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' r1 ' t *� W IF THIS DOCUMENT IS LESS ' � ' ' � � � � � SII 111. . 11 II i 111 1j II III IhI I I III ill III II .III III IIIA i 1�1 111 III III i�; III III I I III III 1111111 1111 111 IIiIIII III I ' I I � LEGIBLE THAN 'I'H1:S NO'T'ATION, 1 ( I I I 1 6 I I 10 1 l I 1� ' OCTOBER 26 1993 � IT IS DUE TO THE QUALITY 0 F T None •- -- ~' THE ORIGINAL DOCUMENT . -- ---- --J11 — Ibt 8tztt �8L9 9 b —1►TII�III�I�IIIIIII►IIIIII�►�IIII1 ��11�� 1111��11111► IIIIIIllllllllllllllllllll�lll IIII�III�IIII �� IIII �III�IIIIIIIIIIIIIIIIi��IlllIll� jl�l I��I�� I��I�II►1 IIII�II�IIIII I III!IilIIIIII Il�llllll II ll�il(ll N :, m � �a �. INSPECTION NOTICK City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Bueine:s Phone: 639-4171 Inspection:_—_ Footing Plbg. Underslab Mech. Rough-in C. Appr/Sdwlk Found. Plbg. Top out. Gas Line FINAL: Poet/Beam St.ruct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Sd. -Mech. Date Requested: �r 2 z- Time: __X AM PM Address: l�`� �2- ^ ( Permit /s_•7`� THE FOLLOWING CORRECTIONS ARE REQUIRED: 11 _ r N Inepectors1�_, N�9 /V]/! ---_-_,-.—_`, Dates-�_�-a �� _— APPROVED DISAPPROVED l/ APPROVED SUBJECT To ABOVE Call For Reinsp. i INSPEC'.ION NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard, oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in (Appr/Sdwlk \) Found. Plbg. Top Out Gas Line FINAL: k Poet/Beam Struct. San. Sewer Framing -Bldq. Poet/Beam Mech. Rain Drain Insulation -Plumb. i Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requested: / - � _ Time: AM PM Address:_ I q5- _ 5L Sys, Permit fc "/z - Builder: 1 C`f `>��TfC..� THE FOLLOWING CORRECTIONS ARE REQUIREDI w i InBpoctort -t%/!i) APPROVF..b _ n T SAPPROVED -�,� -.PPROVF.D SUBJECT TO ABOVE i Tali For Reinsp. , APPLICATION - STR'EEIT IMPROVEMENT/EXCAVATION 'C3 � COPY TO: � (WHITE)-FILE ORDINANCE NO. 74-14 �f= (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) rte- _ (BILUE)APPL CANT-OTHER NCY-bld APPROVED �,�yy APPLICATION NO.: L? NOTAPPROVED ❑ CI F Y OF I IGARU, OREGON FEE AMT.: f— PENDING FEE. PMT. ❑ CITY HALLHALLHALLRECEIPT NO.:'_`32-_2.30332 PENDING SEcuRlrr ❑ PUBLIC WORKS DEPARTMENT BY - 'h DATE_$L l 92_ '- - - - - - - PENDING AGENCY ''OK'' ❑ Apph(ation and Progress Record MAINTENANCE BOND PENDING INFORMATION 0 FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL PENDING VARIANCE 0 EXPIRATION DATE: . PERMIT NO. -__— DATE ISSUED: ---_: _L ----__ L---- _-- . BY: __--- -_----. . . ---- _ - - CC)MMi_'.RCIAL DRIVIJWAY APRON I 1 I APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Rogers Machinery Cu. Inc. 14600 SW 72nd Ave. Tigard, OR 97224 _ 639-4151_ NAME ADOR ESS CITY PO CONTRACTOR Sabre Construction Co. Inc. 7235 SW Bonita Rd. Tigard, OR 97224 _ 637-` 151 NAME ADDRESS CITE--- �P90NE PLANS BY Tim Covert, P.E. 312 NW 10th Ave. Portland, OR 97209 228-0426 ---- -------- --- NAME ADDRESS CITY PHONE LST IMATED IMPROVEMENT TOTAL VALUATION ( COST): $ — 12W.W _ _OOLLA R4 FOR OFFICE1I"7')0.00 (2) EXCAVATION DATA. 0.04 X S_- —= f STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DFPTH ITEM & QUANTITY --- — STREET MC-D _ _ aUu)ct i'kC y — 9 attaclied — _ R TION Q E 'I.STIMATED STREET OPENING DATE: -- ----- T CSTIMATED STREET CLOSING DATE: EDSTREET _ i! SECURITY NO. SECURITY AMT. S 1200000 CLOSED SURETY CO : _ R_"I t—_ —4-'—J A -. '3 h FINAL CT7►TT7•T1rDCHECK "r CASH , BOND INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. I.. Notify City InspeiLor Carl vieweg (639-4171) 4 hrs. before 1 I x 1 U11 - starting work. 2 ORS 757 541-.571 Utility 4141%, ( - Companies prenotification, etc. ) - ( _•. All work shall conform to City Sequoia Pkwy. __ —_ Standarcis & speciticatlons 1 _ ue s- I I • - XICX - __ _ _ _ _ ._ � _ � .. work ai _I( I I I I 1 SITE: 14600 S.W. 72nd A elL I (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE F:ARMLESS THE CIT) AND EMPLOYEES AGAINST ANY INJURY 11 DAMAGE WHICH MAY RESULT FROM APPLICANTS AC1"IONS APPLICANTS SIGN 44 RE ` '� DATE �. INSPECTION NOTICE /! City Of Tigard Building Departaent ! � ✓ 13125 SW Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam S:rust. San. Sewer Framing Bldg. Poet/Beam Hoch. Rain Drain Insulation y -Plumb. Plbg. Underfloor Water LineC- Gyp. Rd. -Meth. Date Roqueated: '� :T f/ TimRt -AM PM Address: �PBL701t i `%�" �ir• _ Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors __ Dates_ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. aP'.> , p71011ea'NYY `d r ,ti1F ;,.rt '8Y:'► '.F""'"J'/1'A„Mp•. ,e.,.•"�gif'•y"�.fl!`tV,4'^'Nw'tifre ;yy,... �.a .- v - �•"n �' Jfw�j4y;,•-..r,"`hYBiisw�(y1�e►: ptIN vq TUALATIN VALLEY FIRE & RESCUE 1�1 AND C BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE _ (503) 526-2469 _ POSTED: OCCUPANT G I �i✓C_r — CONTRACTOR �� k BLDG. PERMIT PROJECT NAME PLAN REVIEW 4k LOCATION JURISDICTION: 1= Be. 2= Du, 3= Ii.C. 4 Tf. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL (SPECZ;)- FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing Separation Walls Sprinkler System Shaft Fire Dampers (Overhead/Underground) ElAlarm System ❑ Hood' Extng Systems Conference El Spray Booth � Ceiling Cover El Other l0r P U O 1 Date:` I ! - Inspector: �� # ��v !�'i}+ r T�ISPECTION NOTICE /0 130 City of Tigard Building Depart—t 13125 BW Ball Blvd. Tigard, Oregon 97223 �y Inspection Line (Reec//-��O-P�-h�^olne): 63.99---4175 Business Phone: 639-4171 Inspections Footing Plbq. Underelab Mech. Roug -in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Pont/Beam Struct. San. Sewer Fr.aminqBldg. . 91 . Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meeh. Date Requested:S�.L— L � u+ Address: / �_�� / 1?�r•Vlt �t Builder: THE FOLLOWING CORRECTIONS ARE REQUIRE^. Tnepector: __ Dates PROVED _ DTS'.PPROVED APPROVED SUBJECT TO ABOVE Call For Ral.npp. \ „ a.-�FFikl�L'£ cry ` I\J�I.NJ FACZ J¢6O �Y F-�J MM�1JF•--- - -� � 0�, :, J( 'J , -t4. A W U -s Leco�cc� Lh+h- I I�lk1t MP."CbZ�AL I �.A�rfV rJ FLE+�AL�. — �- I. ii vl/0.�.1N Ct�O1L£ o z �jox'Tb M kTG�k � I I IZ 1 i'i.tzn Kapur r,wz• sfi 1.• r _ 'bvl~Q, C'.lotcc OC NnAk. C'cr�tl+ttlovsKSTAt C v , �L#N ViEw UE 'C�LTSur0k.- 'Qoa-4 s Nl hcA wov --ri c-k Lo �C.3 OilTUA►LATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-1469• FAX 526-2538 April 22, 1991 Sabre Construction 7235 S.W. Bonita Road Tigard, Oregon 97223 Re: Rogers Machine 14600 S.W. 72nd 61908-036-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Installation of counter fire doors is conditionally approved subject to the following items: 1 . Fusible Link Placement: Fusible link shall either be placed on both sides of the wall at the ceiling level or in the doorway opening. 2 . Rating of Door: This door shall be not less than one and one-half hour labeled assembly. 3 . Installation Manual _ Manufacturer's Installation Manual shall be kept on the job site for access to inspectors. 4. Acceptance Trip Test of Door: Acceptance trip test of door witnessed by either the City Building Department and/or Fire Department shall be conducted while installer is still on site. 5. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 Working"Smoke Detectors Save lives AMAMI Sabre Construction April 22, 1991 Page 2 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department CITYOFTIFARD BUILDING PERMIT cn AND M COMMUNITY DEVELOPMENT DEPARTMENT (C 001119M PERMIT #. . . . . . . 13125 SW Hell Blvd. P.O.Box 23397.T19RM,Or"=97223(6031834'4?75 ---DATE ISSUED: 04/17/91. 1110 SW 7�_IND AVE PAPCEFL: ES112AD--00511" ZONING: I-L . . . . . . . . . . LOT. . . . . . . . . . . . . . ----------------------------------------------------------------------------------------- !'F'ISSUE: FLOOR AREnG1 EXTERIOR WALL CONGTRUCTICI;` LLOSS OF WORK. :ALT FIRST. . . . sf N: S: E: W.- , 'Y1,E OF USE. . . .- IND SECOND. . . S f PROTECT OPENINGS?- : ,, 4- OF CONST. :2N THIRD. . . . sf N: S: E: W: '_LCUPANCY GRP. :B4 TOTAL--: 0 s f ROOF (-(11,V7T -fa FIRE RE*T? :Y :..)CCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: .)TOR. * ] Hl . .24 ft GARAGE. . . sf OCCU SEP. RATED:2HR BSMT? :N MEZZ? :N READ SETBACKS----------- REQUIRED- LOOR LOAD. . 125 P Is'F LEFT; ft RGHT: ft FIR SPKL:N SMOK DET. . -N [)WLL.LlNG UNITS: FRNT- ft REAR: ft FIR ALRM:N HNDICP ACC:N BATHS: IMP SURFACE- PRO CORR:N PARKING: UOLUE. _19 7 5 H P m a r t<s Add window R roll-down 2-hr fire door, between Assembly & parts room. Clon - -------- .----- -- ----------- --- - - FEES ',IOGI.'-'RS MACHINERY type amount by date recpt PRMT $ 38. 50 TL.H 04/17/91 PLUK $ &b. 06 JLF1 v14/ 17/91 cls QW)c FIRE $ 15. 40 JLH 04/17/91 e 1 17'09 C! 5PC T $ 1. 13 JLH 04/17/91 21 ::09 ntractor: ORRE CONSTRUCTION COMPANY 7,_'35 SW BONITA RD IGPRD OR 97223 ------------------------------------- 80. 86 1(71'AL 639-5151 32944 HEUWRED INI,')PELTIUNC vervit is issued subject to tnp requiations containto in the Str,i.1c Steel Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Framinq I n s p acolicable laws. All wcrF will be done in accordance with Pirewall I n s p ioprovid plans, This permit will expire if work is not started Gyp Hoard Insr, onthin 190 days of issuance. or if work is suspended for more Final Inspection tta- 190 days. .......... 11 for Inspection 639-4175 y t3125swIlallWvd. PLNCK/RECT # i. .ITY OF TIGARD POI3�a23397 PERMIT # LOMMUNITY DENE'LOPMEN'f DE('AR'I'MENT 'Iiprt%Oregon 97?Z3 (503)639-4171 DATE ISSUED JOB ADDRESS: I-� `� �' — TAX MAP, LOT 1 -)UB: 7�"4- A/\hc' ZS I - �2P� LOT: LAND USE: --- VALUATION: 'A? 9:7 _ OWNER SPECIAL NOTES SAME: `�- �C-'C�`'�1� kctA Ue� REISSUE OF: ADDRESS: �I (�CX� 'c'� �� 2 - LAS1 REISSUE: - --- FLOOD PLAIN PHONE: Cn SENSITIVE LAND: i CONTRACTOR APPROVALS REQUIRED NAME: 04 c-- ( PLANNING: _- ADDRESS: ENGINEERING: Q 6� yam' FIRE DEPT: --___-- - 7) i OTHER: �7' _PHONE: �� 9- �� -' -----------_ CONTR. BOARD #: EXP ITEMS REQUIRED SUBCONTRACTORS: PLUMB: �U c LIST/SUBCONTRACTORS: -- --- MECH: IU a•� c BUS TAX: - - --- - ARC ENGINEER CALCULATIONS: NAME: t.1 t��1`--�� L��6s� _ TRUSS DETAILS: ADDRESS: _ OTHER: PROPOSED BLDG. USE: - COMMENTS: APPLICANT 1tece.ived By: _ _ _ flag Re�eiverl PI RMI1 N ACCT H DESCRIPTION AMOUNT A�MODUNT� PD. BAL. DISE IC-432 00 Building Permit Fees —� 10-431 00 Plumbing Permit Fees — 10-431 01 Mechanical Permit Fees -- 10-230 01 State Building Tax (5%) Building Plumbing Mechanical 10-433 00 Plans Check Fee Building — Plumbing Mechanical 10-230 06 Fire – 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-0' Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) — 24-445-01 Water Quality (Fee in lieu of) 24--445-02 Water Quantity (Fee in lieu of) 101AI nm/35C7P.W1)F CITY OF TIGARD RECEj.PT OF PAYMENT RECEIPT NO. :91-210092 f--,HEC:I( AMOUNT 80. 8"5 NAME a SABRE CONSTRUCTION CO. CASH AM(lUNT 0. 01 ADDRESS c 7235 SW BONITA ROAD PAYMENT DATE t 04/17/91 SU P. O. BOX 1231026 E SDIVIGION PORTLAND, OR 971-23---- 14600 SW 72ND PIMPOSE OF PAYMENT AMOUNT PA I D PURPOSE OF' PAYMENT AMOUNT PAID PLAN CHECK FE 4-27C 25. 03 -E 38. 50 BUILT) PER 1. 93 TUALATIN VALL 15. 40 'MrOl— AMOUNT PAID 't SABRE CONSTRUCTION COMPANY L[EcIr"MER VF MUSB UTIQU 7235 S.W. Bonita Road P.O. Box 231026 PORTLAND, OREGON 97223 DATE 10■ NO ATTENTION �—�-_ i (503) 639.5151 Z�k TO k741 r-) k RE_ WE ARE SENDING YOU ❑ Attached Ll Under separate cover via_— — the following items: ❑ Shop drawings �d prints X Plans 0 Samples U Specifications Cl Copy of letter Ll Change order O -- — - - Capin DATE NO. DESCRIPTION 9 Pc 2 - y I e c _.P Lam V t THESE ARE. TRANSMITTED as checked below: XFor approval U Approved as submitted O Resubmit___copies for approval For your use f-! Approved as noted U Submit-_ ____...copies for distribution As requested Returned for corrections 11 Return_--corrected prints For review and comment L_1 FOR BIDS DUE - ___._ .._ _19 _ PRINTS RETURNED AFTER LOAN TO US REMARKS_.__ — -- - . . ..- ----- - - - COPY TO_� SIGNED' 1� ROpKl tkt ,'role_ii� Of enclosures are not as noted, kindly notify us at once. Ir 01 1. Olul -<V INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection C��o Time A.M. _P.M. Requested of /I CY Permit Address Lot Owner --------------------- Builder The following Building Code deficiencies are required to be corrected: ---——---------- --- ---------- Approved Presented to Disnpproved Inspector Date CALL FOR REINSPECTION El YES L7 NO CITYOFTIFARD BUILDING 1:"E. .1 CITYOFTMRD P'ERITIIT' tt. . . . . . . .. E11-11:190--0208 COMMUNITY DEVELOPMENT DEPARTMENT omeooM PRIM. PERMIT t;., % E(UV190-•0208 13125 SW Hall Blvd. P.O.Box 23397,Tigard,Ckpon 97223(5 31 176 7:1. DATE ISSUED:: 07/19/90 ADDRESS. „ .. : 14600 SW 72ND ()Vl: PARCEL„: r S1l2AD-••00'.500 SS C1E+DMS ION. . » ,. ;: :BONING: I---L REISSUE:: FLOOR AREAS_..__._....._..__.___ EXTERIOR WALL CONSTRUCTION-- CLASS OF WORK. ADD FIRST. . . . : sf N: S. E: W: TYPE. OF USE:. . . : IND SE:.COND. . . ;: sf F'ROTECT T'YP'E: OFF' C0NS1 . :;,*2N THIRD. ., . . - sf N: S: i : W: OCCUP'ANC Y GRP'. :B4 TOTAL-_...„.-----: 0 s'f ROOF' LONS1':A FIRE.' REQ T”?r, Y OCCUP'ANC'i LOAD: BASEMENT. : sf AREA SEP'. RATED: ':-TOR. 1 HT. :24 ft: GARAGE:. . . sf OCCU SEP'. RATED: B'-)IIT? NE.i'..z,:,:14 RECD FLOOR LOAD . . . : 125 psf LEFT: ft RGHTx ft F'IR LiP'KL:N SMOK. DET. . :N DWE::L..I...ING UNITS. FRNT: f1: REAR: ft F'IR A'.RM:N HNDIXF' ACC:N F.+E:DR1,1S: DA'1H10 IMP' S ;,`<FACE: P'RO CORRIN PARKING: YAL..UE. $: 2@000 Add fcloti.rlys K eolctnlrls, acid roof b .t;weer1 exi iiiti.rip b'ldgs„ ROGEFi;Fi 11ACI-IINERY C1011FIANY, INC. type ,amount by date -rear:pt P'AYI*I $ 147.53 JI 11 07/W(.-,/90 E!024131) P'RI'1T $ :140. 50 P'I..CV� $ 91. 133 1=1-1ol-le tt: FIRE $ 56.:30 5PCT $ 7.03 / I7'AY11 $ 147. 53 JLH 07/1.9/90 CONSTRUCTION COI'IP'ANY 7235 ::1W BONITO RD TIGARDOR 9'/223 _.__ _.._,_.._..._ ...._.__..____..__..__.........._._.__.......... 17.111alle to: 6:39-51.51 $ R95.06 'TOTAL Reg 0. . . 32944 --- - - RFJIUIRF--D INSP'EC:TIONf; _..._.._._._._..... This permit is issued subject to the regulations contained in the Foot/F'aLti'Id IvisI-) ........._ __ _„.._._...... ___„. T.Terd Municipal Code. State of Ore. Specialty Codes and all other Strut„ Steel Insp Applicable laws. All work will be done in accordance with S 1 a b I ris p approved plans. This permit will expire if work, is not started Framing Insp within lab days of issuance, or if work is suspended for more Roof rlailrig Insp than 188 days. F'inat Inlspec.ti.on __.__.._.....,..._.._..__...__.._.._ .._._. F•'(*rmi.t:t;ee Si ltrlat;u _ .. _.._ _.._ __.......... _ -„.._._..__.._._......._._._.. __....__...__....._._....._.__......................... --ms's ~`� ._.,._.._.._.......___._.....__..__._.._._._._.. ._._._......_...._._..._..„.._.„.__...___ 1 'Ssit.led Ely ~ Ca'1 fo-r irlsper..tion 6.3':x-••41,15 INSPECTION NOTICE Citv of Tigard Duilding Department P.O. i?.x 2.3397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspections f Y ------ —-— � ((�� 9 Data Requested-. -1-=-�--- — Time -- A.M.it P.M. �q Address Permit ---- Lot #_ Owner ` �52��- tom) _----_-- -- Builder The following Building Code deficiencies are required to he corrected: Presented to — 1 Approved Inspector L I Disapproved Date --•- --�----- CALL FOR REINSPECTION ❑ YES ❑ NO WK IIMF OF TIGARD PE( EIPT nf* PAYMENT rECEIPT NO. 202SI.-) CHECK AMOUN"i 14-) .5. CAW AMfj"tjl%IT 5(4pRE CC)POSTRUCTION CO- PAYNCNT DATE )7/19/9C.- ADDRESS a 7,275 Sw P0jqjTA ROAD SUDD I V 151 C04 ':AGI 72"C' F'.Ci. BOX 1,460 POPTLAND, OR PA-tME11T s.;I101-INT PAID I.-,UPPOSE OF PAYMENT 'aIIOUNT 140.50 sl . DUILDItio FERM F 1)1 D 4 7. CITY0 TIGARD OREGON July 18, 1990 Rues McElroy n.Lr— Construction 7235 SW Bonita Rcad Tigard, OR 97223 Projects Rogers Machinery, BUP90-0208 14600 SW 72nd Avenue Dear Mr. McElroy: The plans for, this project were reviewed for conformity with applicable codes, and are approved. You may get the permits for the project at your convenience. If any changes are male to other building systems, please submit plane for review. If you have questions, or if we may be of assistance, pleGae contact us at any time. Sincerely, Jim Jaqua i i Pians Examiner FAX (503)684-7297 13125 SW Hall Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 ------ TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.N . Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2409• FAA 526-2538 July 17, 1990 Sabre Construction 7235 S.W. Bonita Tigard, Oregon 97223 Re: Rogers Machinery Company 14600 S.W. 72nd Avenue 61909-095-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and rust be made available to building and fire inspectors for reference during required construction inspections. UAC Sec. 303 2. Required Occupancy Certificate_ Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit . UBC Sec. 307 If. I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal CB:kw cc: Tigard Building Departn�-int ✓" "Working"Smoke Detectors Save Lives mcx CITY OF TIGA' 13125 S.W.Hall PLAN (�nxy f � RD P.O.Box 2339)7 PLAN Q IFC � � -�lig C- . Tlgoid.Chegon PM41T � '%��?