristics of the subsurface materials encountered ir. the Borings and their anticipated behavior both during and after construction. Conclusions and recommendations r resented for foundaticm, floor slab, and pavement design, along with site preparation and construction/design considerations are discussed in the following sections of this report. A Orief discussion of seismic considerations and the vapor scan results is also included in this report. 5.1 Soil Vapor Scut The recovered soil samples did not exhibit odors or discolorations which would potentially be indicative of volatile organic compound (VOC) content. in addition, the results of the vapor scan conducted on each of the recovered soil samples using a photoionization detector (PID) did not indicate the presence of any detectable levels of volatile organic compound vapors within the headspace of the soil sample containers. The procedure used for the PID vapor scan is discussed in Appendix D of this report. 5.2 Development Recommendations Based on the subsurface conditions encountered at the test boring locations, which were performed following a moderate period of rainfall, it is our opinion that the following site preparations procedures will be required: 5.2.1 Site Stripping Initial site stripping should consist of removal of all vegetation, deleterious materials and/or debris which may exist,at the time of development. Based on the conditions identified at the time of the subsurface exploration, stripping of 6 to 8 inches of topsoil and/or organic materials should be expected. Removal of several large tree root balls is also expected to be necessary. Proposed Kenny Rogcrs Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 5 5.2.2 Site Undercutting/Stabilizafion Based on the conditions identified at the test boring locations at the time of drilling, removal of 12 inches of low strength native silty clays and/or clayey silts throughout is expected to be necessary to obtain a stable subgrade. This estimate is based on the moisture content and in-situ strengths of the near surface silty clays and clayey silts as well as the moisture sensitive nature of these soils. Additional depths of removal are expected to be necessary in isolated areas, to remove zones of soft soils as identified during the site grading process. If construction occurs during a period of wet weather, additional subgrade stabilization techniques, as discussed in the following section may be required. 5.2.3 Wet Weather G e u►n If construction occurs during a period of wet weather (typically during the months of November through April) it is anticipated that moderate to severe subgrade stability problems will develop. Therefore, if construction is expected to occur during this period, it is recommended that the development budget includes costs associated with rhe following grading activities, in addition to those presented previously: • Removal an additional 18 inches of soil from within the entire proposed building and parking area. • Placement of a 12 inch thick coarse (2 to 4 inch particle size) crushed stone working mat to obtain a stable subgrade. • Placement of new impacted select structural fill to raise the site to rough finished grade. • Installation of perimeter drains around the site to provide for removal of shallow groundwater. 5.2.4 Proofroll and Compact Subgrade The exposed subgrades within the building and the new parking areas should be proofrolled in the presence of a qualified soils consultant with appropriate rubber tire-mounted heavy construction equipment or a loaded truck to detect loose, yielding soils which roust be removed to a stable subgrade. After removal operations, the suitability of the subgrade within the proposed building foundation influence zones should be evaluated using the parameters indicated in the Evaluation of Foundation /;tearing .Sails section (5.4.2) of this report. Any additional low strength soils identified during this evaluation should be removed to a level of er Proposed Kenny Rolers (toasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 6 suitable native soils. Following proofrolling i.nd completion of any necessary overexcavation, the subgrade should be scarified to a depth of 10 to 12 inches, moisture conditioned (wetter or dryer as necessary) and recompacted in accordance with the enclosed guide specifications. Low areas and excavations may then be backfilled in lifts with suitable non-organic low to :,on- expansive (PI< 15) compacted backfill. 5.2.5 Reuse On-site Soils On-site soils may be reused as structural compacted fill for foundation, floor slab, and pavement support provided they do not contain significant deleterious content or oversized materials. However, the on-site soils, which consist primarily of silt, with varying clay content, require compaction to be performed within a narrow range of the optimum moisture(±2 percent of opth,ium) to achieve proper compaction for load bearing characteristics. Furthermore, all of the on-site soils have in-situ moisture coi.1ents well above the optimum moisture content, and therefore significant drying is expected to be necessary before these soils can be used as compacted structural fill. Depending upon the time of year during which construction proceeds, drying of these soils may not be feasible and in imported structural fill source may be required. Placement of till and backfill should be performed in accordance with the guide specifications enclosed in Appendix E of this report (Standard Proctor Procedures). The selection, placement and compaction of structural fill should be monitored and tested by the soils consultant. 