— U2 D6 (503)6,39-41719�4171 71 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED L-jL_ U JOB ADDRESS: U �- . qj - `� ��- TAX MAP/10r 'sl 1.2412 > > v c SUB: II.n: IAND USE: VALUATION: -� ")y U' SPFJCIAL NUrE 5 'y� kC�\tJt� REISSUE OF: — ADDRI"I- c IAST REISSUE: - - -�--- nowPLAIN/ �._ SENSITIVE LAND: -- F'liONE- APP'f2OVALS REQUIEM QOiVTf211CIUR /"; PLANNIEN:;: NAME: __ � `- Cf� ENGIN�G: 11DDRESS: nra %,ZA FIRE DEPT -- PHONE: ` ° _ S��-_ ITEMS FtF7QUIRF7) BUILDERS BDA1;D 1: EXP DATE: LIST/ . FADS TAX: —_ CALIQILATIONS: NAME: \ M �J 1: l `' �. TIS DFTAIIS: ADDRESS: 1 12 x I O – A� C 1w": _ -- -- PHONE: 2 S—0.4 CP — aommwrs: - - ---- SUBO0Pl142ACI'0RS: 'PIIM: _ \ 4 E MDCIi: A4 C, PERM7'r I ACCT I DF-SCRIPrION AMxw AMOUNT PD. HAL. DUE 10-432 00 Building Permit Fees T yam• — - y`''S` 10-431 00 Plumbing Permit Fees -__—_— _ 10-431 01 Me hank<il Pr'-Mit. FOOS - ----r 10-2.30 01 State Building Tax (5%) Buildiml _.-----_-_--- Plumbing ---.___-- Mech -- ------ 10-433 00 Plans Chcx k Fee Building Plumbing Mec h _—__-- 30-202 00 Sewer on - -- 30-444 00 Sewer IMPection ----- 51-448 00 S-timet SYstem Dev Cbarge (SDC) -- 52-449 00 Parks System Dev C]7ar'ge (PDC) _31-450 00 Storm Drainage Syst Dev C11r9 (SMC) - 10 -230 06 Fire TC1rAL Reoeived By: __ Dane Received: 9� of/3587P.WPF :ITY OF 1*1&'iRl) pFCEIF-T OF' F-iwMENT' PECE-IPT NID. CHECD- AMOUNT SABRE CONSTRUCTION CAS�.4 AMOUNT PAYMENT NUE. P 0 T-4 OX A-,6 SuBDIVISION F-*Of',':Tl.-AND. OP 9 72 27 1.46(6) 72ND OF F'AYME.NT AMOUNT rwri jn(.Ir�p,OSE or PAYMENT AMOUNT PAID 9l 19C MACHINEPY AMOUNT PAID 14 i 5 6 u ►JE-! co l.. (All • _ ex�ST4. W '27- a o -�Y w � xz4 /4x1A1. �W•.1E ek AK + Bh.►O M = 14,5 I QaO SCAM RAM rLuO-N� CAtd = 14' i "r I..se- w!gKZ4 v-- Go W^+ (W14- xsz ./�h,� 17, fz= "1.2 w x938 ORCC+ N ,� ai Y 22 , r�M CO �P� JZobE�2s _ 16 J�4�Y_1• 'fin G"_�"-�-- -— __- ST C_ EJ«S'ri•j (A LU M►J M = 220 q oa L&.JE2 FLAo' E 6 e^ceo. O M = D 14 — Ac 10.47 IM z PM I rYeE�� Il 7,�,,,00T7 TQM C V I I Go L 7— G G k LF 21.S, 22.5 3-1 TP z, 122 = o4S 14 t 1•IZ i�)OSYL( 8.22) �.0 '` uA w S (5��22�(I(r•IZ� � 2'L o k- I 4-1 .G tootsk � M93R q T K = (I )( 49 - . 44 ( b�) ORi• N^1 N. ToM C 0 N = �4•� (1 .13) REVISIONS BY 101 I I r ExIsrlNv �^ // I 1 ?W. 6oN I T� Ito�►p ';WOW PZIr�Tlt4& ZONE ADD PU K LA W S Pct IJDTE- / SITS Pt-„o.Ll . ! EX 1-5-TI N G sUIL.DIW& -, EXISTING I --- ----- - -- � gI�211 (VER1F1') --- INFILL. EXISTIwG BLDG Cv;KT5 - MATK-H i W/ BIZ y: WA LLL PANEL5 I ex -- AND NoItMAL I;MG blI2T5. i TYPICAL.• LAP i AND coNr.IEGTIo145 To SPLIC& NEW T,� GXISIIy JG 57TRUc-rurZe. ( „ E�C151'INC� 12 NIIN. _ 301•o FIgLp vEtzIFY _) T`f I 4 >t --T NEW WALL. ENGt�URER. /2 + t-1- ao>.Ts. _------ IT d- U) I ►e7 �. C I Z ' If At UJI S Z E A -T' • 3' rt Ex 15-nW cel=lce A N10 PLAWT 1 0 1 1 N r �---— D 24- o ExISTING, 1 APA of z o w (FIELD VEIZIFY) ) I I ! TH15 WortK 2t'i Ga•A. L.� STEEL , I I _ _ _ �I` s N Q N -- - ._. _... _ .� _. � ! 7 w i -IYP. Pl r Tc H Ex I STI r-J G• r) cn n ,r INSTALL (?) NEW 'L / LINES of Z-PURLIIJ5 ZEE - Pu 2 L1 til S @ .'- � i �-- --- _—_._.�______— --- (M hTcH E,xi 5T I�1C�) o k” M ATc�-I E k I ST I NI G (5A Y 4-5) ! i ADD (2) FSY f3AY uJ a ____._____ . . _____� . ..._-----.--- ---------___._l__.__ _.._ .__.._- __-- . ..._��_.__ ___�. -- ADO (2) 21`40 SAY a W PURINS 2 THIckr1� S A�1D ; ADD (I) 3XP 4T+I 5PZ ACI►JG. Z-a.. PUMI-1 t?,o�T i.! To q� 3 ,1�� AWD 5 + Bf►YS. NEW a .\ w (-Z; I>2" 5 a LTs _ \ / � 9j �C;IT'� OF Tlr`,P.R`3 ved....................................,.................,..... LP :25/*' 2 AF,pno [ l IJ Conditionally Approved ......................................... W z For only the wo,1 as c1 'ccdb d in: w PERMIT NO. n See letter to:F0 iAw................................................ [ ]: 24- 3-o Attach.............................................. .[ !: J U Q 0 rZT H Job Addmsn: J 6C sf '7 7-77P W E W STEEL. -_- - N `t I 5EAM W 14x 22C II By; Cato: IUALMIN VA011 FIRE MARSHAL OFFICE IF �.. I r� rV ___ _ APPROVED . . . . . . . . . . . . . . . . . . !� V I -- tt .o I 2 _-__--Ct71QQ1TlGf1"ACLY ARPifiOVE�-�. . � lxlel��Ik. APPROVA CF PLANS IS NOT Ml APPROVAI.OF EXISTING SEE IST R Ep LETTER. . . . . . . . . F- % _ __ ( I GO(--U M Q_ GENERAL NOTES: ROGE RS MACHINERY Pt.11 1';1:--- AMINE -� I DAT < R i ssa.as.,s.a.sass.aa�.ar..sss..+�a�s=..sas.awrsa�sswas=a•J�ssa�s.s.stsa I _I I Design Live Loads: Roof Live (Snow). .25 psf Wind Load . . . . . . . .80 mph Exposure B. _ U Wex 24- izE-USE exis'nw!3 f NEW 0-318 xG0 N IV Max. Soil Bearing Pressure . . . 2000 psf. NEW STEEL- 6o12?S 0:910" I cr > SLUM r 1. SGIZEEI.! wa,u FirsT) FULL HEI NT. w 1 _t a Materials: Concrete . . . . . . . . . . . . . . .3000 psi (min) at 28 days Slump (max) 3" +/- 1" 1(° Itll 1 Portland Cement ASTH r_.SO LL I Max. W/C ratio 0.50 �� 5-l./2 Sacks er Cutic Yard BOLT GIRTS TO NEW GOLUM W W/ p �...1� fJ SUTLEI'ZI@ Q I j (Z) I/`u4 ALTS 3/4AggTemax esize raggrc-gate _ Z 1 Water per -94 S;"EEL vr'ALI, ' ! 23/4' C�►�E- p 1 5-7% Aix Fntrained � ,I YP r^ Uj MATCH Ex15T I Conc. Temp btwn 5OF-90F ILI �--' Note: The Concrete supplier is to assume full responsibility for the mix design Z W �, EXISTING I (proportioning) and the performance of the concrete. T U) 2 6 -- r., F. f tJ < -� Lil'l- cONe. SL^P, Notes: Provide 24•' 24•• corner bars at each continuous bar at all corners andintersections.-- -- _ - --- - - -- _---- Rebar . . . . . . . . . . . . . . . . . .ASA615 r;rade 40-7TM j Q F• ^T� Lap splice 40 Diameters U Z o'J Steel . . . . . . . . . . . . . . . . . .ASTM A36 (Str. Steel) N NEW CONC.. — "----- ASTM A307 (Bolts) I F0onw6a AST} 35 (Mesh) CL 241 E70XX ,,Weld Electrodes) 0 i Sq• r PT6. T (�� /¢u = I=vu-. _- c"owra^(:ToR. To FIELD VFr21G`( ALL F-W IST 1JG DIS.. F-NjsIoQ5 AND cor�IDIT owS Prtlorz *To c0N5TlZUCT101J- NO'TIF'Y F-W&INEGrZ IMMEDIATELI( OP AN`( S&I,411:14^t.17 DIS4rcE1'o.NcY, Date JULY j"q o Scale - Drawn TIM Job SABRE CONSTRUCTION CO. GENERAL. CONTRACTORS Sheet 1,461-K) SW 72NDAVENUEBUILDINGS a, O�, .7 BUTLER METAL 7235 S.W ©ONITA RID., P.O. BOX 23 1 026 PORTLAND. 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GENERAL CONTRACTORS Sheet SW 72ND r1VEKIUE BUTLER METAL BUILDINGS 4 F1 7 7235 S.W. L)ON -rA RO., P.U. BOX 23102S) PORTLAND, OREGON Of 2 Sheets PHONE 15f-I._Al 639-5151 LIP: 9722.3 .. Iii . 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V 4, M9 81 q 9 OPZti:ON 1 '�c r ?a. ,a r�M C0�t BUT.I UENG PI::,.PM1-'T PE-.'.PMT*T NO. : HIJ891-915 CITY OF TWA RD a4�LV DATE' ISSUED : 9/1p/89- COMMUNITY DEVELOPMENT DEPARTMENT moon PAT.M. PM-T . W.) 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard.Oregon 97223,(503)6394175 UR' : RK : 'TAX MOP/1-01 S (...AND li-15F LOT SIZE: Vol-.LJA'T ION : 59 000 SETRAlt"KS FPONT : 1::F-'A1:: WORK (:LASS : ALTERATION DWE'Ll... .UNI 1 AlGI-11 : USE TYPF'-..: INUUS'TW:EAI- W.) . 13EDP001`15 F.XT .WALL. CONST [:'.ON5T . *TYPE: TIN NO . BA*1 I-F)' ! N E : W OC CUP GRP- : BE PRUT .OPENINGS : 0(:,CUP .LOAD 13 OTAL Al-W.A : 7 15 lei N: r.'.! VIP S : E. . W . 'T NO - 5*T0P3:ES : ].S-T' ROOF A PET? YES -- WATEl:) : f-2 Fit-, RNI) APEA SEKPAW )'L S E-PAP? NO 1:1 A I'E:0 H(-)sEMEN*T7 NO 3PD: MF:ZZAN1Nk*.:*? YES BASE FL-001:1 LOAU: 1.R-J G A 1--4 A I FIPE' 51-11:4KI 1:4'? NO ALAPM7 NO r:'L.OW(CI:)M) 1-:.*T E-(,.,I'? NO HEAT 'TYPE . NO CA)PP'? NO 1.11EMARKS : REISSUE OF' NO. ka(jg adcl:i.tiiin ELFICv I wi;Lr- hC)LlfRe fcir tuh:1.j:)p9.ng clePt . L.Wil' 00 I.Wger-1il MeLcAlinvii-yCri $201 . 50 0 PLAN PEVIEW W F71PE. DEP'T' 00 Nw $1.5 . 150 E !: 'T0'TF;. *TAX (:11,11-11EP [)EVE'LOI:aMI::-.N-1 L,H A 1: L,E.S 5 DC( S,T 0 14M I C 0 SABPE (,.(:)N%-TRU(;-T1ON L,U. N SW BONITA 141-) PL)c 11:111, T PREPAID < *3;::15 .50> R 'TiQlAt"IJ OP 97PP3 C A vii-40NI-.' ( 303) 639-5151. T PEL,1%. 'tRA'TJ.(.IN NO . Esubr*e I OT AL $325.50 0 R "r--L;EIP*T* NO. Pd I This permit is issued subject to the regulations contained in Title 14 &QUIRIED 1.NSPEC'VIONS of the TMC. State of Oregon Specialty Codes. zoning regulations FOO'T'ING and all other applicable codes and ordinances. and It Is hereby F:OUNr.)A'1'1(:)N WALL agreed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and moi) A B ordinances The issuance of this permit does not waive restrictive HET.NIF .MASONRY ovenants Contractor and subcontractors shall have current city FA AM I,NU 1)osiness tax permits This permit will expire and become null and 11SISU1-AIJON void if work is not started within 180 days.or if work is suspended or Llyp . 80AND abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure. SiLISPNFEND . L'IFIL.ING ill required inspections are requested and approved F it.NAL Permit Pmitze Signature 639-41. P5 Issued By f— SEPARATE PERMITS REOUIREEI FOR WORK OTHER THAN DESCRIBED ABOVE a CITY OF TIGA RD September 11, 1989 OREGON Mat Hatzenbeehler Sabre Construction Company 7235 SW Bonita Rd Tigard, OR 97223 Project: Rogers Machinery, BP 891915 14600 SW 72nd Ave. Dear Mr. Hatzenbeehler: Plans for this project were reviewed for conformity with applicable codes and are approved, subject to clarification or inclusion of the following items. 1. The wall between the new shipping office and existing warehouse shall be 2-hour fire-resistive construction. 2. The door between the new office and existing building shall have a 90-minute rating. These items will provide the required fire walls in the most efficient manner. Sheet A]. of 6, Floor Plan, is marked to show the location and extent of the two-hour construction. If any changes or additions will be made to the plumbing or mechanic-1 system, please oubmit plans showing the changes. Separate permits will be required for any such work. You may get thr, building permit for the project at your corivenience.If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, �Jim Jaqu Plans Examiner 13125 SW Hall Blvd ,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — --- SABRE CONSTRUCTION COMPANY O_ E�l-��M CF ��Q�ona�yQ� 7235 S.W. Bonita Road P.O. Box 231026 PORTLAND, OREGON 97223 DATE _ JOY 503) 639.5151 AT7W4T' TO -- A WE ARE SENDING YOU y�/'Attached I Under separate cover via_____ _______the following items: 1.1 Shop drawings I ! Prints ❑ Plans I,' Samples LI Specifications f-i Copy of letter i Change order 1_ COPIES —_ DATE —NO. DESCRIPTION !HESE ARE TRANSMITTED as checked below: For approval U Approved as submitted Resubmit__ copies for approval /Fof your use ! Approved as noted I I Suhmlt ._copies for distribution As requested Returned for c (rections I Return _—___corrected prints For review and comment I_! FOR FADS DUF 19,_-___ _ IPRINTS RETURNED AFTER LOAN TO US REMARKS COPY SIGNED: - - 1 MlppKrlbl tq &Vft�01/11 If enclosures •r• not as noted, ►nrdly not fly y{ "Co.g SABRE CONSTRUCTION COMPANY LETTEM 7235 S.W. Bonita Road P.O. Box 231026 PORTLAND, OREGON 97223 DATE — ,on No —` (503) 639.5151 ATTENTION TO t_ `� C. l l C-, pE NV ►4c WE ARE SENDING YOU Y,,Attached I Under separate cover via the following items: CI Shop drawings I , Prints Plans ❑ Samples 1 1 Specifications ❑ Copy of letter I I Change order ❑ rCOPIES DATE NO. DESCRIPTION NZ 3 t SECTsn\l�_� I HESE ARE TRANSMITTED as checked below. ^- -'For approval Approved as submitted D Resubmit _ --copies for approval `.i For your use Approved as no'-ad ❑ Submit copies for distribution [I As requested Returned for corrections 11 Return corrected prints I For review and comment FOR BIDS DUF -_- 19 1 PRINTS RETURNED AFTER LOAN TO US REMARKS -- - _..- -- I Y COPY TO ��._- - - --- ---- -- - SIGNED �� f Mimi �ftl Ifk mw go a m If enclosures are not as notoo, kindly notify us of cnre t C TUALATIN VALLEY FIRE AND RESCUE >� FIRE MARSHALS OFFICE 4755 S.W.Griffith Drive • P.O.Box 4755 Beaverton,Oregon 97076 (503)526-2469 July 6. 1989 Sabre Construction Company 7235 S.W. Bonita Rd, P.O. Box 231026 Tigard, Oregon 97223 RE: Rogers Machinery Shipping Office & WarellGuse Addition 14600 S.W. 72nd Avenue Tigard, Oregon Gentlemen: This is a Fire aad Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and re3ulations. Plans are not approved as submitted. In evaluating the above proposed project, this Plans Examiner believes that the proposed addition cannot be built and still comply with the Uniform Building Code. It is my calculation that the addition as shown on the plans loses 1 yard to the applicable portion of the building separated by 2 hour fire walls and with the loss of the yard and the increase of area, places this portion of the building over area. My calculations were based on a Group B Division 2 occupancy housed in Type V-N construction. A field visit showed considerable combustibles being stored in this portion of the building and also wood wall construction which render the results of occupancy and construction type given above. Under the circumstances shown on these plans, I don't believe that there is any way that this building can be presently added onto. If additional area for the building is desired, one might contemplate installation of automatic sprinkler protection which would give you a multiplier factor of 3, starting with basic allowable areas as listed in Uniform Building Code Table 5-C. if this approach is taken, the shipping canopy shown adjacent. the south property line would need to have a solid 1 hour fire resistive wall with no openings parallel to the property line. I Sabre Construction Company July 6, 1989 Page. 2 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Bir 1 l Deputy Fire MarshalV) GB:kw cc: Tigard Buildiag Department," John R. Low Roger, Machinery, Inc. i1 CITY OF TWA RDFLAN CHECK APPLIS,AT�SG anrc�nc:a� PLAN CHECK JJ COMMUNITY DEVELOPMENT DEPARTMENT PERMIT H / 1 1 125S.W.F4Cpfva�P.O_Doc73?97,Tly..d,o.rq«srm.(503)6"417S DATE ISSUED _ JOB ADDRESS: fAX MAP/1 OT ^7�CXJ c� I/� 72 /� Z -- -- SUB: LOT: _ LAND USF' - VALUATION: 5�1 /11.� - �� SPECIAL NOTES_ OWNER -- NAME: C-i2! REISSUE O(=: ADDRESS: LAST REISSUE: _ FLO00 PLAIN/ SENSITIVE LAND: _ PHONE: c 1 Ci APPROVALS REQUIRED PLANNING: CONTRACTOR NGINEERItVG: NAME: AB 2� C�i1V1Y' y EEI ADDRESS: RE DEPT B& OTHER: --- T ITEMS REQUIRED PHONE: LIST/SUBOONTRACTORS: ARCH/ENGINEER BUS TAX.: -7- c L.�• ti� CALCULATIONS: NAME: �J 5 �f' �,'if Y L ADDRESS /h L6 _ TRUSS DETAILS: 6tL l 7Z='1 PARKING PLAN: _ -- LANDSCAPE PLAN: -- _— PHONE: OTHER: COMMENTS. --- ' .7 �'�, f PERMIT H ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUL 10-432. 00 Building Permit Fees _ 10--431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit fees _ 10-230 01 State Building Tax (5X) �_ - Bu i ld i ny _-_--- Plumbing Mach 10--433 00 Plans Check Fee Building _ Plumbing Mech _ 30-202 00 Sewer Connection -- - 30-444 00 Sewer Inspection _ 51-448 00 Street System Oev Charge (:AUC) --- 52-449 00 Parks System Dev Charge (POC) --- 31-450 00 Storm Drainage Syst Oev Chrg (SSOC) 10-230 09 TRFO 10-230 OG Washington County Fire H1 (95X) 10-220 00 Amart/Wedgewood _ - REC H _ I_ICANT tGNATUR C Received By: �" Uat-e Received: cn/3587P/18P �� IrL MECIVIANICAL I'+_.RMT*1' 'I:4M'I.*Y' NO 17.E. CITY OF TIGA RD CITY OF TWARD CITY COMMUNITY DEVELOPMENT DEPARTMENT D 09 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard,Oregon j7223.(503)639-4175 I.A600 GW 72ND AVI::_ TAX MAI:)/L-Ul* I AND USE : I ur 5*1ZE: NO : NO WORK (~L_A'155 : AL.*T'E-.'.PA1J(')N FURNACF'. < 3.()()I< .1. AIR HANDLA (10 tJGI:--. TYI*-'E: : :I:ND0GT'l:41AL FtJr,1NA(.F_. 1001<+ A11� HANDL.1-4 10K I::- VN FL.M34 I::'t.JPNA[,E ...VAP .M*110L.1111 OcGlUP .(,*PP.': Lip. FIEWTER VENJ* FAN VENT Vr.;:N*T' . SY51'E.M BLP/GOMP <3HI::' NO - ST(:)A I E's BI—P/CIOMP :?S••-:L1 H 1-1 1 DOM DWELL .UN I'T 15 I'M-Ph"OW) 1:N(,'3:N E P A'T'0 1:�'1('.:(7M 1`1.11EL. TYPE: GA 5 I;4LR/(.11OMP pi:::I*.)AJ:1:4 tJN:I:T5 MAX - 1INIPLIT 50000 BLP/12014111�) 50+HP J. r.11P'.I:NG OUTI EI' * 4- 1::'JAE DMUARS? NO H-LIGIA 1:)PEGS'? NO I ('11W HVA0 10 . 00 W Prigerts Mill,chirieiry $6 . 00 N PLAN REM'1EW !h J.'(1 0 0 E FT XTLJ A E.5 R 10-A'11 TAX ()'THE:P C 0 N T I5LJPr4F.MlF 11:331"ll"ORT HEATING A R 94121r-5 5)W CIOMMERG.E E C Wi. I.a(3rlvi1.1to 9x'70'7 T 14 1.: (503) 6821985 0 Tam_ : $31 .80 R I4:.G'1:S0'RA1"T(:)N NO . P.111392 -------------- PECE.11XV NO . 3.0311477 This permit is issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes.zoning regulations REW.11REED :LNSiPE:(:,"1*10NS and Fill other applicable codes and ordinances, and it is hereby agreed that the work will be done in accordance with the plans and (;A 4.j 1 INV'. specifications and in compliance with all applicable codes and MF.:('.*HAN(:',I... SiYSii1'F:M ordinances The issuance of this permit does not waive restrictive 1'.**J:N A L covenants Contractor and subcontractors shall have current city business tax Permits This permit will expire and become null and void it work is not started within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all fPqLiired Inspections are requested and approved Permittee Signature Issued By _4T77) _rALA_. F UP TNr'_P1.rrTTryN 679-" - - SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CORE F TI17A RD GON May 19, 1989 Scott Gies Supreme Comfort Heating 9425 Commerce Circle Wilsonville, OR 97070 Project: Rogers Machinery, MP 891144 Dear Scott: Plane for this project were reviewed for conformity with applicable codes and are approved. If other changes will be made to the mechanical system, piease submit plans which show the work. You may get the permit for this project at your convenience. If you have any questions, or if we may be of assistance, contact us at any time. Sincerely, Jim Jaqu Plans Exhminer 1312.5 SW Hall Blvd..P.O.Box 23397,llgard,Oregon 97223 (503)639-4171 --- - ,1I9cur;fk,►.W►n/ ,d•'.,.,Lrr(.-r'f vm we _OP 1ojy51►c.I14t ll'�fit vapjc46r-lN;!ti APPROVED FOR CONSTRUCTION r►�µ a ;tif,0/41r role,we*-.pgr- (CITY OF '1IG�+RD �1cq� f'1 4Iv11 i NO.~ SITE ADD(7FSS ,jr22 iJ -2ofi/z 30V Yc IIN�¢, I 3� � hlYr�,1�S�rav f''�11i IR�iKw►Ii�O — �CG/.f a�j K4i•.rp✓.' CVY RMyI A I I . . . �R�11q gAil[Y FIRC MaRSNAI OFFfff� I I APP170VED I4wb� . . 14116 CONDITIONALLY APPOOVED. .. ... CM /p[ID) APPAovAL PF PLANS 18 NOT AN ommlota 0A"WE'laomYs. 13 n7 t.41 1 BGE. ,jA ,Eos t.[nEA...... _ T't ,;pt-414MM1N a SUPREME COMFONT INC 1s rkac�t.,�u 9125 S.W.COMMERCE CIRCLE 0 1E 7� 0 WILSONVILLE,OR 97070 c� 14G. O S(Ai 7�,rLA Porf-(ka,tf- IAxI- (Iv"r � I,, p1�.o6 O )x(11 TUALATIN VALLEY FIRE AND RESCUE FIRE MARSHALS OFFICE 4755 S.W.Griffith Drive P.O.Box 4755 • Beaverton,Oregon 97076 • (503)526-2469 May 18, 1989 Supreme Comfort 9425 S.W. Commerce Cir. Wilsonville, Oregon 97070 RE: Shipping Department Addition (Mezzanine) Rogers Machinery 14600 S.W. 72nd Tigard, Oregon Gentlemen: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC), and the Uniform Fire Code (UFC), as amended by Washington County Fire District No. 1's Ordinance 86-1. Mechanical plans submitted for the above captioned project are approved as submitted. 1 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must. be maintained on the project site throughout all phases of construction and must be made available to building and fire Inspectors for reference during required construction inspections. UBC Sec. 303 2. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space, UBC Sec. 305 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMTTTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE BUI.LDTNG DEPARTMENT ISSUING THE CONSTRUCTION PERMIT AND THIS OFFICE. Supreme Comfort May 18, 1989 Page 2 APPROVAL OF SUBMITTED PIANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT, If I can be of any further assistance to you, please feel free to contact me at 526-2502, Sincerely, Gene Birchill Deputy Fire Marshal. GB:kw cc: Tigard Building Department � Rogers Machinery i r � CITY OF TIIFARD OREGON April 13, 1989 Kevin Pike Sabre Construction Co. 7235 SW '72nd Ave. Tigard, iDR 97224 Project: SJ -)p Area office, BP 890832 Rogers Machinery Co., Inc. Dear Mr. Pike: Plans for this project were reviewed for conformity with applicable codes, and arae approved, subject to clarification or inclusion of the following items. 1. The guardrail at the top of the stairway is required to be 42 inches high. 2. The handrail at the bottom of the stairway is required to extend 6 inches past- the bottom riser, and be returned or terminate in a newel poet or safety terminal. If any changes or additions will be made to the sprinkler or mechanical system, please submit plane showing the changes. Separate permits will be required for any such work. you may get the building permit for the project at your convenience. centact If you have any questions, or if we may be of assistance, please us at any time. Sincerely, - 9YLi im Ja i Plans Examiner 13125 SW Hall Blvd.,P.O.Bax 23397,Tigard,Oregon 97223 --- nr`. �. .u« -'.'N4h:W1q^�"^`f., - '.Y '..1W"�'#"'_;.,.....;.y...,. ,:»er :;wp►+7sr MaM1+....,t}..... .-,tt7rt-t,..m-•. __'a�`1�+rY4aaiw.vwpy�+`p$.. ' TUALATIN VALLEY FIRE and RESCUE FIRE MARSHALS OFFICE �-- �r (503) 526-2469 IP01 STED; OCCUPANT CONTRACTOR BLDG. PERMIT �k PROJECT NAME, PLAN REVIEW 0 LOCATION JURISDICTION: 1= Be. 2= Du, 3= I:.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL. FOLLOW-UPIREINSPECTION ATTEMPTED FINAL El Framing El Separation Walls El Sprinkler System CJ Shaft El Fire Dampers (Overhead/Underground) DAlarm System El Hood' Extng Systems Conference El Spray Booth Ceiling Cover Other D,i! c; �_� Inspector: JIE� J)w KA MRLJW�A -qqK;KM CITY OF TIGA 1:31.17:I DXN('.-, PI:.*RM*1 ' RD CITYOFTWA I I M 3: Y* N(7 . E'A'U-8 4 9 lI i)0 3 F-2 f COMMUNITY DEVELOPMENT DEPARTMENT 0111GON 1:1./1 09 13125 S.W Hall Blvd..P 0 Box 23397,Dgard.Oregon 97223.(503)639-417', 649 9 1 J-A:1600 SM Tit2l"ll AV A X M()F, 1 0,1* 1 hill_UA IT E)IN : 4i 20 ,000 E.4ACKS FRUN'T' : PEW;,: Ill y E:14A DWI:;:L I,. . UN 11 T*l!; : I EF-V: 1:41('.1, -1 Y* EXT' .WAI L (.MN51' : H 01 P.0 WE AL NO - (T.N N(J. E-10 I I-IG : N: GI:: : W PI-401' .0I::lI;::NJ:N(*.�,S . N W I 0(fl. /4 3/10 APE.:ji.) 51EVIANY YL NO 3I.:ff1 U I:*J . I.AEPANI? 14A I U.,1) VW,77AN:tNF;'.'? Y I HA i 1: i OU31:4 I. DAD : A 1 1. I .1,44E, AL-6141,11? A(J, I!f J. 011-- NO . 0 1,1,10 . 5 0 W N 'I Fti j V!i 1.) 1.1.1,1 E R I I I I. 01.,1 f 415 6 0 C 'I Ql I 0 N T I i li.,I J.Up I R A C /,,-.10 R P R E.P D < 111:1.117 . 15,3; T 0 R This permit is issued subject to the regulations contained in Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulationli and all other applicable codes and ordinances, and it is hereby I:.q1 11.PL.D N!'i I::,F.C1, 0N4;j agreed that the work v Ill be done in accordance with the plans and T:P011`11 Nil'; specifications and in compliance with all applicable codes and Tf , 111 At TON ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and .al 11.:j (A"A LA N('..', void If work Is not started within 180 days.or if work Is suspended or 1 1 r J.Y abandoned for a period of 180 da--s any time after work hes commenced It shall be the responsibility of the permittee to asstirr all required Inspections are;pslitrs and approved viv Permittee Signoturt, yy� Issued By -, I I ll I N G,I T U.IN 63�,, SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE �... FIRE MARSHALS OFFICE Washington County Fire District No. 1 City of Beaverton Fire Department ;® Tualatin Rural Fire Protection District � 4755 S.W.Griffith Drive P.O.Box 4715 Beaverton,Oregon 97076 Phone (503) 526.2469 April 6, 1989 ncvin Pike Sabre Construction Company 7235 S.W. Bonita Rd. Tigard, Oregon 97223 RE: Small. Office for Shop Area Rogers Machinery 14600 S.W. 72nd Tigard, Oregon Dear Mr. Pike: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1's Ordinance 86-1. Plans are conditionally approved subject to the following: 1. Guardrails: Guardrails for landing at top of the stairway shall be not less than 42 inches in height. 2. Handrail for Stairway: Handrail shall extend not less than 6 inches beyond the top tread nose and the bottom tread nose of the stairway. These ends eaall terminate in a newel post or ei return bend so that they will not easily catch on clothing or other materials. 3 . Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation, UBC Sec, 302 4. Mechanical Equipment Approval : All heat producing and electrical equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's specifications. UMC Sec. 502 I Kevin Pike April 6, 1989 Page 2 5. Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firistopping to accommodate wiring, plumbing, and other similar utility runs muAst be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 6. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all rimes witf^-)ut the use of a key, special knowledge, or effort. UBC Sec. 3304 7. Exterior Exit Door: Hardware for the exterior doors and key operated deadlocks may be permitted where there is a sign hosted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one•-i.nch in height on a contrasting background. UAC Sec. 3304 8. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 9. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occuFancy of the tenant space. UBC See. 305 10. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the City of Tigard Building Department.. UBC Sec. 307 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. Kevin Pike April 6, 1.989 Page 3 APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓� �'��RD � PLAN CHECK APPLICATIONCIIY OF crtrornci+an PLAN CHECK It PERMIT H COMMUNITY DEVELOPMENT DEPARTMENT 1DATE ISSUED _ -- 17125S.W."Blvd-P.o.6o�c7]797.Tigard. R4°A Zed 1b�� i AX MAP/LOT JOB ADDRESS: S w - LAND USE: LOT: ---- ,UB. _ VALUATION ?O. 0 0 u-=---- SPECIAL NOTES OWNERREISSUE OF: NAME; Q; `r Y�O �-�"` -1-- — LAST REISSUE: ADDRESS: _lam FLOOD PLAIN/ SENSITIVE LAND: -- PHONE: _—_ --- APPROVALS REQUIRED PLANNING: ------ CONTRACTOR ENGINEERING: NAME: -1-ty�1 C= -- ARE DEPT 2 F' OTHER ADDRESS: '� —_ ITEMSREQUIRED PHONE: LIST/SUBCONTRACTORS: _ BUS TAX: ARCH/ENGINEER _ CALCULATIONS: _�------ NAME TRUSS DETAILS: _ ADDRESS: d,V tai/AJZ " 7 _ PARKING PLAN: -_..._ •� LANDSCAPE PLAN _ _ OTHER: PHONE: - COMMENTS: ) AMOUNT AMOUNT PD. DAL. DUE DESCRIPTION ,� r� PERMIT H ACCT H Permit Fees �2-st_ 10-432 (� Building _ 10-431 00 Plumbing Permit Fees ----- - 10-431 01 Mechanical Permit Fees 0� �,O 10-2.30 01 State Building Tax (5X) Dui idirig - Plumbing `3/• 53 Mech 10-433 00 Plans Check Fee Bu i 1d i ng Plumbing - Mech 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 51-448 UO Street System Dev Charge (SDC) --- — 52--449 00 Pay-ks System Dev Charge (POC) ------- -- 31-450 00 Storm Drainage Syst: Dev Chrg (SSUC) 10-230 09 TRFD � Washington Count Firms H1 ((9b%)10-230 06 — 10--220 00 Amart/Wedgewood 1 -,b 10-1At APPLICANT SIGNATURE Date Received: ----- Keceiaed By: � -- - cn/3587P/18P mel I Receipt CITY OF TIGARD MECHANICAL PERMIT Permit # -�4 - Description QTY PRICE _AMT Table 9A Mechanical Code -0- -0- 10.00 City of Tigard 1) Permit Fee 13125 SW Rall Blvd. 3.00 P.O. Box 23397 2) Supplemental Permit _._ Tigard, OR 97223 Furnace to 100,000 BTU i 6.00 639-4175 1) incl.ducts&vents Furnace 100,000 BTU + 7.50 2) incl.ducts&vents — Floor Furnace 6.00 Name of Development 3) incl.vent �T)mc.i 1i I�Qf ` Suspended heater,wall heater 6.00 Job Address , A 4) or floor mounted heater Address `-I �' Vent not incl.in 3.00 Tax Lot Map No. 5) appliance permit — Lot Block S"bdivis10f 1 Repair of heating,retr Ig., 6.00 Name(or name of business) 6) cooling,absorption unit Pftone 7) Boiler or comp to 3 HP 6.00 Mailing Address absorp.unit to 100,000 BTU Owner (Boiler or comp to 3 HP-15 HP 11,00 City/State — p 8) absorp.unit to 500,000 BTU — 9) Boiler or comp 15-30 HP 15.00 Nameabsorp.unit 1/2-1 million y,Ih Cc�►. r1' Mlle'— r or comp to 30-50 HP 22.50 MailingAddrose phone 10) absorp,unit 1-1.75 million - C r)7<'�� y 2 S t�ot•MrMw'u' Boiler or comp to 5o HP 31.50 Contractor City/state 11) absorp.unit 1,750,000 BTU Air handling unit to 4.50 State Registration No City Bus.Tax No 12) 10,000 CFM _ — 2.)3`�Z I ' Air handling unit 7.50 1 hereby aclamwiedge that I have read this application that"inlormatbn given is 13) 10_,000 CFM. + correct,that I am the owner or authorized agent of the owner,that plans submitted are in Non portable 4.50 oompkance with State laws,that I am registered wHh tl1e state Guilders'Board•that tfle 14) evaporate Cooler number given Is correct (it exempt from state registration please give reason bekry►. 1 r' Vent fan connected 3.00 15) to a single duct - r Ventilation system not 4.50 16)----- included in appliance permit Hnod served by 4.50 17) _mlachanical exhaust - -- — -- - _-" Date Domestictype 7.50 Slgt,att"(ownor agent) - 18) er ncineratot —_- —'-- Describe work C1 addition 1 1 alteration f 1 repair [1 commercial or industrial 30.00 to be done residential O non-residential U 19) type incinerator _ - -- Existing use of Other i.e.,woodstove,water 4.50 bullding or properly_—._ _ -- --- --— 20) heater,solar,clothes dryers,etc. J Proposed use of2.00 ��UO building or property 1 - 21) Gas piping one to four outlets Type of fuel- oil l 1 natural gas P1 LPG Fl electric Cl — 22) More than 4-per outlet NOTICE SUB-TOTAL Na THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON. s% SURCHARGE STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 -- DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN Ejc�'IEW 25%OF SUB-TOTAL G,� �IU ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER TOTAL WORK IS COMMENCED. Special Conlltions `-_1�`Q�-- i CtarjV-jCATt OF OCCUPANCY CITY OF TIGARD OREGON Owner: _Rt2yeil}_Ll inert Permit No. 5642/5680 Address:1460U SW /2nd__ Building Address: same- Occupancy:- ,-- B 2 i bond Use ;Lone:_!- Bldg. T 2N yyppee Certificate for new varehouee,phase I and aaditon Comments: ----- - �p-haat zip _ - 5 Certificate is hereby given this 16th day of _?fly________, 19. 86 that said building may be occupied and that it complies with all requirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. _ it J� Fire Dept. 1!!!!Ag spectra t ---- IlulldingOfflclal Post Certificate in Conspicuous Place INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phony: 639-4175 � r Type of Inspection __ —'� ��--- — -- Date Requested G1 Ti -1 U A. P.M. Address ��- �`��3 - Permit �' Owner74 .f• - L.ot # _ — BuilderThe following Building Code deficiencies are required to be corrected: Aj Presented to _. _ -_�- XApproved Inspector _ �s�• �-- ❑ Disapproved H Date — CALL FOR REINSPECTION ❑ YES 1!?rNO r INSPECTION NOTICE City of Tigard building Department P O. Box 23397 � �' —'5 Tigard, Oregon 97223 Phone.639-4175 Type of Inspection _--- Time— -- ) Date Requested Permit # p � #'--------"_'`---! Address - �� Lot Owner ;� Builder __-- ------ uired to be corrected: The ,allowing Building Code deficiencies are req S?_K..s---.___------- -"'` —_—��J '�.�----� --_-,_. rJ� Approved Presented to XDis,'rnproved Inspector Date --- yCA--L_L�FCR REINSPECTION INSPECTION NOTICE City of Tigard BLUidinq Department P 0 Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested Time A.M. P.M. Address Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector �Disapprovad Date CALL FOR REINSPECTION 2� YES 0 NO 234 FIRE DOORS 105NV) t FIRE DOORS 108NV1 235 HOLLOW-METAL TYPE FIRE DOOR(GSTR)—Continued HOLLOW-METAL TYPE FIRE DOOR(GSTRI—Continued PROTECTIVE DOOR INDUSTRIES, DIV OF RICHARDS Deupl• B•' WILCOX MFG CO, AURORA IL 60507 R 102B2(N) egl•u Goon fm 3 h, a old 1,Shell b•pr. dsd won a uPe '0"Me aBna eaon Far t'/t he ane'6 hr 'I',a he may/.plordlfd Without m.0004 ##fad a vita me rn epee Items mncnee.l lb,1;/,he end'/.ler loc.l'eenf•ech equ,0amd with•van. MN DY uvea wren l/+0•,wn1p.UDveMenee Inc o an Fru EPI Hardware Ib 91 Point etch lel roe dart•may be ll.("m wnhou,en efl,egal »vdwvrl 01 the wdlfce ar conequd vMUSI tee rypm and nm ler menu•type simple palm hleh. Door.swinging m perm lame J,uenOnl/o, t'/.ler■led'4 ler loeahert■meY mCerppfaq Are o0►n R HOLLOW Mr.TAL CO, DENVER CO 80204 D1Mai le.p end ..In auto�miuwithout, ...s elrny.l NIY ba..> w,tn,,ndv 111.1.Labe, I 018708 IN) Swmpmp dutch type dos, non••Inc Listed File Em HVOwtle Inled under BWle•n Heelio+r metal n,dm0 tYOa »a•dwua or Pre• w.c•a,c.nenlea wino,1041 he's and rim or monism type simple pall,latch puma 1w,np,ng.n sus nam•if"Altenl 101 We M and"/.hr ImnnOnl may be Plovid/d without 0-1-4 II1 F..�u.11 doors l0,01 he cellon.� ""it, Ov,Hed w11h an aslflgll STEWARD &TEC SUPPLY CO, SIKESTON MO 83801 R9798 INI Uouu,•N41,ae noon fol I„h,end Y.he locanonm m1Y be provided without inn ours n May be used with Und.rwnun L•bantorlo talc Wbtl in•Ev,He.dwvY coned ones.Bnn11an 5» piny dutch rep.deep,mer,nco,pwab Ipyvn fpr r,he t'/,hr en41]he IOCaIgIOn Me b• N M:r,e:of fthe a Full th c�lo .I. vertical Vvi,rod type and rim or monne type single point latch l n wn emomehc louver R K HOPPE CORP, OAK PARK MI 48237 R11264(NI STILES CUSTOM METAL INC, MODESTO CA 95352 017913 IN) R N SMITH INC. SPRINGFIELD MO 86808 Mer ba u##d earth Undawrrten Uhontmm Inc haled I,,.E.n He,nwm NFFnd PneP Bullas. M"•n.....n w m unda,w.nen uharneena Int Lial•d FP•Fa,I Hardwire puue R e0i3B�lyeN� Nuoan,sal the arfFa be ten.dva anI 10 r3 type d . ,m mnrour,half•mol•vein,,will •.". »•'• ^, ,•v� orf m annanud va .,• Vve I swmp,ne m anis,dime d0aniom lel 3. fpr and'/,hr loen.n,..1h.0 he provides will en '' od typo end,.m n,mnnm type ample nmol lain oweu MAY be p,O dad wnh aul0mn�c done IVv., RFP02UIC BUILDERS PRODUCTS CORP, MCKENIIE TN 810635 IN) 382U1 88091 IN) BUNG Mt GEUN CHEUL BA. PUBAN KOREA M"•n• ^unaYrwnter.Lebmnmm Inc Listed File Eel Haldwer•Ilnted under Builders ""'"•'"' '',°•+„Hate oe cpncnleq vernral rod typo and nm o,mart,##type Single poll,l,leh SUPERIOR FIREPROOF DOOR INC, SCRANI ON PA 18505 82519 lNl ..n...h,".u•«e nnmf Im J h'I...0n 1.nut b•provided wdn inn##vapn nein,Polo tlnkpanl lar r,he end v,h1 ballens may mt0,ponle gal open M•Y e•,fen with Undsi w Iota Labmalonaf Ina WI•d Fu.Ful Hvdwuf Il nbd undo fe"t, " ,•.nn mer n•p,nr�11er without en.,flags an Doubts of ins door. , cOnosUlfe..halt red Won Ind nm a menta type sindu pmol Inco ##,orad'd wnh of ods,:dem tourer Deeubl•.prlN doors roe 3 M Ipcltipns enol a p,ewdM with an.nila5al »^•u'^u”�,,•^,rn••loin Dbubl•seems$dean for 1•q n,and'••h,lotavm.a inn be provided wnhou,an mnp•I Doors awme,ne In peaa lam.O"clitnsl l0,I , end',,h,I.CfiI nS each.01„00.11 al-In.W vastMay pv..*. *,I% do.,o crowded d0out.1 vfll•9e, RICHAR08•WtLCOX MFG C7: AURORA IL 80607 som••a tris"dem M.Y be Pror,dad.1, .pen n,.,,. R5878 INI Bndlle type door S W FLEMING d CO LTD,OITAAIO CANADA MIR 3129 015930 (NJ SWINGIN' DOOR INC. ROCKVILLE MD 20852 811508 IN) 84785 IN) Ibe,n�e Ypraef moa,lar I-;,"M',.•,pec/loot mev ba D,Ovitlle wgheuf ee1 111•eya M",hr Paan wnh Undn"'W1 I eonm.�a Inc Lnlsd Fu.Fat H4r41we10 pu,.d Dad•1 Bund.lS May be CORP. .-M.11 .bn1 TX 78650 ,,�d»v•I all Iho Surface br cont•,all!van,cel rod typo and Ilm Or mOnl.e nna,a of"n..In UnsIf,c n concealed l e vertical Inc es go fin.1 a l"ale Iheu11 unit.,let." n t"'^•.rw,nq.ne in p.'n lam• nrnnnnl for 1•:,hr And 3/S he monism role Single point latch NerdwnH 01 Ilia,Pond o,cOnanM rMICH roe tyD•and nm a,Ton1M h0a noel.paint I.Ich ."and may be provide,wIiho.1 an agbag i dent.