5.3 Site Development Considerations 5.3. l Moisture Sensitive SubQrade Soils The near surface soils consist primarily of silt, with varying clay content and therefore will become unstable if exposed to significant moisture infiltration or disturbance by construction traffic. The site should, therefore, be graded to prevent ponding of surface water and to prevent water from running into excavations. Foundation and floor slab concrete should be poured as soon as possible after excavation, with all trenches backfilled immediately after the concrete Inas set. Accumulated water in foundation excavations must be removed immediately. Softened, eroded, disturbed or excessively wet soils are recommended to be either: 1) removed, dried and recompacted; 2) removed to a suitable beering subgrade and replaced with new structural compacted fill; 3) mechanically stabilized with a coarse crushed aggregate (possibly in conjunction with a geotextile) compacted into the subgrade; or 4) chemically modified with hydrated lime or Portland Cement and recompacted. Considering the moisture sensitive nature and the high in-situ moisture contents of the existing subgrade soils, subgrade preparation problems should be expected unless construction proceeds (hiring it period of dry weather. Additionally, depending upon removal operations, the use of temporary aggregate construction Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 7 roads may be needed to protcrt thr disturbance sensitive subgrade. Construction trid'hc should be restricted to the haul roads. 5.3.2 Excavation Consider tions Some of the silty soils on this site possess relatively low clay content and therefore caving of excavations may occur. The sidewalls of relatively shallow excavations may be sloped in the anticipation of caving. Deeper excavations may require shoring or some other form of external stabilization. 5,.3.3 Groundw ter The groundwater table is considered to have existed at a depth of 7 to 9 feet at the time of the subsurface exploration. However, significant fluctuations in the groundwater table may occur and groundwater levels may rise to higher depths during periods of heavy precipitation. Based on the in-situ moisture contents of the recovered soil samples, and their mottled coloration, the historic water table may have been as high as 3 to 5 feet. Sump pumps placed in the bottom of excavations are expected to be adequate for dewatering above the water table. Interceptor trenches or v-11 points are expected to be t,ecessary, if excavation below the water table is required, as may be necessary during a period of wet weather. 5.4 Foundation Recommendations 5.4. 1 foundation Desian Parameters Following proper subgrade and site preparation as recommended above, the foundational soils are expected to consist primarily of low to moderate strength native silty clays and/or clayey silts, existing possible fill soils, or newly placed compacted structural till. Pased on thi!' subsurface profile, the proposed building may he supported by a ronvertional shallow foundation system. The foundation system may consist of either inder,prdently poured spread footings or monolithically poured foundation and floor slab (thickened slab) designed as follows: • Maximum, net allowable soil bearing pressure: -,000 psf • Minimum footing embedment into suitable bearing soils: 12 inches • Minimum wall/column footing width: 14 inches/24 inches Minimum longitudinal reinforcement within strip footings: Four (4) No. 5 rebars (2 top and 2 bottom) Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 8 The minimum longitudinal reinforcement presented above is considered warranted based on the presence of somewhat variable strength possible till soils as well as zones of lower strength native soils. This reinforcement is based on a minimum 12 inch thick, maximum 24 inch wide footing. A thinner or wider footing may require additional steel to develop the intended rigidity. The actual design of the foundations should be performed by the structural engineer. Trench footing construction may be utilized where the building code allows, and the excavations remain stable. 5.4.2 Evaluation of Foundation Bearing Soils Soil suitable for direct foundation support or to serve as the structural fill subgrade within the foundation influence zone and thereby provide indirect foundation support should exhibit at least a 'ouie relative density (average corrected N-value of at least 7) for non-cohesive soils or stiff comparative consistency (average q„ value of at least 1.0 tst) for cohesive soils for the rezommended 2,000 psf bearing capacity. For design and construction estimating purposes, suitable bearing soils are generally anticipated to be available at about I to 3 feet below existing grade following the recommended subgrade preparation procedures. Structural fill placed and compacted under engineering controlled conditions is considered to be suitable for direct foundation support. Evaluation of the foundation bearing soils is recommended to be performed to a depth of 4 feet or the equivalent of two footing widths, whichever is greater, below planned bearing grade, or as deemed necessary by the soils consultant. This evaluation should consist of in-situ strength testing using a dynamic cone penetrometer (DCP) and/or a calibrated hydraulic penetrometer. If unsuitable bearing soils are encountered, they should be excavated to a suitable bearing soil subgrade and to a lateral extent as defined by Item No. 3 of the enclosed guide specifications with the excavation backfilled with structural fill to develop a uniform bearing grade. Isolated excavations required to remove zones of unsuitable soils can also be backfilled with lean (1,500 psi) concrete slurry, which will reduce the required lateral extent of the overexcavation. Isolated stepping or thickening of the strip footings is not recommended since this will tend to reduce the effect of the added rigidity provided by the additional steel reinforcement. 