•n o0ar Doubt,.pun monis Im I'h he Imo''.Rr IOCalrOnlf may W prpr,d•tl w,Mou1 in.s11apH "Mor•''„•##,",tied with nulOm tic door louver DaOn swinging,n palls i a..Iliac Upnl lo,1'/,he and Y.he locations each equipped with a van, M„n�i.i•,r.ma aP.nmg done design for I'/,he and 3,e he locations cel roe noise ng be its I.se chle l rf,•elnpa, Donn rwroprng In earn name dl,Sn,pm Im /,he and',.ler lac etione mer'neelpoul.an Pont SANWA SHUTTER COIIP, TOKYO JAPAN °Mestrike b.oardedw lWarnn.,dal inner gel 811341 IN) SCOTT'S GLASS A SPrCIALTIES INC, NORMAN OK 73089 119497 IN) T19PET IIIIC,WAUKEGAN IL$0086 R8937 IN) M^v h•lee"r1 wnh Und.rwrinn Laboratories Lined Fin Eel Holdwn•pilled undo,Build*,,Nva h•11011..r ant..led.ental end type and nm alt menu.No.,mei poll,Imfth TITAN Mil`TAL PRODUCTS INC, SACRAMENTO CA 96816 88525 IN) »A+"r n•n•nvid.d won-moment doer lours, SECURITY METAL "RODUCTS CORP, HAWTHORNE CA 84042 INI May be oro,detl with■umm•nc doer laure, 90260 M.r.r.'n•a wnh Und.rwnlen L•bm TOTAL OPErIINO SYSTEMS CO INC, DALLAS TX 76228 810476 IN) •ndwmv M rh"1mleW or cO em L. ,%I al rent Lined Fum Ent H.Idw/,.(luted Pad.,Bwldo Mer b•Pad wnf�Und.lw,npf Lebnnlona Ins Laud Fns•en Hl,dwna pnud unde,Bwldelf M.,n"mnv�detl won eulamant nee,lour•, typo and nth at morose typo ample ppinl latch Haid.,,:all Ih .urf.e•n,enne•.lad r.nit.l IM Irl.enol I er rr•ennn IIP--'not-anm,,glen SEYBAR INC, MARTINSVILLE VA 24112 TRUJILLO ALTO METAL DOORS CORP,TRUJILLO ALTO PR 87791 IN) lilt•In ode w„h Llndvwrn•n Laborn0,n.me,nue Fin Fe Labor 01 Ihl re 3,I 01929NI 00760 ton."old typo And anal.pain'latch nm ane,memos Wog,lined undo,eund•1e Herd TRUSSBILT INC,8T PAUL MN 56108 R19b2 IN) i,ruesirial,on F're Evl HSldwere '^ ,^•q, clent Npe ewm p1p MAY be Pae wan ac ea,,cn o Ube,•,tai pal pe ad vin Eon HAromswan Ibal1tl undnt latch p,^B,n Pan Pili mpurpwd with.renmu,ad dour wmm�mer h• Hndwuq e1 the wed or conuauo molal see few and nm m mbnue tyom+'non ppm,Pan �••'.ih^.n e^n"cosi In,One B one[in,"von. Double mgu.t dope I.,3 he ,an ".he I he purled won an v e"neen SHEBOYGAN GLASS CO, SHE80YGAN WI 53081 ED.l., ,pne.ro�oo��u�m.tl�i uonhi loraci��^^-,ale n•hn ecna�ae�mt.qu Pp�a wnhavmn' 810630 IN) Pear,awm n ^"•1''u,in w,M l/nd•nnnun Le bPretnnn Inc L,S,.d F„•E.'I He'd.$•II,IIeO unde Blultlero EeMad dbe vice mm3 be p,otdsa automatic done hoili a"•e/nee' ^ ,••f�•ur"n ertor.led ven,esl Y d pure, ' end be end rem er mOrtne type.,net.Pmnt latch STATEWIDE FIREPROOF DOOR CO 11231 INC, BROOKLYN NY 112819(N) VIKING GLASS INC,SIOUX FALLS 60 61101 811379(NJ d.014 Me,n.n•^'Awn won•mnmehr Goo,lour., May hlf usedIn wnh Uneronuu lab "r 1l In, Liman i' Eel HN"IVP poise untlnt latch f N11AWSr•1 of rhe turrets ar cOnc.Intl rrmcli,led tyD.And rem a/moniN Nal ding,•pmol Inco stEELCRAFT Mir, CO,Cmmv,,Ery ON tm2 vINCE KESS INC, LINCOLN NE 98621 89488 INI r n.„fan won Undewnlof ..,•,'eel I'll LiS�ed h, 83993(NI ” m ilii a•des.m Snr .d ror. ,A N.. '�'"_"!'d v!'•males uMu Bund•re VIRGINIA METAL INDUSTRIES INC. ORANGE VA 22990 83141 IN) CITY OF TIGARD 639.4171 1',-,r inepectior r5 DATE d 5951 BUILDING PERMIT �a�Z11�h .19-3.t�--- TAX MAP 2Sl-12AbLOT N05000 Vi5al SUBDIVISION kogera :.auhivery 46UU SW �2uu Avg:. OWNER-- ___ — __ _—_ JOB ADDRESSl_ BUILDER _ __--- b�,.+E ___ STATE REG.NO. ___ _EXP,DATE G BUILDER'S PHONE �. t� ARCHITECT PHONE __OTHER - -- --- STRUCTURE I-I NEW La REMODEL ADDITION REPAIR C MOVE )7 OTHER ❑ DEMOLITION RESIDENCE COMM I LDUCATION IND RELIGIr1US ACCESSORY ❑ GARAGE OTHER FENCE S OCCUPANCY ._ LAND USE ZONE iL BLDG TYPE FIRE ZONE PLAN CHECK BY HEAT LIOPOiit approximately 5UO cu. yus. 01 fill material auto propatty. caiL136e w.+y to u4 WER PERMIT# UCG.LOAD FLOOR LOAD HEIGHT NO STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT I SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit l5•W THIS PERMIT IS ISSLIeD SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 1REGULATIONS AND ALL APS LICASLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax .bu _ SDC— Total 15.80 A-P0LICANT OR EN A T /—T- --� PDC# Prepd. all._ N tt k� - __.. ------- ----- - — Receipt No: ADDRESS Bal.Due titin@ �__ Issued By Approved By __ DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. -- Rough-in _ — Fixture _ Final HEATING -- _ Contractor —------ —�-- Permit No. _--}�— Gas or Oil — I Roughen �— -- Final --- SEWER Final DRIVEWAY -- _ Final — _ Storm Drainage (Rain Drain)Final _ _— Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final _ CERTFICATE OCCUPANCY Landscaping Zoning Final NELSLI-S for inspections call 639-4175 CITY OF TIGARD 639.4171 DATE P.O. oO 233971, Tigard OR 97223 TAXMAP _��OTNO:�x*' `S�SUBOIVISION OWN - JOB ADDRESS BUILDER STATE REG.NO. -EXP.DATE BUILDER'S PHONE - ARCHITECT PHONE OTHER STRUCTURE ❑ NEW U REMODEL ❑ ADOCION O REPAIR ❑ MOVE O1 HER ❑ DEMOLI O RESIDENCE ❑ COMM U EDUCATION ❑ IND • ❑ RELIGIOUS ❑'ACCESSORY 0 OARAIIE ❑OTHER ❑ F! OCCUPANCY LAND USE ZONi =' BLDG-TYPE FIRE ZONE'- PLAN CHECK BY HEAT '1 k' - Tu SEWER PERMIT/ _ OCC.LOAD FLOOR LOAO HEIGHT NO.STORIES AREA No.UEn"pOMS_ _ VALUE _ BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT yAOE PKnNt 1-5 5 THIS PERMIT IS LASUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDINO CODE.ZO 11EQI1LATIONS ANL`ALL APPLICABLE CODES AND ORf-!NANCES,AND IT b HERESY AGRCF.D THAI ' Plan Check -` WORK WILL sE DONE IN ACCORDANCE WTTH THE 6 LANE AND SPECWICATWM AND IN OOMPLM' WITH ALL,APPLICABLE CODES AND ORDINANCES.THE ISSUANCE OF THIS PERMIT DOES NOT W 4 PI.Ck Fki RESTRICTIVE COVENA14M CONTRACTOR AND SUB CONTRACTORS TO HAVE IXIRRENT CITY BUSK., TAX PERMTj'S.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATMIIL State Tax S SOC- -- ---- I'otal POG APPLICANThIAG".-HT Prepd. - ---- _7 -Tj RroalPt NO. ADORESS Bai.Due 7 --- Uau6j By App"w*d BT SSDC --- S SOL - SEWER CONNECTION $ SEWER INSPECTION f �� SEWER SURCHARGE S -- Comments: INSPECTION NOTICE City of Tigard Building Department I 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 { Type of Inspection Date Requested / Permit # Address L — — Lot # Owner Builder f 1 The following Building Code deficiencies are required to be corrects t _ , _ Presented to F&AWoved T Inspector C C•�► I I Disapproved Date — 1 CALL F R REINSPECTION YE6 7 NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 ell Type of Inspection SLC�-nd L7 ,? id Date Requested— Time A.M..--P.M. Address 0 — 45i 2 2--.,-) — Permit Owner Lot # Builder The following building Code cleticiencies are required to be corrected: Ta, 00 C LA u __-ClAtcFoYL r- I�nL 111 s WON Presented Approved Inspector t A Disapproved Date Mi.. CALL FOR REINSPECTION YES 171 NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 / Phone: 639-4171 C- Type of Inspection _ ----w� —— ' Date Requested Time A.M.—... P.M—Permit # �y Address --� Lot # Owner BuilderThe following Building Code deficiencies are required to be corrected: Ut ..0 S Q "ti L�.►o a - — r ZDV� CP Approved i Presentr6W tO Inspector y ❑ Dhepproved Date CALL FOR REINSPECTION i YES 0 NO j ANN r 1 �• � I D I �� I V HUI HK PROUCIM ® l � fl �fl P.OBOX 127 • TUALATIN, OREGON 97062 • PHONE 681.2601 . r ROGER 'S MACH I NE 14 :RC1 S, t.• 72 Avp 15259— 2- Tigard, tw?1'. 5'7 2 Insp Type RAF 352F -•036--000 Gear Sabre Construction C,'n. , This is a Fire and life Sz 'ety f'1.-+n Re-. i.eu and is ba ;ed on the editions of the !Ltate of Oregon Structural Spe - cialty Cede and Fire and life Saf`?ty Code WEC ) , the S"atc> of Oregon Mechanical Spec= ialty Code and Mechanical Fire and Life Safety Code (1-111C ) , I_lni.ty -m Fire Cede 0JFC ) , and other local ordinai,Ces and regulations provide handrails that extend not less than 6 inches beycn•1 th-7 top and bottom risers. Ends shall be returned or shell terminate in ne:`jel posts or zafetij terminals U3C 1--306` i ) fire door assemblies shall be auto- The following swi�,git,G matic closing by a smo'<e detector. C�oor r;;a 's. 12, 13, 14, 31 , 40, 43, 46, 47, and 46. All hold ope t device,.; shall be an _approved type which will release the door in t:h.' event of power failure. UBC 4306( f ) . All. 1 and 1/2 hour rated door assemblies shall be tested and Such tests shall be 4�itnessed by a Ceputy Fite tl.arshal. For conference with Building Inspector, Brad Roast, an ad-- ertt door will be provided from the can" ditional exterior ference room ( To reduce Occupant; load of office corridor ) . l,do further prpansion of the assembly al'Fa ',ii l l be allo-yed without t`%e area aaain being divided by area separatiOl wall ora sprinkling system being installed. s o ,• f � ai tted pl•ar's is not an appro ppp.•nval Of onissions ubmithis office Or n of non--compliance uith ay yr v .eal f s by appli ,:able regulations Of local government. An appointment gime shall be made with a member of fire pre 7ritiOtl for the follo,)Jing inrid date thetinspectionishours prior to the anticipated ti -,e and da , _ needed. Upr, 305 Framing, fire door tests at,d fir•al insp?rti4n 1 ' 1 IMRM URR Mt PROIR110H MINH P.O. BOK 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 !F YOU dE511'P a CC1riFeT'et1Ce 7•egar d ] rig this plarl revie,.: or if YOU ha'., 7vel;tion$, pse tcpl F1'ee to contact :i.e at ( 5 3) 682••216CA Sir1CeT'c_ 1y, Marie (Ji 1 1 is-,s Fire Prey vrl4. 1 or ANWINUMM MF26Q OCCUPANCY FILE LTST NOV 8, Ic?85 1:3: 54: O;i TUALATIN R. F. P. D. Page 1 KEY SCRE._E-N 1 Name ROGER 'S MACHINE 5. Special Sortl : 2 Zone-Occ fik 35�B -036-000 3 Address 14600 �W 72 AV TI 6. Special Surt3: 4 Categc,ru 7. Special Sort3: 13ASIC SCF FI•N 16. Census Tract: :.30'7 1. Occ Phone ( 50'3) 639-615117. Code Edition: NONE: Manager Walter D. Novel: 3. Phone ( 503) 636-6040 e3 13 1 d g Value $ 600, 000 19 Content Val 9>1 , 000, 000 4 M._a i 1 - A pt#: i. 0. Other Value () Addres. 14600 S. W. 72 Ave. 2 6. Cty, St, Zp : Tigard, Or 97223 31. ISO Class 3 �'? ULC Occ1,'ft « D-2/ 33799 %. Bl. dg Owner Susan V. Rogers �3. Fire Alrm ay : NONE 13 Phone X503) 2224-94.91 r ��. �3uite--Apt. 24. Alarm cyst #: NONE )851 N. W. Cumberland ;'S. Prop in Use Y 10. Addre,s 1 ,� . 26. Diite Built 6 -06/29/66 11. Ctu, St, Zp : Portland, Or. 97229 ,,_, C!ate llernodel : 12 Emrg Corttct:: 2H. Ground Area 32, 023 13. Emerg Phone: 14. Ins Type/Mo: INF / 10 15. 901 Occ Use. -74 Machinery rnanuf. FIRE PROTECTION SCREEN 1. :Alarm Shutoff Location NONE Power Shutoff Location I-W 3 Water Shutoff Location O-W 4 Natural Gas Shutoff l_or_ation: O-N `�. FDC Location NONE 6 Sprinkler Control Location I - partial sustem, corridor only 7. Stand Pipe Location NONE B Attic Access1_ocation NONE 9. Special Hazard Tupe Code OU NONE 10. Special Hazard Type NUNE 11 . Special Hazard Location NONE 12 Water Source Location HYDRANT 13 Stairwaq /Vert Shaft; Prot Y/N 1 stairs not enr. . / # vert shaft, - 0 CONSTRUCTION 5CREE_N 1 . Const Tgpe 50 V-N 16. N Prop L i n v 88 / 10 PRIJPE:I-�TY LINE. 2 17. Wall Prot 00 h,0 WAI..I- PROTECTION 3 1'asmt Area U 18. S Prop Line 45 /10 PROPERTY LINE_. 4. Total Area 35, 023 19. Wall Prot 00 NO WALL PROTECTION . # Stories 20. E Prop Line 35 /20 ASSUMED PROPERTY LINE 5ies b Height20 21. Wall Prot; 00 NO WALL PROTECTION 7 Inter Colmn CIO MTL_ 22. W Prop Linc 88 /30 CENTERLINE OF STREET 8. Roof Const 20 MTL UNCLA 23. Wall Prot 00 NO WALL_ PROTECTION 9. Roof Cover 01 NOT CLASS 24. Area Wal : three area separation wall, 10. Roof Area 0 25. Areq Walsall rated 2-hour F. R. 11. UBC Occ2/ft: 44 H-4 /1224 26. Area Wal 1-1/2 hr opp, -swing doors, smak act 12. UBC Occ3/ft: / 27. Plan Loc : 13. UBC Occ4/ft : / 28. Mist : See plans for lcoation of area walls 14 Auto SP Use: 15 Auto FA Use: BUILDING PERMIT APPLICATION TIGAR:) DATE l�39-4/1# THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR SHOWN AND APPROVED ACCOMPANYING PLANS AND SPECIFICATIONS. OWN O PHONE OWNER ��,46 DDRESS L WOl)`�Lv ARCHITE 2 ENGINEER BUILDER _ v 1 ADDRESS 2ESIGNER STRUCTURE ❑ NEW 11REM_OOEL ADDITION CIREPAIR ❑ RENEWAL ❑ FIRE DAMAGE (3 DEMOLI ClRESIDENCE COMM ❑ EDUCATIONAL CIGOV'T E3RELIGIOUS ClPATIO [3CAR PORT ❑ GARAGE C3STORAGE ❑ SLAB❑ F OCCUPANCY `~' LAND USE ZONE BLDG.TYPE PLAN CHECK 8Y HEAT• 'rACL 7 c SEWER PERMIT M !_a '01V OCC.LOAD FLOOR LOAD .`^� HEIGHT NO.STORIES ..SEA NO.BEDROOMS---- VALUr BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Pah Li THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE.ZO t� REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THA P WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COIAPLI WITH ALI. APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT Subtotal '�" RESTRICTIVE COVENANTS.CONTRACTOR AN SUB CONTRACTORS TO HAVE CURRENT CITY BUST LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER.PLUMBING AND HEATING. ScSu Tax SDC— Total -' '� ` +� .O APPLICANT OR AGENT By Raa*lpt No. ADDRESS PONE AppfovW SSDC �..$ �v V ,,.0 sOc eG% 9'�� 4 282 P0C - - -- ---_-- SEWER CONNECTION S SEWER INSPECTION I SEWER SURCHARGE S 1 , 7 COm...erlte. .tea (ped—lv 2_.. v / 72- 170 / Z_/ , / I r- -rS' , y v I BUILDING PERMIT APPLICATION TIGARD DATE .. t THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPEC:IFICA i IONS OWNER PHONE __ LOT NO OWNER t ;i4:.,::. JOBADDRESS 14t UU .,:< ARCHITECT Sabre Consiructiou 1225 Ski Bonita ac . ENGINEER BUILDER ADDPESS _ DESIGNER - STRUCTURE C 7 NEW L REMODEL Ll�ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE U COMM ❑ EDUCATIONAL L] GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _ `" LAND USE ZONE BLDG TYPE _FIRE ZONE PLAN CHECK BY aW i 1: HEAT — LonsLrucL ult_ice and plant addition to existing buildin6 per aijyrovec+ plaris. SEWER PERMIT M cone -- a tion ;y. --- --r,- t-;-- - OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS _VALUE _ BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING S31./O** REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE 121110RC, WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE 86_4f4bw RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATEtr-PERTILS REQUIRED FOR SEWER,PLUMBING AND HEATING. Ste.i?. - v Stets Tax � � r nal. ffSU.il. sDC—19 Total _ PDC# APPLICANT OR AGENT By Receipt No. Approved I C . ADDRESS --- --�PHJNE UATE INSF.i TYPE INSPECTION — RE'MARKS— PLUMBING DATA - `� .------ t ---- -- — Contractor PrrmltNo. - - --- Hough-in ---- - /�� Fixture / Final 4ino i HEAT / 1 � �-' „''� -:l -- •�?�-i� /��_—'- �j�/ice � u � Permit No. -47 Gas or Oil Floe h-in Final SEWER Final DRIVEWAY -1k - --� / Final Storm Drainage i (Rain Drain) Final +---- - Gidemlk - Q Curb a Street Final Aphr03ch --- ------- BL/ EPT. FINAL TEMPORA CE IFICATE OCCUPANCY Final - q/ f 10 N/' IOU- C PA M.-Y -----— -- --- —. 31 Q (�� ndacaping Zoning Final o•�c�cw- t 4 c y wir +ac j r.v!;i;A �+'•• 4F'6w...'.L". AF} f4 � N i r r q< W ��d t�.,Yh IYNdP.�°',.iG,cRi'�S'sR�S.x.�f! suli��+'hN"lCCwt' . (;1D CIP cp EW 192,-0" STANDARD NOTES, '.. A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE BAYS 22' -6 '/4M 2 �- rU�/ ," 22' -7 X14 24' -0" SQUARE. LEVEL , AND SMOOTH. FRAME (TYP.) ABOOOS ANCHOR BOLTS, NUTS AND WASHERS FURNISHED BY OTHERS. A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. OC NOT MATCH HAND SET ANCHOR BOLTS. ABO010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYPE A307. LINE AB0011 TYPICAL ANCHOR BO!_ S MUST BE WITH HcAD OR 3" HOOK ON EMBEDDED EOF 192'-0" A411 TYPICAL END. ABOO12 EMBEDMENT LENGTHS SHOWN ON DETAILS ARE BASED JN CONCRETE Q STRENGTH OF 3000 POUNDS PER SQUARE INCH. ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR BOLTS. N ' -' — -' — AB0014 CAUTION, RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN . IN SOME CASES. THE HORIZONTAL FORCE IS GREATER THAN THE VERTI"AL . A i=OUNDATION DESIGNED FOR A CONVENTIONAL A231 A367 STRUCTURE WILL NOT BE SATISFACTORY . FAILURE TO MAKE I ADEQUATE PRO41 SION FOR THE HORIZONTAL THRUST CAN RESULT IN FCUNDATION FAILURE. I A213 k=W I A213 I A213 O I . O N J 1 J _ 0 L.iJ m I - �--- � A242 LL_ g 1 i 0 a , N A213 ( A213 I A213 r A213 1 A232 -- -- - I - -3 - _ _ - I 3 _ N p USA391 A391 ® A391 — (� Wf A392 A392 A392 NI EOF 192'-0" M11 TYPICAL 6' -6" 15' -0" 11-0 •-0 ^ ! 6' -0"! _ 15' -0" " 6' -0- 7' -0" lo- -O- 7' -0- FA ' -0"A 111 A411 UNIT 1 ANCHOR BOLT PLAN i\ I I r REVISION NO. 1 REYISION NO. 2 4 BUILDER, 1 PROJECT + I BUILDING ORDER DESCRIPTION , � DRAWING TITLE , AG FILE NUe •=.. M PRODUCT OF THE - _ - - - I I DATE, DATE, o �ULsG� ---�-��- SPECIFIC I GROUPS I _ DATE, -- _ ___- _ , 09/19/85 ! DRAWN BYE DRAWN BYe _ Z� ® — I C I — B U T L E R M A N U F A C T U R I N G SABRC CONSTRUCTION COMPANY ROGERS MACHINERY CO . 40 X1 �2 X20 WBSS ANCHOR BOLT I DRAWING NUMBER : REV . COMPANY ORDER ENGINEERING PORTLAND , I T I GAR R L /E O M P H# I II GENERAL OF F I CES-KANSAS CITY, MISSOURI SYSTEM D ► O R D O 2 5 L UBC 8 2 DRAWING CHECKED BY a CHECKED BY� ! r f I "185 - 031 902 O1 00 SW 721\11) F., v1 E'l\•I t.J E' I F THIS DOCUMENT I S I I I i I' i I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 1 1 1 1 1 1 1 -T 1I 1 , 1 1 1 1 1 1I I i I I IjJjT_ T� 1 1 l I � Y rl II ( I I I I I III III I I I TLEGIBLE THAN THIS N eTESS ' I ' I i ( � i ( II � � j� � � � f � 1 i �p NOTATION , 1. ! I I �. I I OXC.I.T�.IU 2 6 1 99 _� 4 �•1_ 7 8 1 O 11. 1 , ER IT IS DUE TO THE QUALITY OF - --- -- - --- y� No.36 THE ORIGINAL DOCUMENT . _- E 6� 8Z L � 8Z Z � Z E �, IZ OZ 6i SI Li 8T 3I fit EI ZT Tt II t 8 8 L 8 Sr E 7 I TJgl�w A, IIII lilt illl Illi Illi IIII illi IIII IIII 111!.111! III! III! !Ili IIII III! IIII IIII IIII IIII IIII II I I II!l�IIII IIII I III � I I I IIII�IIII IIII I II'II�IIlIII11I IIII I I I � � I • i III IIl. I IIII III li i IIII�II i I I�illl I � III I II I I � III lily III IIII I II I � II.IIi,ll � illlll 11 I IIII Ili��lillll. II , lllll.11111Iti p W ,,..-',a , ., }. :,... i .x ,: . : .. .. .. ,>.,. -, ., : •„ .. 1 <+ p "d:. ""MPI' �.I . .. ....n. !. ...c +L �: ,. t , .. .. ... - .�. .-: o � ilea >�i •'�!� !S P, y. . 4y .A.. I,,,• . P (, 's I SIDEWALL SIDEWALL 1 .1 1 /4% 9 1/2" 5 1./8w S 1 /»" 9 1 /21, -.._..� 5 1 /80 F ANCHOR BOLTS I 1/8- 118 I r._.. _... — -� {' -- — --i —� 1 I -- -- -�- — -- PROJECTED 3' II I 3/4" X 12" ANCHOR 3/4' X 12' ANCHOR I) II BOLTS PRC,IECTED 2" BOLTS PROJECTED 2' I IV I 3/4" X 12" ANCHOR 3/4" X 12' ANCHOR.---s,,, BOLTS PROJECTED 2 BOLTS PROJECTED 2 _ II 4 I II II I I '' o a go 2 1/22 1 /2 bo ao I I h � � ih I �. 1 3/4" 1 /8" 1/8" 1 3/4" FRAME ENDWALL SECTION ENDWALL SECTION ENDWALL SECTION ENDWALL SECTION 1 1 1 /4" 1 1 1/4" _ CORNER POST (LEFT) CORNER POST (RIGHT) INTERMEDIATE POST (LEFT) DETAIL A246 INTERMEDIATE POST (RIGHT) TA A2Q9 SIDEWALL COLUMN DETAIL A235 " DETAIL A236 SINGLE 12' POST DETAIL A245 SINGLE 12' PGST SINGLE 12' POST DETAI SINGLE 12 POST SIDEWALL 1 1 1/4" X 14" OR ANCHOR BOLTS ENDWALL P'ROjECTED 3" EDGE OF FOUNDATION z ' LL. LOORUl iINE 2 1/2" 2 1/2" r, w 0 (n FRAME SECTION A411 TYP. SECTION AT EDGE OF FOUNDATION UN-NOTCHED BASE DET5L A208 SIDENALL COLUMN 1� r� rf I PROJECT , I BUILDING ORDER DESCRIPTION , DRAWING TITLE AG FILE N0� REVISION N'1. 1 REVISION NO. 2 i BUILDER, _ _ _ -----._. PRODUCT OF THE _ F85 DATE, 09/19/85_ �� DATE, DATE -- i o iflr�f �—J i I _ _ X1 �� pt X24 ' LRF ANCHOR BOLT ER� � REV . � ® HINCRY CO 100SABRE CONSTRUCTION COMPANY ROGERS MACDRAWN BT- DRAWN BY, F3UTLER MANUFACTUR I NG ORf�ER ENGINEERING PORTLAND . OR TIGARD , OR 25 # LL /8OMPH UBC 82 � DETAIL SHEET t OOCOMPANY SYSTEM G _ __- -- - _'._ __ . CHECKED BY CHECKED BY I• GENERAL OFF I CES-KANSAS CITY. MISSOURI 1. 4.) SW 71,%lU VEI'41i...)E »i:-:,.rs,. „anp ;f—r's°�pr-.e— ,.c.,s-: .r,,.,;u�ap,,..... -,i ,xcnc y.•4"Syp�l�- ..;i _.^`t':+..a _ ..... ,. ..... ....1.,.- _ _-. . now. Fes. .. .. IF THIS DOCUMENT is LESS � I � � � i III III III 11 llh I I III ISI ; I 1 I l ! I Ill Ili III Ill II ! III 111 III III II1_ TT 1�1 �j �� lll ' ! I1 i � l III rll I I Ill ll � 1 �t�T1 T�'1 111 Ilillilllll Ili II1il , �1, : Til if LEGIBLE THAN THIS NOTATION , I I f* 126 1 ..r 3 6 8 10 11, �E3� IT IS DUE _ __.� t E TO THE QUALITY OF No.38 ��y,.zm k THE ORIGINAL DOCUMENT . _ 1111 IIII Illi 1111 .Ill IIII I II I li f I Ilii fill I I 1 l IllI, 1111IIII IIII IIII IlTZ Z 6I I L 11111191L2 �va" i) ZII11 111111111IIII � IIIlli lll111l l! IIIII E • 11111,►I I 1 HUI HR[ PURIM ®� IUfl �flIIU Opp BOX 127 • TU ALATIN. OREGON 97062 0 PHONE 682.2601 . ROGER MACHINE WAREHOUSE #1 P;ovember 1, 1985 14t,00 SW 72nd n Tigard, Oregon Q72'233 Insp. nsp. Type RAF S21 Gear sabre Construction Co. This i= a Fire and life Safety Plan Re•:iel., -zor plans resub=mitted. A Insurance C;ull�tin 16 has also been submitted and is arcept,3rle ,ijir,r, this office. Provide fire h!adrant location so that no part of a commer- ciai building : a more than 250 feet frog a hydrant. UFC 10. ?Oi (f helot lass than one ( 1 ) approved fire extinguisher with rating of not les= than -A 10--1,': C shall be provided for each 3, 00.7• square feet of floor area or fracti .,n thereof. The tT•avel distance to an extinguisher from any pc,-.-'-. ion of the building shall not exceed 75 feet UFC. 5t,andacd 10--1 ihdormal office hours for Fire District Inspectors are from O: 00 to 5- 00 a. m and from 4: 30 tc 5: 00 p n. Inspection requests and que:tions should be made by phone during these hour— Only. wbeneJer possible please asst for the inspector you wish to talk to. Approval of sUblitt=d plan= is not- all approval of a-i.ssions or oversights by thjs, office or of non-compliance i.:ith any applicable regulations c>f local government. If you desire a cn;,ference regarding this plan re•.iot-- or if you have (questions, please feel free to contact Me at 1503) 652-2601 Sincerely, Marie Williarms Fire Prevention Bureau rar W OEM SABRE CONSTRUCTION COMPANY R[E Li TEN (01 Tf�� 6712 N. Cutter Circle P. 0. Box 4527 — - PORTLAND, OREGON 97208 (`o ATE _---��— – Joe No. - Q (503) 285.1777 AITENTIC N RF 10 <)< Q the following items: _ WE ARE SENDING YOU C� 'achf ' I nder separate cover via ------ Shop dl'�n, sOF TIGAWnts 'Plans ( I Samples Specifications P4X�NING DEPS ------ ---- - -- -- - - -- -- i ! Copy of et er �, ange order ❑ –– DESCRIPTION - COPIES DATE N0. ----- ------ – F.3 - THESE ARE TRANSMITTED as checked below: CI For approval ❑ Approved as submitted ❑ Resubmit_. ___ copies for approval Cl For your use ❑ Approved as noted ❑ Submit__ _–_copies for distribution Cl As requested ❑ Returned for corrections ❑ Return _ corrected prints ❑ For review and comment f"1 PRINTS RETURNED AFTER LC AN TO US LJ FOR BIDS DUE REMARKS— (-;01'V ItI SIGNED: If enrooauiee are not •o noted, Alndfy notify w Of onCe GINMII1ft•IG.' ,YE•lI.S In r,,nnn e.•• ' IMM111 BURR HRR PREME EMU 1 P O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 ROGER 'S MACHINE WARE!-iiJ'•J`iE #1 October 22', 1985 14600 "7W 7-Ind Tigard, Oregon 97:':'3 15370- 1 3526 -095-000 Insp. Type RAF Dear Waiter B. This is a Fire and Life Safety Plan Revieu and is based on the 1962 editions of the state of Oregon StrUC Lural Spe- cialty Code and Fire and Life Sa-Cety Code (V3C ) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Cade (1.- IC ) , Un i fora Fire Code (UFC ), and other local ordinances and regulations. The assemblies shown on plans to provide the fire resistive- ness for area separation °•: exterior wall protection, due to location on property, are not listed in the documents avail- able to this office. Therefore, provide documentation fror., an approved testing agency that the assemblies in question will provide the required fire resist:venes< < r use one of the assemblies Iii-ted in Chapt. 43 of th,- StatE of Oregon Structural Specialty Code ': Fire and Life Safety Code. Provide fire hydrant location :o that no part of a commer- cial building is more than 250 feet from a hydrant. U=C 10. 301 (f ) Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2-A: 10-B: C -11 be provided for each 3, 0^•i SquarP feet of flc-ot area rr fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 79 feet. UFC Standard 10-1 Submitted plans are not approved for construction. Plans must be revised and resub:,litted for review and must indicate compliance with, the above noted items. Normal office hour--- for Fire District Inspectors are fro, 8: 00 to 9: 00 a. m. and from 4: 30 to 5: 00 p. n. Inspection requests and questions should be made by phone during these hours only. Whenever possible please ask for the inspector you wish to talk to. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at ( 503) 682-2601 . Sincerely , Bob Hunt Fire Prevention Bureau ' � OCCUPANCY FILE LIST OCT C 22, 1985 14: 06: 57 NF260 ge I TUAL.ATIN R. F. P. D. KEY SCREEN 1 . Name ROGER 'S MACHINE WAREHOUSE #1 5. Special aartl: 7_one-Occ #: 352D - 095-OUO AV TI 6. Special Sort". I Address 14600 SW 72 7. Special Surt3: 4 C,,Ategory BASIC SG121=..:N 6. CeT1. us Fr3Ct: 307 1. Occ Phone (503) 639-6151 17. Code Edition: NONE I M3n3aPr . Walter D. Noval` 18 Bldg Value s ;3/16, 000 3 Phone (503) 636-6040 19. Content V31 :�(?0, OOU 4 Mail -- Apt#: U 14600 SW 72nd no. Other Value 5. Address ''1. 901. Occ Use 1374 Machines 6. Ctu St, Zp : 'Tigard, Oregon ��7�?23 22. UDC Occi /ft 24 D--4/ O 7 B1 dg Owner Susan V. Rogers 23. Fire Alrm Sy . NONF_ g. Phoria ( 503) 224-9491 `.1 FNlarm Sgst it: NONE 9 Suite--Apt: 2-i. Prop in Use Y '851 NW Cume brland Rd. 1Ci Address � 6 -06/29/66.,�, 26. Date tluilt 11 Cty, St, Zp : Portland, Oregon 97��9 1'.. Emrg Contct: ANSWERING SEPVICE 7. Date Remodel : "C-1 13, Emerg Phone: (503) 639-6151 14. Ins TypP/MO: INF / 10 15 ISO Class 3 FIRE PROTECTION SCREEN 1. Alarm NONE Shutoff Location I-N INSIDE SHOP NORTH WALL power Shutoff Location NONE Water Shutoff Location q. Natural Gas Shutoff Location NONEOUTSIDE WALL-. 5. F--DC Location NONE 6. SF rink ler Control Location -7 5 ,and Pipe Location NONE. E3. Attic Access Location 9. Special Hazard Type Code NONE 10. Special Hazard Type NONE 11. Special Hazard Location HYDRANT 12. Water 9. urce Location 13, Stairway/Vert ShaftsPrQt Y/N: No stairs not enc. i # vert -heft - CONSTRUCTION SCREEN 16. N Prop Line 99 / 10 PROPERTY 11_'N LINE 40 NO WA Grnd Area 21, 400 17. Wall f vOWALLPROTECTION 3. Dasmt Area 0 18. S Prop Line 3 /10 PROPERTY LINE 4 Ta`a 1. Area 21, 400 19. Wall Prot 00 NO WALL PROTECTION 1 '0 E Prop Linc : �0 /10 PROPERTY LINE 5. # Stories '1 Wall Prot 12 1 HOUR WALL NO OPENINGS PER 6 Height--ft 15 mLine32 /20 ASSUMED PROPERTY LINE W Prop 7 Inter Colmn. 20 MTL «. Wall Prot OU NO WALL PROTECTION A Roof Const 20 MTI_ UNCLA 23 9 Roof Cover 01 NOT CLASS25. Area Wal :24. Area Wal : lU Roof Area 26. Area Wal 11 UDC Occ2/ft: 12 UDC Occ3/ft: / 27. Plan Lac : 17:_1. 1 13. UDC Occ4/ft. gip. Misr_ 14. Auto SP Use: 15. Auto FA Use: APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY'(WHITE)ITE ) -FILE ORDINANCE NO. 74-14 [:] (BLUE) -INSP, ❑ (YELLOW) -OTHER AGENCY (INSTRUCTIONS ON SEPARATE SHEET) E] (PINK) - APPLICANT APPROVED ❑ APPLICATION NO.: --NOT APPROVED [] C:I TY OF TIGARD, OREGON FEE AMT.: i — PENDING FEE. PMT. ❑ C.ITY HALL. RECEIPT NO.. ---PENDING SECURITY [ i PUBLIC WORKS DEPARTMENT BY _ DATE__ _ _ PENDING AGENCY "OK" ❑ Application and Progress Record MAINTENANCE BOND #_ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED n PENDING INFORMATION (� ANNUAL PENDING VARIANCE El EXPIRATION DATE: -- PERMIT NO.: _--------_-- -- —. DATE ISSUED: BY: --- _-___ --- --. (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL ---- AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. ( APPLICANT -._ NAME ADDRESS CONTRACTOR—- ----- --- --- -- ------ --- - ----NE -- - - NAME ADDRESS CITY RHO PLANS BY - __--___�___ NAME �...�-_ ADDRESS -��.��--.._�--_ CITY - PHONE LSTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ ----- --- DOLLARS ^"�--- '-- -- -- --- ------� --._. -. - ❑MIN. - -- ----- -- --- tS OFFICE Uf6t (2) EXCAVATION DATA: x S. STREE'i DESCRIPTION OGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLEIT DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTIT ----- E T N --— INSPEC- R TION _ E Q U E LSTIMATED STREET OPENING DATE: �_ — S. •— ESTIMATED STREET CLOSING DATE: / / -- ED STREET (3) SECURITY NO. SECURITY AMT: $ -- --.--- CLOSED _— SURETY CO.: _-- _— FINAL CERTIFIED CHECK ❑ CASH U BOND G INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL Fri /CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. I I I I 1 ( I -Cu4t (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. T11E APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE. DATE .1 Ty' x r,/r i f2 "CSS 71 72 ND AV E N P y&Pt y CURB _ POLE i A • � -4 Z lk wwjN.,O-w OS, CITyOF TINARD No. 1117 12755 S.W. ASH ��1 P.O.BOX 23397 Date ) i TIGARD,OR 97223 Name Address i Lot Block/Map Subdivision/Address // Permit kCash Check's Bldg. Plumb L> Other — Other Rec. By Sewer Acct. No. , - ----- � Description � Amount 10.432 Buildin Permit Fees 10 431-600 Plumbinq Permit Fees 10.431.601 Mechanical Permit Fees 10.230.501 State Bldg. Tax '0-433 Plans Check Fee 30.443_ Sewer Connection -------- 30.444 Sewer Inspection 51 448 Street St St. n�v. Charge 52.449-610 Parks I Sy,st. Dev. Charge — 52.4_49.620 Parks II cyst. Dev. Charge_ - — ! _ _ I 31 450 Storm Dry inage Syst. Dev. Charge 10 430 Business Tax _ 10.434 Alarm Permit 10.227 - Bail - 10-455 Fines . TrafficlMisdlParking __-_--- 10 230 T CPTH TratliclMisdlVic_Asst. 10-456 Indigent De Def30-T'2_2401 Sewer Service/USA 30 122.402 Sewer ServI ICity 30% _ 30-123 Sewer SevicelClty Maint.. _ — 30-125 Unmatched 31-124 Storm Drainage _ 40.475 Bancroft Prin. Pymt. 40.471 Banr:roft Int. Pymt. — TOTAL 1 C 'Ar-- ;r r;r �� c-4�0 •'10t'' �2-Zb-&s 5 642 BUILDING PERMIT APPLICATION TiGARD DATE.______ )-'' _'�' '-19 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK.HEREIN INDICATED CUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OVA NE9 PHONE LOT N0. ---- -- -- OWNER JOB ADDRESS — - -------- __—_ ARCHITECT ---- — - ---- iabre ConstructiOln !.J :'.A A 01)jtu Ru. lit;urENGINEER BUILDER ADDRESS DESIGNER__ _ STRUCTURE ( NEW ❑ REMODEL X ADDITION ❑ REPAIR ❑ RENEWAL C] FIRE DAMAGE ❑ DEMOLITION 1 RESIDENCE [�(COMM ❑ EDUCATIONAL ❑ GOV'T Ll RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _ - LAND USE ZONE _ is BLDG.TYPE 2N FIRE ZONE—_2L_PLAN CHECK BYHEAT— Construct new waret'Ousc L_--t;uEler type bltik. 41 per approved plans S codff _ SEWER PERMIT no plutn6i(4,AL coni. --- - t � �------ ---- - OCC.LOAD _FLOOR LOAD HEIGHT _ NO.STORIES AREA NO.BEDROOMS VALUE _ BUILDING DEPARTMENT SETBACKS FRONT KE't' PlaINEAR LEFT SIDE: RIGHT SIDE Permit l.'1.J.UU THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING 196.45 ) REGULATIONS AND ALL. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREEII THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 2456ZU WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS HERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. _ SDC— Total -- PDC# APPLICANT OR AGENT By Approved ADDRESS PHONE a DATE INSP.' TYPE INSFE_TION- REMARKS PI UMBING DATE — I =- -- Contrictorrs/W /d�3 i �_.� I •�� Permit No. Rough-in a-�C7� Fixture -- - _- /� ` ' --r-- r HEATINGactor Permit No. i ,L Gas or Oil ------ Rough-in � 1 Final SEWER ------ -� --- Final /r / DRIVEWAY r Final r �J� Storm Drainage (Rain Drain) Final Sidewalk -- ?-/�- ' - �Np�` —� --- Curb&Street Final Approach BLDG. DEPT. FINAL 7'EMF6RARY CE.R7IFICATE OCCUPANCY - - CERTWAIPT� NCFinal re LailkcePinp 1.1 I,s-' ll<MJI.k> Zoning Final' Z as �F CITY OF TIGARD NOTICE OF DECISION SITE. DEVELOPMENT REVIEW SDR 14--85 APPLICATION: Requ(i3O. by Roger' s Machinery Company to construct a 19,000 square foot addition to an existing industrial building on property zoned I-L (Light Industrial) and located at 14600 SW 72nd Ave. (WCTM 2S1 12AD, T.L. 500 and 501.) . D_E.CISION: Notice is hereby given that the Planning Director for the City of Tigard has approved the above described application subject to certain conditions The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT' 1 . Background No previous land use cases have been reviewed by the City regarding the subject property . 2. Vicinity Information Bonita Road and 72nd Avenue are both major collector streets, which abut: the subject. property to the north and west. An L.I.D. project recently allowed for the improvement of 72nd Avenue to City standards except for sidewalks. All of the surrounding properties are zoned I-L. 3 . Site Information and Proposal Description The southern portion of 6,q property is developed with an industrial building and a smaller warehouse in the southeast corner. The applicant plans to expand the industrial. building to the north and east and the warehouse building will be enlarged to the north. The gross floor area of the two buildings following the intended expansion will be approximately 45, 150 square feet. The parking area will be shifted further north to accommodate the new construction. 4 . Agency and NPU Comments The Engineering Division has the following comments : a. Any relocation of drainage facilities on -fax Lot 501 should be done in conjunction with a recorded drainage easement. b. On site drainage must be directed to the closed system within the 72nd Avenue right--of--way . C . There are no sidewalks in the immediate area. Since the property will undoubtedly be developed further, the sidewalks installation can be delayed until the remainder of the property is developed. At. that time, a sidewalks should be installed along the 72nd Avenue and Bonita Road frontage. NOTICE OF DECISION - SDR 14 05 - PAQF 1 Awl MEJEMALMIKM d , Any relocation of utilities will. be the responsibility of the applicant. P. A street opening permit will be required for any construction performed within the public right-of-way . The Building Inspection Division has no objection to the proposal . The Tualatin Rural Fire Protection District indicates that: the proposed construction will require automatic sprinklers or fire separation walls. Also, all portions of the building must be within 250 feet of a fire hydrant. NPO #5 has no objection to the request, but it is suggested that it be clearly understood that the sidewalk along the 72nd Avenue and Bonita Road frontage will be required upon further development cif the property . B. ANALYSIS AND CONCLUSION i The proposed addition to the existing facilities are in conformance /0 Community Development Code requirements for building setback, Parking (46 spaces required . 68 provided) , access, lot coverage, visual clearance at driveway entrances, and landscaping. A 5--foot wide sidewalk will be required upon further development of the property . Installation of the sidewalk now would be premature considering the amount of property that will remain vacant. It will be more appropriate to install the entire sidewalks as a condition of completing the development of the property . c:. DECISION The Planning Director approves SDR 14-85 subject to the following conditions: 1 . UNLESS OTHERWISE OTED, ALL CONDITIONS SHALL BE MFT PRIOR TO ISSUANCE OF BUILDING PERMITS. 