5.4.3 Minimum Embedment Depth The local building code is understood to require a minimum 12 inch foundation embedment depth. However, based on bearing considerations and to provide additional _. protection for moisture sensitive subgrade soils, a foundation embedment depth of at least 18 inches below adjacent exterior grade is recommended for perimeter footings. Interior column footings may be founded immediately beneath the floor slab. All footings must be protected r Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505011► Page 9 against weather damage both during and after construction and must he tiupported within suitable hearing materials as recommended herein. 5A.4 Estimated l"oundation Set tlemeets Post-construction total and differential movements (settlement and/or heave) of a shallow foundation system designed and constructed in accordance with the recommendations provided in this report are estimated to be less than 1.0 and 0.5 inches, respectively. Differential settlements are expected to occur over a 20-foot span, thereby resulting in an angular distortion on the order of 0.002 inches per inch, which is considered within tolerable limits for the proposed structure, provided that the structural design adequately considers this distortion. 5.5 Floor Slab Design Pa•auneters Areas to support floor slabs should he prepared in accordance with the work recommended in the Site Preparation Necomrnenclalions section of' this report, and the foundation and other excavations backfilled with structural compacted till in accordance with the guideline specifications enclosed in Appendix E. Utility trenches should be backfilled with properly compacted structural till soils. Based on the anticipated grading which will c,ccur at this site, the floor of the new structure may be constructed as conventional slab-on-grade supported on existing native clayey silts, newly placed compacted structural fall, or existing possible fill soils which have been evaluated and approved by the soils consultant. Therefore, based on geotechnical considerations, the design of the floor slab may be completed as follows: • Minimum slab thickness: 4 inches • Minimum slab reinforcement: Heavy welded wire mesh (60-W2.%W2.9 'NWF) • Slab underlayment: 4 to 6 inch thick layer of compacted coarse granular material overlain by vapor barrier. If materials underlying the vapor conG,in sharp, angular particles, a cushion layer of sand approximately 2 inches thick or a geotextile should be provided to protect it from puncture. in addition, the vapor barrier sheets should be evaluated for holes and/or punctures and the edges overlapped and taped prior to placement. A second layer of sand should also be considered for placement above the vapor barrier, to promote proper curing of the concrete slab. .a Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 10 With proper site preparation and construction monitoring, the post-construction total and differential movement of the floor slab structs rally isolated from footings and constructed as recommended is estimated to be less than 0.5 and 0.3 inches, respectively, which is considered within tolerable limits for the proposed structure. Movement of a monolithic footing/floor slab system is expected to be similar to that previously discussed for a spread footing foundation system. The actual design of the slab should be performed by a qualified structural engineer to ensure adequate thickness and reinforcement. 5.6 Pavement Design Parameters Site preparation in the pavement area should be completed as previously r,;commended ir. Section 5.2 of this report. As stated in Section .5.2, the extent of subgrade preparation which will be necessary will highly depend upon the time of year during which construction occurs. 5.6.1 Asphaltic Concrete The following table presents recommended thicknesses for a new flexible pavement structure consisting of asphaltic concrete over a granular base, along with the appropriate State of Oregon DOT specifications for proper materials and placement procedures. This pavement design has been based on an California Bearing Ration (CBR) of 2, which is considered representative for the encountered on-site soils. However, since new fill materials may be imported to the site in the event that the on-site soils become unworkable, it is recommended that additional CBR testing be performed upon the completion o1' site grading to verify the need for the following pavement section. It' higher quality fill soil is imported to the site, a substantial reduction in the thickness of the proposed section may be achieved. It should also be noted that local codes may require a specific CBR test be performed or may specify a minimum code pavement section. An alternate pavement section has been provided for use in parking stall areas due to the anticipated lower traffic intensity in these areas. However, care must be used so that truck traffic is excluded from areas where the thinner pavement section is uscl since premature pavement distress may occur. In the event that heavy vehicle traffic cannot be ;xcluded from the specific areas, where the thinner section is planned, the pavement section recommended for drive areas should be utilized throughout the parking lot. w. Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2(i-9505010 Page I l ASPiiALT PAVEMENTS Materials Thickness (inches) Oregon Slate Highway -- Division Standard ?arkhig Sialls Drive Lanes Specifications Asphaltic Concrete I l Section 403, Surface Course (a) Class C, (b) Asphaltic Concrete 2 2 Section 403, Binder Course (a) Class B, (b) Crushed Surfacing 6 9 Section 305 Base Course NOTES: (a) The surface and binder course may be combined as a single layer placed in one lift if similar materials are utilized. (h) Compaction per Section 403.45b. (c) May be necessary depending upon subgrade conditions at the time of construction. 