2 . A private drainage easement shall be recorded by the applicant for the relocation of drainage facilities in Tax Lot 501, prior to occupancy of the new additions. 3 . Drainage from the site to 72nd Avenue shall. be designed to a closed on-site system which connects to the drainage pipes within the 72nd Avenue right-of-way. On-site drainage shall not be permitted to flow down the driveways onto 72nd Avenue. The plans fer said drainage improvements shall be approved by the Building Inspector. 4 . A 5 foot wide public sidewalk shall be installed along o he Bonita Read and 72nd Avenue frontage upon the development he remainder of the property . If the northern portion of the property is divided or sold, the sidewalk will be required at. that time along the developed portion of the property on 72nd Avenue . NOTICE OF DECISION - SDR 14-85 -- PAGE 2 M 5. In order to assure compliance with Condition 4 above, a $7,500 Performance Bond shall be posted with the City . If Tax Lots 500 and 501 (formerly Tax Lot 2800) are recombined as proposed on September 1, 1986, this bond agreement may be terminated after approval by the City . Contact John Hagman in the Engineering Division for further information. 6 . Utilities shall be relocated by the applicant. Any necessary easements to accommodate said utilities shall be provided by the applicant. 7. A street opening permit shall be obtained from the Engineering Division prior, to the initiation of any work within the public right—of—way . 8. The landscaping materials shown on the approved landscaping plan submitted by the applicant shall be installed prior to occupancy of either of the building additions. 9. Th j approval is valid if exercised within one year of the final decision date noted below, 10. It should be understood by the applicant that Tax Lots 500 and 501 do riot constitute legally separate parcels. A partition approval must be approved by the City before either lot can be sold separately , D. PROCEDURE. 1 Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XXXX The applicant & owners XXXX _ Owners of record within the required distance _XXXX The affected Neighborhood Planning Organi7ation XXXX Affected governmental agencies 2. Final Decision: THE DECISION SHALL. BE FINAL ON October 21, 1985 UNLESS APPEAL IS FILED. - 3 . Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent . The deadline for filing of an appeal is 4 :30 P.M. 10/21/85 NOTICE OF DECT.SION SDR 14 -05 - PAGE 7 4. Questions: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171. October 10, 1985 William A. Monahan, Director of Planning & Development DATE APPROVED (KSL:br/3301A)) � I l V _ L11E)� I B�onit .o.3 J r � - r i � -- _ Ir � I N01 WF or DrCTSTON - SDR 14-85 - PAGF 4 BUILDING PERMIT APPLICATION TIGA?D E--� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED SEP,PHONE ER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. LOT N `..� JOB ADDRESS / `1G no �G.- _PAJ4 S o'r�rJER 1 4 L ARCHITECT 2 ```'� `�"'�✓, '"�• �" ENGINEER BUILDER — - ADDREDESIGNER SS - i- STRUCTURE O NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR Q RENEWAL ❑ FIRE DAMAGE C1 DEMOLITION ❑ RESIDENCE ❑ COMM O EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS Q PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE _ - PLAN CHECK BY 4� HEATQd OCCUPANCY � LAND USE ZONE -L ' BLDG.TYPE _ 172- voo SEWER PERMIT N ��y/1 -- ��✓: C " OCC-LOAD FLOOR LOAD0&gc G- HEIGHL,,?/J- NO.STORIFS L� A EA�_ NO.BEDROOMS w+w!% VP.LU 1 BUILDING DEPARTMENT SET BACKS FRONT LEFT SIDE RIGHT SIDE Permit �� i THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CGDE.ZON'.IJC y_ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE PlanChee �'� ORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE FRITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE gib total T - RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS r= LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Taxel _ SDC— PDC APPLICANTORAGENT B J _ _ Receipt No. !, ADDR PHONE Approved RAI' ssDC --- $ 14 ; ) t SDC PDC - SEWER CONNECTION SEWER INSPECTION $ SEWER SURCHARGE S Cnmmori tC: r` i � INSPECTION NOTICE i City of Tigard Building Department 12420 S.W. Main 22 i Tigard,Oregon 97223 Phone: 6394171 "► i (( _ oe Type of Inspection Date Requested_lam f Time A.M.- �•M• •— Address O Lot # Owner Builder . i The Wlowing Building C de deficiencies arrequired to b corrected: ) L� �L��1 'c•� � �c" * ( - 4 � t t •f-mac.L..d APPOM Presented to ...—. _ v Inspector _ - Diapproved Date -- — CALL FOR SPECTION YE! ❑ NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested Ae Time A.M. P.M. Address Permit Owner J- Lot # Builder The following Building Code deficiencies re required to b corrected: AAA4 Presented to [ Approved Inspector X L17 f'O F-1 Disapproved Date CALL FOR REINSPECTION EJ YE8 0 NO J O H N R. L O W rONSULTING ENGINEERS, IN,_ 1 7.•1(_) _i V'1 SKY1 INL BLVD TF1 F P H D NF PPR f ANI) UFIFDaN :x7221 .903 1 :q.7 37B(3 October 3, 1985 City of Tigard Building Department 12755 S.W. Ash Tigard, Oregon 97223 ATTN: Mr. Fd Walden Re: Rogers Machinery - Warehouse Addition Dear Mr. Walden : We would like to confirm that we are aware of the existance of the 24" Storrs Sewer Line under the foundations of the building as shown on our drawings for the project. The pipe is described to us as : 24" Class IV - Reinforced Concrete Culver Pipe enclosed in concrete to form a 4' 0" X 4'011 square exterior The contractor retained services of Northwest Testing Laboratories to develop a subsurface soil investigation report with recommendations for foundation design and monitor all filling operations . Reports for their findings are available in the near future. For further information, please contact us. Yours sincerely, 0LOW CONSULTING ENGINEERS, INC. i ow, P. E. c . al Engineer Ir jOF.N A low S Sc ►E cc: Sere Construct-, 'oli)11'11 v w w w w w ,�'` CITYC* TIVARD No., 7785 12765 G.W.ASH P.O.SOX 23397 �/I�.��y� � ;OptA'f�a :MY i TIGARD,OR 97223 r DATE:9- ' Name Address AMOUNT Lot Block/Map Subdlvislon/.Addresa Permit�'s Bldg. '� Plumb Cash Check — $ — Sewer ' Other Other Rec. ! $ Acct, No.. Description Amount $ _ — 10.432 Buliding Permit Fees 10-431800 Plumbing Permit Fees S _� 10-431.601 Mechanical Permit Fees_ 1O230.501- State Bldg. Tax 10-433 Plans Check Fee _ S 30.443 Sewer Connection 30-444 Sewer Ins ctlon 51-4_48 Street Syst. Dev. Charge s 52.449-610 Parks I Syst. Dev. Charge 52-449.620 Parks II Syst. Dev. Charge 39-450 Storm Drainage Syst. Dev. Charge 10-430 y Business Tax $ 10-434 _ Alarm emit ---�- 10.227 Ball 10-455- Fines-Traffic/Misd/Parking _ -- 10-230 CPTA TraffIc/MIsdiVic. Asst. 10-456 ' In0ger.. tense 30-122-401 Sewer.,erv� sDC) 30.122-402 Sewer Service/City 30% — 1Sewer Sevice/City Malnt 12,E nmata 1-1 4 Storm Drainage 4 anon t n. Pyrnt. - 1 Bancroft Int. 1 _.. TOTAL LL s r ""NOW : may. 6 (bs/1214P) NORTHWEST LEST TESTIN ]LAB®]E AT ORIES9 JLNCIS 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING CONSTRUCTION INSPECTION P.O.Box 17126 WELDING CERTIFICATION MATERIALS INSPECTION SOIL TESTING C�lr MICAL ANALYSIS Portland,Oregon 97217-0126 AS SA YINO PHY iICAL TESTING Phone:(503)289-1778 September 30, 1985 Rogers Machinery Co . c/o Sabre Construction Company 7225 S .W . Bonita Road Tigard , OR 97223 Attention : Mr . Rus McElroy Subject : Proposed Addition to Roger ' s Machinery S .W . 72nd & Bonita Road Tigard , Oregon Gentlemen : We would like to confirm our inspection of the excavation of the old fill from within the hounds of the proposed building and its replacement with an engineered fill . The inspections of the site investigation and excavation began on September 13, 1985 , with periodic inspection of the excavation and structural fill placement made on September 16 , 18, 19, 20, 21, 23, 24 and 26 , 19A5. The following compaction test results were obtained during the fill placement . Unit Dry Wt , Percent Location #/Cu ,Ft . Compaction S .W . Corner 119. 3 97 , 9 S. E . Side 118. 5 97 . 2 Center East 119 . 7 98. 2 N. E . Corner 119 . 1 97 . 8 Center East 118. 3 97 . 1 S . E . Side 118.8 97 . 5 N .W . Side 116. 1 95 . , 3 N. Center 119 . 3 97 . 9 N .E . Corner 114. 5 94 . 0 I N. E . Corner 119. 1 97 . 8 1 N . J . Corner 119 .7 98' 2 N. Center 121 .6 99 . 8 N . E . Side 121 . 3 99 . 5 N. E . Corner 119. 5 98. 1 Center East 122. 9 100 + S. E . Corner 123.0 100 + Rogers Machinery Co . C/o Sabre Construction Company Un i t Dry Wt . Percent Location #/Cu . Ft . Compaction S . W . Corner 118. 5 97 . 2 S . Center 117 . 6 96 . 5 S . E . Corner 119. 7 98. 3 N. W. Corner 122 . 6 100 + N . E . Corner 118. 5 97 . 3 , he structural fill has been placed satisfactory and the site is ready for the placement of footings . The structural fill has been capped with 3/4- inch minus crushed rock . We will be available for further consultation as may be required during the emaining design and construction of this project . Respectfully , Charles R . Lane, P. E . Vice-President Report Number : 291585-A cc : John Low , Structural Enqineer A N�'ORTHWEST "rESTING LABORATORIES, INC. 5405 N.Lagoon Avenue CONSTRUCTION INSPECTION NON-DESTRUCTIVE TESTING MATERIALS INSPlCTION P O.BOX 17126 WELDING CERTIFICATION CHEMICAL ANALYSIS Portland,Oregon 97217-0126 soiL TESTING MY3ICAL TESTING ASSAYING Phone:(503)289-1778 September 26, 1965 Rogers Machinery Co . c/o Sabre Construction Company 7225 S . W. Bonita Road Tigard , OR 97223 Attn : Mr . Russell McElroy Re : Soils and Foundation Investigation Proposed Addition to Rogers Machinery S .W. 72nd and Bonita Road Tigard , Oregon Gentlemen : At your request we have conducted a soils and foundation inves- tigation for the proposed new addition to the above facility in Tigard, Oregon . We present herewith a report of our findings , conclusions and recommendations . Site Description The property site is located on the east side of S . W . —T2d Avenue, south of Bonita Road and west of Interstate 5 freeway. The proposed new structure will be sited on the central east ( rear) side of this site ; an area marked by a deeply incised drainageway, slopes and vegatation . A concrete culvert presently dumps storm water into this ravine which then proceeds to the northwest toward Bonita Road . Vertical relief through this area is perhaps on the order of 12 to 15 feet . Subsurface Exploration In order to ascertain soil conditions , 3 test pits were dug on September 13, 1985, with a tractor-mounted backhoe . Test pit locations are shown in Fig . 1 , attached . Samples were identified in the field, and logged accordingly in the enclosed Log of Test Pits . Noted , also during the early site clearing phase were soils in the drainageway. Soils and Geology Soils in the project area consist of a sequence of fine-graineTi sediments ( silts and sands ) found extensively throughout the Willamette and Tualatin Valleys ( Willamette Silt ) , underlain by fine-g ained soils of the Troutdale Formation . The Troutdale Formation is known from other subsurface information to extend to depth, of several hundred feet . Specific units are described briefly as follows : Roger ' s Machinery September 26 , 1985 Page 2 1 . Fill The building area , ravine , etc . has been the recipienT area cf extensive landfilling over the years as has the site to the eabt . Fill materials used included soil , gravel , wood , organics , etc . in an attempt to fill a previously swampy site . The unit varies from a few inches to 10 feet or more in depth , with the deepter portion to the lower north side. 2 . Clayey Silt Native ,oils found beneath the fill unit( s ) consist of moderately soft brown clayey silts and a lowermost layer of blue silty fine sand . The fine sand was in a genere,lly dense state in all noted exposures . Locations of the explorations and observation points are delineated on the enclosed site plan , fiture 1 , for your reference . Groundwater- Groundwater was encountered in the drainageway and in some exposures at shallow depths . Water levels in this area tend to rise during prolonged rainy periods . Proposed Construction We understand that plans call for the construction OT a Too ft by 110 ft steel frame/sided commercial structure on a grade slab floor to lie at or slightly above asphalt grade on the south side. The site preparation will require extensive clearing, fill removal and structural fill placement to return the area to the desired grade. Conclusions and Recommendations On the basis of our studies at this site, we draw the o owing principal conclusions : 1 . Adequate support for all proposed site loads ( including structural fills needed to raise the site to the design grade) will be found in the native soil unit . 2 . The upper unit of loose-dumped fill material , although undoubtedly consolidated under its present conditions of loading will undergo an additional cycle of consolidation and settlement upon the application of further loading ; consequently, the fill should not be used in its present state for the support of major structures . 3. Structural Fill - Site Preparation Site preparation could be accom-p7ished by a number of thods depending on grades. selected for the project . All building areas should be stripped of sod and any obviously loose or unsuitable materials) . All previous old fill should be removed and disposed of off site . We point out that favorable weather will be required for operations in which fine-grained materials are being worked; consequently, it would be advisable to conduct the site preparation phase of the project prior to the on-set of the rainy season . In the r Roger ' s Machinery September 26 , 1985 Page 3 event that rainy weather is encountered during site preparation , it may be necessary to suspend operations or use a clean granular material ( i .e . , sand , gravel or crushed rock ) . Granular fills can be constructed in any kind of weather and can be compacted to support even heavy structures with comparatively modest compactive effort . Structural fills should be spread in uniform lifts not exceeding 9 inches loose thickness with each lift thoroughly compacted by repeated coverages of loaded hauling equipment , heavy crawler tractors , or vibratory rollers . Fills should be compacted to 95 percent of maximum density as determined by laboratory compaction test AASHO T-99 . 4 . Foundations may be constructed in structural fill or in undisturbed native soil at shallow depth beneath finished grade, ( 12 inch minimum) using bearing pressures of 2500 psf and a minimum footing width of 16 inches . 5 . Foundation Preparation Inasmuch as the soil units which will provide support for the main portion of the structure are extremely sensitive to disturbance in the presence of excess moisture , care should be taken to protect prepared bearing surfaces until footing concrete can be placed . Precautions to achieve this end would consist of ( 1) covering cf prepared bearing surfaces with impervious membranes or granular blankets (4- in . minimum thickness) or ( 2) cessation of work during rainy weather . 6 . Surface run-off ( from roofs , parking areas , etc . ) should be tight- lined to the storm sewer or other approved disposal areas . 7 . Under no circumstances should surface run-off be led into foundation drains . R . Lateral earth pressures on retaining walls , etc . , may be calculated on the basis of equivalent. fluid pressure 35 pcf for level backfill . 9 . All hackfill , retaining walls , etc . , should be made with select qranular material ( sand and/or gravel ) . We anticipate that on-site materials will not be suitable for this purpose and that it will be necessary to import material to the project for backfill . Roger ' s Machinery September 16, 1985 Page 4 11 . Asphalt Pavement We recommend that asphalt pavement be designed or a su grade CBR of 4 , which yields the following recommended thickness in accordance to Asphalt Institute Manual MSI : Thickness Entrance and Car Service Roads Parking Asphalt Pavement 3- in . 2- in . ( Ore . St . Class C) Crushed Rock Base 12- in . 8- i n . (Ore . St . Spec . ) Prior to placing base course the subgrade should be proof-rolled with a loaded dump truck to detect areas or pockets of unusually soft material . These should then be excavated and replaced with suitable compacted fill . 12 . We request that we examine and identify soil exposures created during project excavations in order to verify that soil conditions are as anticipated . We recommend that the structural fills be continuously inspected by a representative of the soils engineer in order to insure the thoroughness and uniformity of their compaction . We shall be pleased to provide such additional assistance or information as you may require in the balance of the design phase of this project and to aid in construction control or solution of unforeseen conditions which may arise during the construction period . Respectfully , NORTHWEST TESfIN LABORATORI elm40m•-- C bit G IN�♦ 9944 A Charles R . lane, P. E . Vice-President OREGON 1 Report Number : 291585 �y `'< , ,q cc : John Low, Structural qRC r§e% �P i Do Not Write In This Block STATE OF OREGON PERMIT NO. H: Department of Commerce FEE PAID ------ Building Codes Division DATE -- BOILER & PRESSURE VESSEL SECTION APPLICATION FOR PERMIT TO REPAIR BOILER OR PRESSURE VESSEL ONLY ORS 480.630(7): "No person shall repair a boiler or pressure vessel without first securing a permit." Licensed —Lis Ther al rraiis',ur Yr y_ Business Applicant's --- License Na — Name-Address 1?1;33 S.U, 'rotor, ;',vy__- I.iri APPLICANT'S SIGNATURE .i Ctc :nr.a3 `,�tclatnei•Y _ - OW,NER/USER'S NAME — ADDFiE99•VE89EL LOCATiON \•-xt�[l Clq. County 3tatc Zip TYPE OF BOILER OR PRESSURE VESSEL REPAIRED: MANUFACTURER EQUIPMENT NO. OnEGON NO. SERIAL NO. AUTHORIZED INSPECTOR (DEPUTY/SPECIAL) EMPLOYED BY MANUFACTURER'S DATA ` !Mt han crack in efie;.l. Crack, to int ground oxit maul welded . A 1/4" i•o Jt:- i,.tstall sd to prevent future racking dire to localized strana concent raCi.or.�, NOTE: UNDER OREGON STATE LAW, it i:, unlawful to repair a Boiler or Pressure Vessel within the boun- daries of this State without a proper license and repair permit. Any Boiler or Pressure Vessel that is repaired without said permit shall be considered as an unauthorized repair. The Boiler or Pressure Vessel will be deemed unsafe to operate until repairs are completed. Legal action will have to be considered against the repairer that is in violation of State Law ORS 480.630(7). SUBMIT ALL (:OPIES OF THIS APPLICATION ALONG WITH $10 FEE TO THE OFFICE OF THE CHIEF INSPECTOR OF THE BOILER SECTION, 2300 SW SIXTH AVENUE, PORTLAND, OREGON 97201 I11a-470-426 1 I ,9I 831-304 TRANSMITTAL COPY KAU ZN in M Sd 'S„t`r1 �7' In R a •r / ,1 �, r�n�1. r, c fi � ,t�. ` lll.r.• 'M tt'kr 3. w.y a A y a „� 'd"' t ,y , ' 7 ./ -.�1 "'�/a° b �, Y y `,.;,i !rw/ �rjw''� +'yd�w�•yY�,�`•.«/ ��r �w F n' �e \•"�/ 'f 1�0 //' ,ice �� .. •^-2 � OF O , � W, OF. TIGARD �� CITY ._ v (MECON rf .. 010.......----. . Rogers Machiner ................9.......---• 14600...SY.W. _.Permit No........... �i ,. Owner• -- --...... ................ Building Address. ?2nd...Avenue.... .... u. 4 e ................. .... ... . Certificate is hereby given this.. .. .....day of... a.Y..................... s that said building may be occupied and : that it complies with all requirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. �,car:.� '!...✓. .. .'... .- .: i t`a ;��,:•:� � IIuilding Inspec'..tor . ('W»-•:: � - - _ - - - - ---r ter.., (i '7 rr:.•T V'3 To,T- ®-- ..utii.�t '-*4-0 fi-. r �.. ;• � �'� r ^kx�� ,��.C, 'yid-' �, i• ry�,�1„ � •i�y�� ,�x,� ��.�/�+ff .�\� ��Yji C��41� �w;� .,\•�i•.�. vllr �Y� 'P�'*��`ca r.. ,� ,S I 1 I City of Tigard � INsr,EuriON REQUEST for IPS:PECTION TIME' 2 /" f- f>K. Z',fll' In D kT E: J3.1_75 .DATE ic�1��1; A D D R E S S: C0NTkA0T'n'R - TF `7 ' Air Osua RESULT_ ,br- �_`. ^,ina pprovelf .!.'.. r. +, �,� ti U_ _M_ Q h i Lr, ,•IOCi, .iCj,411''d�aJl;)� '►si ':aJ.�.bn�*:n� - -1 I f SABRE ION COMPANY T CO January 28, 1975 Mr. Russ Austin City of Tigard City Hall Tigard, OR 97223 Dear Russ; Re: Roger's Machinery Co. 75-116" Addition The fire door required for this installation has been ordered through "Crawford Door" and their supplier advises that the shipping date is scheduled for the week of March 17. As soon as the door arrives installation of same will be completed immediately. Cordially yours, SABRE CONSTRUCTION COMPAIIY 1 M.D. Magee Engineering Manager MDM:.L f c 7825 9W Bonita Food !' P.O. Box 23068 r; Portland. Orapun 97223 L] Telephone 503 B39-4141 CITY OF t "N° 0120 BUILDING PERMIT APPLICATION TIGARD DATE--- . 19 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER Pu(4EIi PJ Me ADDRESS 14£6 C) .W• 72nd BUILDFR PHONE ENGINEER .L.,orgia 1.:18C GUILDER ARCHITECT DESIGNER STRUCTURE ❑NEW ❑REMODEL _ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE []DEMOLITION ❑ RESIDENCE OCOMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CARPORT ❑GARAGE ❑SFORAGE❑SLAB [-]FENCE ❑BOND ❑MOV ING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY .—LAND USE ZONE-----BLDG.TYPE— FIRE ZONE_-.- PLAN CHECK BY_-,._ __= HEAT =, . ._ Kn (QC .D11CTEitI!,C. LOAD FLOOR LOAD HEIGHT NO.STORIES AREA VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit l is (.Ci C -- _ — ---_-- --- -- --------- — --THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 63.' REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND 11 IS HEREBY AGREED THAT THE --- -- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%State LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total t. • J r / ). 7 BY � -- ----- APPLICANT OR AGENT Approved Receipt No ADDRESS --�-�—--� PHONE — i I A DATE INSP. TYFZ INSPECTION REMARKS PLUMBING DATE 'L"Q L.9ontractor Permit No. �.� 7f�4h%' L ( :C'(Z7 v,/� /D/� Rou -i•in s 1 G/1 - .S/(v�.1' -,C.fkF• C17iLAE!L- TO Fixture 6,cJe4,9 A S Final S icc ni ��/✓ f�C/i/ds C�iC wim b/�✓o 6e-,-1,17) HEATING - qil,.^aTi r LC-x, ,a-7l Contractor _ Permit No. _ Gas nr Oil Rough-in _ Final SEWER _ Final DRIVEWAY Final Storm Drainage Rain Drain) Final Sidewalk Curb t4 Street Final Approach BLDG.DEPT, FINAL TEMFORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY Landscaping I Zoning Final I A,c,l,r ! l tCrARbS 120 DEPARTMENT OF COMMERC€-,PIANS REVIEW SECTION NOTICE OF PLANS REVIEW X6/4 CI I I ST. N. L. SALEM, UIQ�{��""','J�1'0, (THIS IS NOT A BUILDING PERMIT) Building i�'�1r� ' LcyC ' `2�ytiti[el � L�✓ltlt_��u'� !.� �No. i27(�-74 Building ' Address 7, 00j Ls'' County .l� .G�X�l4.Cl Oceur-aney � — Const._ t1L--Sound Value L�ir�- =Plan Fee - ��np` f Architect : �.r'J`3'�i /CLW �'. New Bldg. ❑:]/�AAd��di/tion � Alteration`s Date Received 11��! - Owner �� / N '!_ C• Address ir'Tfc+C/L�5 •12"'—��4+ef=- Date Reviewed _4115 µNQ7 / Ncur. ^ NO,�E Stories _�—_ Area /.��U /_.k l/L Attic QdL"/ 0 2 Fire Walls�Yd/Ck.Fire Escapes 5�(f^IU� Exits�_/--� ft. CC Main Flr. Basement Nt. Steps / N/-14I Tot.Width Stairs L� 540A� Vert. Shafts - �� Sprinklers _!�_/ / Man. Alarm ��j�L�,Closed ,,''LL �Closed' No Yes Ares C vered Int. Size Ex t. Ext. �lIC __6& Ht. Det. �_�l�F (C� Floord3LMfi� CeilingL�Roof Str. Members �[ Cleu'�,�'�-�yy��No. L Ty'�p��eArea Covd. / �',t�� '/' �� Well cover �N / &,Itr. rm. encl.LLf(QeSr .r > ) Type flueJl Type Htg, System PT 'iUty Fuel NLire Ext, Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. —UI— I .-A�' 2.11 — checked on the enclosed list are applicable. These items and any snecially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversiqhts by this office or of noncompliance with any applicable regulations of local Government. REMARKS: . ��141JNLr '/ '��?• 7�Ula - —�11�1.ue•5 ��.[��O .4S�'N�ec._�7''� j'i '�— a iii L U nF ys�F.��.ec�Sr,� '• na Jlr_C�Ey�YJ/�I�— C'9UlcE � '7� /'Q- -_`-l�G �Or142 2V oe Y43/ D��c��3��d/ Examined b aF Z Co ies to:�1� .l�%42 Y U ' )' ' ' ' 406�.1;� PP"7 -:111e o I'IJI �� .� SP'26585•811 DEPARTMENT OF COMMERCE-PIANS REVIEW SECTION NOTICE OF PLANS REVIEW 9i;, PORI LAND 97201 (THIS IS NOT n ntntoitt. PtPMIT) b],_*W1 Building jtSlt!'�_1BuAddress ilding -� •rte '` 'c47' � rL' i� =,r�'Lt°yl '�t1_ •''- XryT/.CJC��/lrl��_1L_ fy5_ — � f�SE'1.X7111-�'''Y__L�_-��F-��f�C'•z--r��/�A--- ll,� '6 �� -11� .mac !NL' - ��tc -�k~wle t,. / J'JiC�---. -_- _ =__-._ -�_ _ —_- ----- -- ------ - STATE OF OREGON DEPARTMENT OF' COMMERCE Plana Review Number /17 6' PLANS REVIEW SECTION !(FUK MARKFi) I(FC;Ir1.ATIONS IN ADDITION TO ANY REQUIPEMENTS APPEARING ON THE ATIAC'HED ti: VIF V NOTit'F MI'ST HF INCI )RI10RATED INTO THIS PROJECT Approval of submitted plank does not constitute approval of any omissions or oversights nor of noncompliance with any a,-pllcaole regulations of local government that may exceed State requirement#-. Strwture rrqulred to hi T%re iI Type, Ii) throughout due to (❑ areal (F height). 2 Onv-hour fire- reaietonce rating rp- uirrd for all Interior construction. Ail living unit% required to he omrlrli•I sppnratrd by ono-hour fire reslettve conOrurtlon 1 Fxlt rorridore require epinrnti,n from any of',rr area by nnp-hour fire resistive construction 5 Flrr rpslstonre of doors of Intel lor openings to corridors required to equal Ik4" solid core doors Relights In rldm•c rrqulrP wired glans Apt Ir !teed (steel) framing A Storage rooms, clnaets, laboratnries, shops and areas of similar hazard require separation f-om other Arras by at Ireat onr-hour fire resistivr construction Furnace and bnllpr rooms require ane-hour fire resistive construction All vertical openings such es Onliways trash chutes, etc- require full enclosure of (,-, 1-hour) (L, 2-knurl fire resistance Access wave to such ehnfte require ee:f-closing and latching Class B fire door assemblies (" 1-hour -&ted) ( 1 LI-hour rated) Attlr akar, rcqulrr droit hilt. as per Sec 1205, not exceeding each 3.000 square feet (8,000 square fert %hcrr eprinkir• protection provided i R Voids rreatrd by retling-flont •,veterne require draft harriers not exceeding each 1.000 square feet 0 Building projertlons such on halroWes, eaves. overhangs, etc., require fire protection equal to interior crilings wltl all open rigs protected ea requlrrd for rPllings to prevent passage of fire Into building voids and attics lei/Firy stops hinrking or frnming mpotthers plerred for utility runs require packing to P(iuAl fire resistanre, prior t such plercitig Wood frame rnn%trirrtinn requires firestopping of bath vertical and hnriznntal draft )peninge At max Irnum Intervale of 10 feet 12 Cnr-ldore reelutre at least R fret In ciente width Drinking fountains or other equipment may not operate in o roan ner which would obittr u•t the rotnlrnum 0--foot width 11. Corridors spniog patlPnt help • n, rr• ,ilbr w least R fret In width 14 Cnrrldnre rryulre amok#- harrier partitions with doo-e at 160-foot intervals. 15 Ficit dnnrte frons Inbhles, corridnre and rooms with potential occupancies of 60 or more are required to %-Aing In the direction of exit travel lei Exit t.,ore from IohbiPa, corridors and assembly areas require panic hardware Hardware for all doors Is required to be of simple type having no provisions for locking against egress, with obvious method of operation IR At least 44" Inches) In clear width, wlthnut projections, in required for exits and patient room doors through which patients must be transported las wheelchairs, stretchers or beds. 14 Sleeping tonrtte rroulre at leant nne w•tridow readlly openable from Inside without special tool# and providir, a clear opening of not lees than 720 square Inches with the least dimension not leu than 22 Inches Maximum per- mitted height to hOtnm of op#-ning frr,ni floor Is 48 !r.chee, (Ret Sec 1304) 20. Surface flame spread rates of walls and ceilings, minimum requirement. stalrwoy-201, corridor&-75, other rooms -226 (Se; 42011 21 Cnmt'ustibie acuuethat material required to be secured with staples or equivalent metallic holders or a heat resist- ant adhesive capable of withstanding 1000' F for one-half hour PNS-4 DEPARTMENT OG COtAMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIEW 6/4 CHURCH S1. N. L. SALX. l.'v1, OR 97 1U (THIS IS NOTA BUILpDhNG PERMIT) + .. Building t >� nrr/au-�'K�Z "�y . �� f7iC�� J' (alt 1.��. No. {�� Building Address County GG11 N Occupancy � � Const. �—Sound Valu �Plan Fe —Z-..- Architect �IIi4 �� `w�LvL— �` New Bldg. [3 Addition Alteration C] Date Received vF - r�j�/L/ _.- Address��L / N/� / Data Reviewedl::: 7 r7� Owner ` � A/OrtJF NC,ut 'SLSt'�N'f j.�/.�n iuo r L_/ to rs�I Stories Area M /3�fi.Sl- Attic ItE� —Fire Walls l4/.U- Fire Escapes Lv Exits— ft. ,.in Fir. Basemeen/t�� H,t�.,�� Stops IVCf/L� Totem.�Wdth Stairs �r %`Z Vert. Shafts -azufi' /2lt�ra'l`= Sprinklers /_—/ Man. Alarm �A/)s.P. ',` !✓-Closed Closed NNo�.��"Y`e�+� Are,.C vereed // Int. Site Ext. Ext. ,Ulm �- Ht, Det. /'.-.�'`G��/ Fl.w4a W�Ceiling�LG� Roof L+?�_ Sir. Members Class,L NoType Area Covd. ,(J(,'/!$ Fuel 'U Wall cover polw—J. ,,,� /Htr. rm. encl. �/1�F t/.t/ Type flue_:W& Type Htg. System��.(�� _ fL� Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. 11 AA0 96 - — — checked on the enclosed list are applicable. These items and any specially noted provisions must be into,porated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions Or oversiqhts by this office or of noncompliance with any applicable regulations of local government. ARKS: jl5 R � Alp , __�X/1�/�iy�.�11/�� /�tXr /� l�� y��/ l�.U�7.�L�C•'riD.fr.�,��—Q�-`!'Yt� Inc ry _ �7,�Jc'7ic.y.4t�ff ,� 7� �� 1G '� ,[ra� ? �1dG• &, �F� n Examin�e,d, Copies to: 'G' I t� NTr � /- na AA&2 rlisa sP*2e3e3.e14 DEPARTMENT OF COMMERCE-PIANS REVIEW SECTION NOTICE OF PLANS REVIEW �y;7fYtT;-fjFPK_-F-RUlF91N6rf�RikAND'4T'tOf'" (THIS IS NOT A BUILDING PERMIT) No. L� i Buildin ' Building Address _—I�S�N1�� 1�.�.��'1��-d.�_ /�'.�'L'�L •. }�1R��QT_Ee_rt��Zi�1. A-P y Z —rffAder Pesti)r77 �U �Y�frz� '� __ °vl � Y11d1r/Cd-U_ _ V-0-1V11 � STATE OF OREGON r n 74 /y4 DEPARTMENT OF COMMERCE Plans Review Number G• PIANS REVIEW SECTION riEUK MAnKFD I(FOI1l,A'rIONS IN ADDITION TO ANY REQLIIREMENT9 APPEARING ON ':Hr A'I'fACHt;It Rr Vlf W NOTICF Ml'S'T RF IN('r 1RI10RATFD INTO THIS PROJECT. Approval of submitted plans does not constitute approval of any omissions or overetfnts nor of noncompliance allh anY applicable reaula►ton■ of local government that MAY exceed Btaie requirements. I Structure required to hr ';-J TNpe 1, ( Tvpe III throughout due to ILI area) ([] height,. 2 One-hour fire resistance rating required for all interior construction. ,r All living units required to hr mplr',r'I' , .grated h> one-hair fire resistive constructlon I Exit corridors require aepnratinn from o- ntt,er area by nne-hour fire resistive construction 6 Fire resistanre of doors of Interior openings to corridors required to equal 13'4" solld core doors. Relights in r ,r rtdors require wired plass set In fixed (steel i framing n Storage rooms, clnsets laboratories, shops and areas of similar hazard require separation from other aream by at least nne-hour fire reslr:t!N1r construction Furnace and hniler rooms require one-hnur fire resistive construclicrt vertical openings wch es sGtltways, trash chutes, etc , require full enclosure of (❑ 1-hour) (L72-hnur, fire All All quire self-closing and latching Class A fire door asserrtbltes r" 1-h^ur resanic Access wxys to such shafts in rated) (-1 1%-hour raters) Atilr arras require draft herrn,. as per Sec 3206, not exceeding each 3,000 square feet (8,000 square feet whirr sprinkler pmlection provided , P Voids rrested by roping-flour mvatetns require riraft hnrrlers not exceeding each 1,000 square feet In Rulldinp projections such as balconies, eaves, overhangs, etc., require fire protection equal to Interior ceilings wltl- all openings protected as required for ceilings to prevent passage of fire into building voids and attics. W/Flre stops hlorking or framing members pterred for utility nms require packing to equal fire resin,a etimnx- surh piercing Wood frnme cnnstrnr",Inn requires flrestapping of both vertical and horizontal draft openings Imum Intervals of 10 feet 12 Cnrrtdnrs require at fast N feet In clear width Drinking fountains or other equipment may not nperete In a mar, nor which would obstruct the rninlmum fl-font width 13. Corridors serOng pstient heder-n,s rer(uirc al least A feet it, width 14 Cnrridnrs requlre smoke ha"ier partitions with doors at 160400t Ir tervsls. IS Exit dnors freta% lobbies, corridors and rooms with potential ocrups,nrics of 60 or more are required to +wing In the directr.m of exit travel in Fxlt riunrs frorn lobbies, corridors and assembly areas require panic hardware. 17 Hardware fol all doors is required to be of simple type having no provisions for 'oching against egl•ess. with obvious method of operation. 10 At least 44" rinches) In clear width, without projections, Is required for exits s. d patient room doors throuSh which patients must he transported in wheelchairs, stretchers or beds. 10 Sleeping toorns require at least one wlndnw readtly openable from Inside without specie tools and providing n clear opening of not less than 720 square Inches with the least dimension not leu than 72 Inches. Maximum per• mitteri height to bottom of opening from floor is 49 Inches. (POU Sec 1304) 90. Surface flame spread rates of walla and ceilings, minlmrim requirement: stairway-26, corridor►- 76, ether rooms —225. (See 4909) 91 Combustible acoustical material required to be secured with staples or equivalent metallic holders cr a hest resist- ant adhesive capable of withstanding 1000• F for one-half hour P1H•e i)d //Y C/ BUILDER ��.R�o ��' "%� VsUZ /� ' FFA l X15 LOCATION Oww. JOB # MAY ].OT # �wc' T tx1�L�CUL ;5 ILIMER i'l;t2MIT ;r FFA XWER PERMIT # -0"e «rte% FEE MECHANICAL IVOUTp,v 14TE BY )Alf _ EXCAVATION FILL _ _____ _-___ AIR CONDITIONING -- E'OOTINGS FOUYAATIONI VENTILATTO:1 _ /_ _ aFRINKLER SYSTEM FORM. -- MASONRY F"LIJF i REINFORCING FIRE DOORS EXIT�'� GARAGE FLOOR T! jTRUC'I'(JRAL ,,TIAL----'--� PLUMBING R. _ DRIVEWAY ROOF FLASHING _ FRAME STORM DRAIN LA WAL;..30AftU __ YAKKING HEATING FENCE SCEIEEII _ WATER HEATER _� FINAL I CITY OF TIGARD 14120 S. W. Main Slrwf TIGARD, OREGON 97223 APPLICATION FUR BUILDING PERMIT New Construction ❑ Demolish ❑ Addition Remodel ❑ Move❑ ZONING � DATE ISSUED_ BUILDING PERMIT BUILDING FEE $ •41 NO. DATE RECEIVED jg-L./-71 aW. •� r 73-/ n PLAN CHECK $ 4 BY J.L./� OTHER $ -------- VALUATION $�Ol.+r�-`� _ RECEIPT No. TOTAL �h TWO SETS OF PLANS AND PLOT PLANS MUST BE FURNISHED WITH APPLICATION LOT NQ�D.O MAP RSI /• A CENSUS TRACT µr- B J JOB N _ Architect or Engineer SAARK C'o;t�St� AddressSk'.