5.6.2 Portland Cement Concrete Considering the higher pavement stress in the trash enclosure area, a 7-inch thick properly reinforced concrete pavement with a 4-inch compacted coarse granular base placed on a properly prepared subgrade should be considered in the trash enclosure loading zone. Concrete pavements may also be desirable for truck loading areas or other high traffic areas of the site. The preparation of the concrete pavement areas should be performed as previously described for proposed asphalt pavement areas. A 4- to 6-inch thick layer of crushed aggregate should be placed below the pavement to serve as a leveling course and ens-,ire consistent thickness. In addition, a crushed aggregate base course provides drainage below the pavement and a more uniform support subgrade. Materials and construction and procedures for concrete pavements should be in accordance with the Oregon State Highway Division Standard Specifications, Section 4.50. f Proposed Kenny Rogers Roasters Restaurant Tigard, Oregon Project No. 2G-9505010 Page 12 5.6.3 General Considerations Pavement recommendations assume proper 1rainap.,z and construction monitoring, and are based on traffic loads as indicated in Appendix A Pavement designs are based on either PCA or AASHTO design parameters for twenty tt0) year design period. However, these designs are also based on a routine pavement maimenance program and significant asphaltic concrete pavement rehabilitation after about 8 ro 10 years, in order to obtain the anticipated 20 year pavement service life. 6.0 GENERAL COMMENTS Development of the proposed site entails some soil and foundation-oriented problems, especially with respect to the presence of extremely moisture sensitive nature of the on-site soils, which may result in grading difficulties, especially if construction occurs during a period of unfavorable weather. Recommendations presented in this report are predicated upon site preparation, foundation, floor slat), and pavement construction monitored by a qualified soils consultant. Soil samples obtained during the subsurface exploration will be retained for a period of 30 days. If no instructions are received, they will be disposed of at that time. This report has been prepared exclusively for Roasters Corporation in order to aid in the evaluation of this property and to assist the architects and engineers in the design and preparation of the project plans and specifications. Copies of this report may be provided to contractor(s), with contract documents, to disclose information relative to this project. The report, however, has not been prepared to serve as the plans and specifications for actual construction without the appropriate interpretation by the project architect, structural engineer, and/or civil engineer. Reproduction and distribution of this report must be authorized by Roasters Corporation and Giles. This report is intended for use with regard to the specific project discussed herein. This report bas been based on assumed conditions and characteristics of the r.oposed development where specific information was not available. It is recommended that the architect, civil engineer and structural engineer along with any other design professions involved in this project carefully review these assumptions to ensure they are consistent with the actual planned development. When discrepancies exist, they should be brought to our attention to ensure they do not affect the conclusions and recommendations provided herein. The project plans and specifications may also be submitted to Giles for review to ensure that geotechnical related conclusions and recommendations provided herein have been a rrectly interpreted. Proposed Kenny R )gers Roasters Restaurant Tigard, Oregon Project No. 2G-y505W 0 Page 13 Analysis of this site was based on a subsoil profile interpolated from a limited subsurface exploration. If the actual conditions encountered during construction vary from those indicated by the borings, Giles must be contacted immediately to determine if the conditions alter these recommendations. Conclusions and recommendations presented in this report have been promulgated in accordance with generally accepted professional engineering practice in the field of geotechnical engineering. No other warranty is either expressed or implied. y pour uiative Sewer Tally / Address: `JI I� `j(�(� �(�Cr, IC 1�k This PLMAt: Fixture Value Previous x Credits Fixtures added New total #s New total values Capps A off #s Baptistry/Font 4 Bath - Tub/Shower 4 Jacuz1Whpl 4 Cuspidor/Water Asp 1 i Dishwasher - Commer 4 Domest 2 Drinking Fountain 1 _ Floor Drain - 2 inch 2 Ll 3 inch 5 - a inch s Garbage Disposal 16 Dom Ito 3/4 HPI Comm Ito 5 HPI---T 32 Ind lover 5 HP) 48 Oii Sep (Gas Stat 6 Shower - Gang 1 Stall 2 Sink • Barr 2 L Bradley 5 Commercial 3 �- service 3 Washer, Clothes 6 'Nater Ext 5 Water Closet 6 Urinal 6 TOTALS v `� Total fixture values: , zdivided by 16 = — EDU HISTORY PLM# EDU# SWR# PLM# F.DU# SWR# _ I PLV+# EDU# SWR# PLM# EDU# SWR# °LGix EDU# SWR-1 P!-M# EDU# SWR# PLM# EDU# S'VV F.# PLM# EDU# SWR# CIV OF 11GARD OREGON SETTING THE STANDARD FOR SERVICE F_XCELLENCE Facsimile To: Jok)" �t�- �a .tko Company: Phone: Fax: _C -- _� From: Company: City of Tigard Phone: (503) 639-4171 Far.: (503) 684-7297 Dat Pages including this page: COMMENTS: City of Tirard, 13125 SW Hall Blvd., Tigard, OR 97223 PLEA;;E DELVER THIS FAX IMMEDI.ATELY '"