�'�iT'H /CSD --_ Phone . j2:--1-l `1 1 _ owner Addressr t , j� "� J nom— ��- _____Pt one Builder`, /) i_ Address _ _ _ __� Phone •` _ BUILDING USE Pt':gle ''.as. ❑ Multi Res. ❑ Comm. ❑ Industrial OCCUPANCY CROUP / - No. of 5tories�_, Total Height—.1 C Area of Lot �.'4c Type of Constriction I II III .IV, V Floor Area B-`-- 1i �.__ 2 Set Backs: Front _ Back L.Side_ R.Side Private Sewer Pipe Size__,y Sewer_,,d(___ Septic Tank ❑ Water Service Pipe Size ,:.- Storm Sewer Ditch ❑ Drywe1 ❑ Street and Curb Requirements--,L X i.� i�Pl t-• ---- Driveway Width ti. i i 1" _ No. of Parking Spaces.—A, iii t.. SEPARATE PERMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL INFORMATION ADDRESS ASSIG;JEU� FIELD CHECK I)Y— --- -- - ,.�^ ,____-�!L__._� .-- - DATES,_ ? 3 PE:RMI'I' APPRGVEU LiY it is understood that .-,1l wcrk will conform with applicable co,les and ordinances of the State of ore-iu;, anu! the City of Tigard# orequn, and t;iat the building will not be occupied until a Certificate Of Occupancy has been issued by the City of Tigar3 Buildinq Inspcctf,r. _ ig.yna__tur..e_ --s---_, Sor Applicant io Q VALIJ _.._�.�i is LhT�'a.� -7r BUILDER ()CATION 1 T��.17 ..,.....a.��.r+.�--- ' aws�...._� �L•.n.�a..:......_.n.-w...._... _- FRET FElly, _.-.-.-t� BY ....._. ..,_� AIR EXCAVATIO FI1 ._ FIrI _ . f .a U7 ) , Ry5X3T .M FORMS SIABS _ ....__. _-_._.... _....-.r.,.. IV%B ice. pXItJI oRCIfr, STEEL _ � p._ __.__. �••_ ••••__. AkifAOr F'LO,,.)R .._• 57•RUCiW AL STEEL _._... PLUMB I IVG R-1- FRAME .I .._....�- RAF rI�43i?Ii�.�.�..__._...._.._.�.._.._...._...... _._._ �.._•- - ;�;i�iM llRAi.i�1,_„�.,.__......._....._.-.....�_ ___= LATIiWlLLI�H� Wil) �_...__. .__._._�-_ r T�+els ,RF"EN _._..,._.----��---- se PERMIT TO CONNECT City of Tigard Permit No 596 DATE /a — '7 -co co—_ PERMIT IS GIVEN TOQ-cL.5?LS 1 �= OF TO CONNECT A ----- ---- TO THE SYSTEM OF CITY OF TIGARD AT--__I -(42oc> --- THIS PERMI MUST BE POSTED ON THE DESCRIBED PREMISES UNTIL CON- NECTION ISNADE AND INSPECTION OF CONNECTION HAS BEEN COMPLETED. PERMIT FEE PAID >j______` CITY OF TIGARD ,.,�,w �,� .w..wnwwwo�wwnwaww,wawownw„w,w,w„wn�11r1 CONNECTION INSPECTED AND APPROVED I Dpte Superintendent I i I � Permit No.(? Address z_.__.0.-Ji4j- Name of Occupant — Permit charge -- . Connection fee. "' �•� Paid by _ --- Date connected t D --- Type of Buildinq _ _ Inspection fee — Service Rate------_----------- -- - Paid Y -" -- - _------- 7ontractor __ - Assessment_______---_ .—.Paid.----- Size of connection --. --- I ;;abre Construction - #72-248 4-M Yroverl,ieu - F'o uidstion Only 1.4101 S W. 72nd 1 qD C�D qD 6 7 '::I cp Cp EW 140' -0" EW STANDARD NOTES z^ori AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE BAYS 25' -0" 30' -0" 30' -0" 25'-0" 30' -0" SQUARE. LEVEL , AND SMOOTH. FRAME AB0008 ANCHOR BOLTS, NUTS AND WASHER'S FURNISHED BY OTHERS. (TYP.) AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS. ABOCIO ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYPE A307. AB0011 TYPICAL ANCHOR BOLTS MUST BE WITH HEAD OR 3" HOOK ON EMBEDDED EOF 140- -0- A411 TYPICAL END. ABOO12 EMBEDMENT LENGTHS SHOWN ON DETAILS ARE BASED ON CONCRETE STRENGTH OF 3000 POUNDS PER SQUARE INCH. Q Q ABOO13 USE REINFORCING STEEL AS REQUIRED. PROVIDE FOR HORIZONTAL LOAD + ON ANCHOR BOLTS. ABOO14 CAUTION, RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL r-� REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES, THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL • A FOUNDATION DESIGNED FOR A CONVENTIONAL A235 STRUCTURE WILL NOT BE SATISFACTORY . FAILURE TO MAKE I ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN I A209 I A209 I A209 I A209 RESULT IN FOUNDATION FAILURE. N N t I I I I ( t m - - "� m A243 A208 A235 I I I I I _ I I 0 1 I o ick � its N N L LJ V I t V g 1---- •- A245 A245 ! o o l� o b, in ! I in I I I I I Q Q ! A246 I I A245 t 1 I I I I t 0 0 A209 I A209 I A2D9 I A209 I A209 N t I A236 I A235 O W W G Ld w j Lit cn A41 1 N EDF 1401 -0" TYPICAL - _-- � t UNIT 1 ANCHOR BOLT PLAN � l i _ _ REVISION NO. i REVISION NO. 2 I BUILDERS j PROJECT I BUILDING ORDER DESCRIPTION , i DRAWING TITLE : f� AG FILE NO, - /� /—�--/� PRODUCT OF THE - DAT F, ,. ( D A T E _ l J�L'- lnf --- - - - ---- - - - _. 77DRAWINCG !� SPECIFICI DATE , 09/19/85 i)RAWN OY� DRAWN BYE BUTLER M A NUFHCT URIN G ® SABRE CONSTRUCTION COMPANY ROGERS MACHINERY CO 100 ' X1 -40 ' X24 ' LRF ANCHOR BOLT NUMBER, REYRR R N� INEERING #COMPANY 0 _ E E PDRTLAND , JR TICARD . OR 25 l_ L /8 )MPH UBC 82 DRAWING CHECKED BY, 1t CHECKED BY- GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM (� - 1 i-- 3 901 - 0 00 i:11'.: 1\11.I E IF THIS DOCUMENT IS LESS -1 �1�1 ' 111 1 ' I ' I 111 11111 111 11 lIl + lIl ! 1111' l ( l � II LEGIBLE THAN THIS NOTATION , 4 I I I I I I I II I OTOERC �2 66 IT IS E TO THE QUALITY OF 9 .— ---THE ORIGINAL DOCUMENT . IIlII Il16Z 8Z II ILII IIII IIII Ilii IIII IIII Till IIII IIII IIlI ILII Iltl Ilii IIII IIII IIII IIII�I'III IIII IILII tIIII t t IIItI tlullilll 11 1 111111111 Illll 1s 1 Ii l i 111111 11 _ !-1 i 1N1a11.131e T 1!11116 19, 1!! 1��lI°��l�•s1 � „U„NE LZ Z £Z 61 t111911111111 �I! YIIllIll�liilli!lliIillllllZ1III1 � - I I,I! 11lIINII w` II ! II I I I � ,� 5' Ul-ILIT"r RASt'►.IENT I II I Ir'4• PHASE I SOU 14 VAR'r' ' II( ' j. •.� 1. - -'. ,.e 1+. i I• ^ I �M ytj I .s1cu T. I 11 I 1 � '1 � �r wrlF•..+6upV9�I.r�rr'llwl?.' I 1 I _A,• PC6,(•.1: Kr1!,�'Itl. AIR tl►7tJGP I I `. I••` .. . . ,+ - ,. ,.,/ ',. /. 4 +•y'4- 4 REMJYE LXIE.TINC CIIJES` — I + I ''j II{ � 1!YiLt;Nrt C.P. ''..•, '�M�� c e� -- fI ♦ titlW LAI IL5rAVltl. •� I •f, .1 Ioi IIfS aL'•.1��6 X PX:^Tr I Nr:r A 1 n� iI I Grrztltrl '1' L'lip ,l I �. d. I ." '•�''• `��I` . 1 I i I �Iv '7 I r _, s,w � ,-- .,;. fir•,'._ ...G! .- , 1 EY1VIN6 DMCF9to I- I I al I ,� I ' �i Y t I I • t: , I 1 I I I i I t r I I i I I.AIIC.r;,r-Ar F— SCIIFut)I I I Oki CLAN'1- M,',1-F VIAI. 'LATIN 11AIAF'. I N Y1t`I119 CONTpRT/► d lr► 6t+^'TF.AT'R JUMIF'!A ,�1INliFY11! I40pIzrfllrML1!l I !S �I ✓.N. � LTOIII' I' Pit,UnL:rfIL,P.:N •uNlput' A�[Jll F•Ap ICIJItUF.IE t"•'►'k I '"mo- tP.t1•'..IFtPU 1I0`1169 t I I I I .... I . . • 1' '•i IInTE (1) tnC'!n,l_ 12 nr Yr --AAI IVY LFAM Tnr"IL IN ALL 4F 16) @.AR.t L'dt• I'1•IY. 1/11'^.ItND FYT TIW MIRK OR 'VNU ALL • IT•.INYJ L'Fr uFAIUb • "WFATNEKMA?IC" .-IHkUh A •ItAIrIL•IK[l" MINI! - P""C 5 1 f Ov .. •. .�• i • I I�t i. E-+ I •i I + V 1 � I G•.I� I �by I � ' � � 1 .•� I r I r/y . I 1 + 'I .•,It r.�p 'n.'. •T.M �. 1 I I oG40•�1T" . I •. � ' 1tl}T 144 ; I , I T i I I � r lI i I i ' r.r1"1111r4 a r Ir V n 119W INA F,Pr I `�f M7VfL G�•TG IN�1� I .HIL 1N tt `j,1 IMIQV PLA '1' ` .F�� ...tet-.- J_ «t+•, ' � (i .,..�•. . . •, ►irw cf.'�e R ct, �+rq' � TeSt �F►t � •In. I I• , I ILLL IIT Il I14' 1> LLP1./. li V'N iI II ~• It ;YP►t 1•�•M U1 J H I fit el r ?Ir 1.1 l II Ior t t � Slxl! 1 - �T"t.�.11•1.4 ' c•'1.•I1.!t 'rt r � I nnr,?.;11715 1°' '"• SnPK CONSIRUM04 5 .%I I All ! A'e1' I t,l.Tt%wILA'!t• '*N SARRE CXJf,i:; I l n t It IN iK"♦ ''/ M1 '�Hf?J/rl I ~ r:l 1j I7A1 f 71'1111,11'11/I' .AL CAI 1! .� ^IIeWoJ i 1 a I It 1 It 1`1 TAI 1 At rl l 1' •!'a lo' f' LANC�t►CAPp..D nf+lA.+ ...,,'I ... I r _ I I I � kM/ fyl.ANt MKT p1,1.%L!, r.P,(! l/t• 111..1 C`•_ Iq^� 1 . 1 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 I-LType of Inspection ____ Date Requested__ Time _ A.M. P.M. Address � -/ Permit #. Owner �— � Lot # Builder K -/i'tl� The following Building Code deficiencies are required to be corrected: 1 mss. .r i I Presented to _ _ +.Xpproverf Inspector C� Disapproved Date CALL FOR REINSPECTION ❑ YES L7 NO ROOF PANELS -� PURL INS --� \ \` /(~- STD HI-WALL TRIM 2' MAX MINERAL WOOL INSULATION TO U/S ROOF DECK I I I I I <-'_.-. ��-- BEAM I � � I _ 6' (-,'IU WALL LIG4T WT UNITS --- 04 0 48' OZ.VEIF i —' iN GROU`ED CELS ND K WE13F3 9RE INIF EVERY- 2ND COURSE 2 - 04 IN BOND BMS ANCHOR FT5 - — 5/8'4 .=NCN BLTS 1'0 X I '.TVRIPE SPACER • 48' O.C. i TYP.► GIRT -- ----�I1 — -- -__ STEEL_ COL. V in S12' t --- 5/8' ♦ PAR4WLTS 3 1,12' INTO CONC. EXTEND &' INTO NEW WALL • 48' O.G. -_- EXIST'G r— RET. WALL / 5'i MAX NT zi� rt-"" escvrioN JOHN a. Low M43 SGALE: I'•I'-m' ooN.Kx.Twdw wpo mpm woc. .7 w .Kvtn.E srXA-Fvnra[: o raFlxw,4 4�e �'LOTflb 0617%/Mft At n,M 1 w )4-3 1 _ 9 9 e EXISTING WOOD FRAME WALL -- NEW 2HR AREA SEPARATION WALL: FACED WITH PLYWOOD 2 LAYER OF 5.8' TYPE 'X' 544TROCK TO REMAIN IN PLACE EA SIDE OF b' 20 GA STEEL STUDS 0 16' O.C. NEW 644EETROGK MAT BE APPLIED TO EX.PLYWD l NOTE! CONSTRUCTION DESCRIBED B_ SECTION (oiA3 15 NO LONGER REQUIRED. USE %"-ITD INSULATED 1"iTL E/T UJALL 4T GRID 3 BET 'G' AND 'F' JOHN A. LOW aoNMaa.TMvs ■rwsnwEwS. Iwc. a w FwYL.& nr.LFvnvo M�7 RQ77LAld) fTFQ}V N78Pl Joy � 1431 -89 i ***Job No. 1201 SABRE CONSTRUCTION CO. ROGERS MACHINERY CO. , INC. -K** Zt7IV I NG E 1U I 1._D I hl 13 CCIDE T MF QF=Zh'tAT I QN ZONING AUTHORITY: CITY OF TIGARD DESIGNATED ZONE: LIGHT INDUSTRIAL, IL SE"i"BACKS: -front: 248. 68 f t. NORTH side 1 : 384 ft. WEST side 2: 3 f t. EAST rear: 2 -ft. SOUTH (Existing Building) LOT AREA: 3. 42 Acres, 131 , 551.2 sq- ft. PHASE I DEVELOPMENT BUILDING AREA: % (5. 13 Acres Total A.C.PAVED AREA: % property area) Other paved areas: TOTAL PAVED AREA: Y. WALKWAY AREA: y LANDSCAPED AREA: 15 % of Phase I Development NUMBER OF EMPLOYEES PARKING SPACES: regular spaces: 9' x 24' 66 ea. handicapped sp: 12' 24' 2 ea. compact spaces: 8. 5 16' 18 ea. total. 88 BUILDING CODE INFORMATION: OCCUPANCY DESIGNATION B-2, Warehouse CONSTRUCTION TYPE IIN BUILDING AREAS: 11 , 034. Sq. Ft. llarehouse; 2, 266. 32 Canopy Area NUMBER OF EMPLOYEES: STRUCTURAL DATA: Design Live Loads: Roof (snow to d) 25 PSF Wind (basic wind zone) . . . . . . . . . . . . . . 194 MPH, Exposure "B" Seismic Zone . . . . . . . . . . . . . . . . . . . . . . 2 Soil Bearing Pressure. . . . . . . . . . . . . . . . . . 20C)O PSF aan I C;E�lEF2E-1L F::EE^.L=7!U I CEMENTS All Work- designated on these drawing-: and sPecifications (notes) is to by performed in A worl manl i. l e manner in accordance with the plans, specifications and as a minimum require(nent the specified Building Code. Bidder- shall bid all wnr-l: shown and specified or risk disqualification Di drier shat1 thorotighly familiarize himself with all existing site and construction condi 4: i cn s;. **Job No. 1201 SABRE CONSTRUCTION CO. ROGERS MACHINERY CO. , INC.*** The Engineer is not responsible for on-site supervision unless specifically retained for that purpose. The "American Institute of Architects" (A. I. A. ) forms will be used for all required construction documents. Submit (3) copies in addition to those copies required by the contractor, of the required submittal items. All construction, methods and materials shall be in accordance with the Oregon 1982 Structural Specialty and Fire & Life Safety Code minimum requirements. The contractor shall coordinate all interrelative sub-contractor work required for the completion of the project. Submit all material substitution requests 14 calendar days prior to bid date. D i ✓ z s S3 ITE WClF7k" Reference: Northwest Testing Laboratories, Engineered Str!rctUral fill and Compaction Testing, Report Dated: September 26, 1985 for Warehouse Building Area. Excavations and backfill : All footings to rest on firm original undisturbed soil at minimum depths indicated. Report to the Engineer any unusual bearing so4l conditions including evidence of any soil fill . Maintain maximum slope of 2 horizontal to 1 vertical from edge of footings where undercut is required. Shore retaining walls or delay backfill until. concrete is ?_8 days old, minimr.rm. Compact backfill at over-excavated locations to 901 of maximum density per- U. B.C. standards 70-1 and 70-2. Structural Fill : Structural fill shall consist of clean well-graded sand , sand and gravel , nr crushed rock. Fill shall be placed in loose lifts not to exceeding 8" in thickness and thur•oc.rghly compacted to a dense, non-yielding state. Fill shall be compacted to 95/ of the ma,:imun dry density as obtained by ASTM D698--70. Submit compaction tests performed by a qualified testing laboratory to the Engineer and to the Building Official having jurisdiction verifying degree of compaction Geotextile Fabric: Geotextile fabric to be Mirafi 140N, Drainage Fabric. ConstrLACtion Materials Co. , Inc. , 603 4th Avenue, Suite F, 1;i r k l and, WH 98033, (206) 828-6 Asphaltic concrete: I Compact base and leveling courses to 901 of maximum density in 3" lifts ma:: i murn. Deposit asphalt with minimum hand raking, in 2" lift= maXimr_rm. Roll or tamp compact for 92% minimum density, insr_rrina that the f i r7 i shed taw f.acP i n non-porous and without ridges or other def ects. ***Job No. 1201 SABRE CONSTRUCTION CO. ROGERS MACHINERY CO. , INC.*** Storm and sewer drainage: Comply with current Oregon Uniform Plumbing Code minimum requirements in addition to state local regulations, for all work. Sizes indicated on plans to be minimums. Systems are to be designers by bidder. Submit shop drawings for Contractor' s review, prior to starting work:. D i v i s 1 ori _ C1..0NGF%�ETE Make arrangements for an owner-provided concrete test for each structural pour exceeding 5 C.Y. any retesting shall be provided by the contractor. Minimum concrete compressive strength: 3000 P.S. I . in 28 days. Comply with A.C. I . codes and standards for all proportioning, placing and curing of concrete. Reinforcing: A. S.T.M. A613, grade 60. Lap splice 45 diameters at continuous locations. Welded wire fabric: A. S. T.M. A185, wire: A.S. T. M. A Ai. Accessories: provide embedded A.S. T.M. A307 anchor bolts, zip--strip type slab contraction joints, and other accessories as indicated or required. Verify exterior- wall and slab finish textures prior- to concrete placement of those items. Di vi moi_ urs C5 METAL_.S _ Hot rolled structural. steel : A.S. T.M. A36. Cold rolled or formed Steel : A. 1 . S. I . 55 K.S. I . yield. Structural steel tubing or pipe: A. S. T.M. A501 or A53. Dolts or rods: A.S.T.M. A307. Welding: A. W. S. certified welders using E70XX electrodes. Prime painting: shop prime all non--galvanized structural steel members with zinc chromate. Warehouse Wall Panels: 26 Ga. galvanized steel , prefinished on both surfaces , pattern Butlerib 11 , finished as follows: R. Exterior Color - Butler Tone "Gulf Blue" b. Interior Color - Butler Tone " Light Q,PAY c, Trim Col( - Butler Tone "Slate Black " D i v 1 7 . Wdn-1TE=F/ WEATh-1EF: FF:? N( _ Apply waterproofing indicated, or as recommended for the specific I substrate, according to the manufacturer' s printed instructions. Caulk allfenestration perimeter- with elastomeric silicone or polysulfide sealants, color to match adjacent frame finish color. i ,**Job No. 1201 SABRE CONSTRUCTION CO. ROGERS MACHINERY CO. , INC.*** Insulation: Roof 3" thick, Wall 2" thick, Vinyl faced fiberglass. Submit manufacturer' s product data, indicating "u" value ratings for all insulation products to be installed. Install integral vapor barrier at inside surface. ( .0032 White Vinyl ) Verify flamespread rating and smoke density of exposed vapor barrier to be 25 or less aid 457 max respectively. Roofing: Provide 26 ga. galvanized metal roofing, prepainted with a fluorocarbon or siliconized coating, pattern Butlerib II , Exterior color - Butler Tone "White Sand" Interior color- - Butler "Light Gray" Roof accessories: Provide vents, curbs, flashing, skylights or other as indicated or required by the U.B.C. or mechanical wart... D v x z C-3 t t3 : ID C3 CA FR E3 AhID W I NDCAL'i E3 R Doors: Provide hollow metal openings meeting N.A. A.M.M. standard chm 1 74 for custom work c:r sd 1 100 69 for standard units. Provide U.L. or F.M. labeled units at fire rated locations as indicated or required. Design roll-up doors for a 25 P.Q.r. wind loading. Submit shop drawings for all doers and frames. Include hardware schedule for each. Finish hardware: Provide hardware from the following manufacturers: Butt hinges Lawrence Bros. , Mckinney Closers L.C.N. , Rixon Loc <:sets Schlage ' D' , Sargent Lat.chsets Schlage, Sargent Exit devices Von Duprin, Corbin Thresholds Pemko, Reese Bi-fold Grant, Stanley, B' ld'rs H' dw' r Stops Glynn Johnson, Corbin D 1 v 1 s i o 1-1 C- = F- :T " I S t-1 E S .- Gypsum drywall : Provide drywall products and accessories from the same manufacturer. Install per U.S.G. drywall manual unless it conflicts with manufacturers' printed instructions. Painting: Paint all exposed or emi -concealed non- prefinished surfaces. Include galvanized and primed surfaces. Do not finish paint metal framing unless specifice,ily directed. ***Job No. 1201 SABRE CONSTRUCTION CO. ROGERS MACHINERY CO. , INC.*** D i.. -..r i z i c�" I -_-1Z _ !E3j=�EC I AL CC]N TRUCT I f�tV Pre-engineered structures: Designed, detailed and manufactured by Butler Manufacturing Co. Inc. Kansas City, Mo. Refer to the manufacturer' s engineering data manual . MIE:CHAN I CAI_ General : and U.M.C. requirements for all Comply with current U.P.C. plumbing work. Submit unit product data indicating sizes, capacities, weights and efficiency ratings. Submit system drawings indicating unit locations, interconnections, exterior penetrations and other required building provisions. Methods and materials: Du not cut or notch any structural member without prior direction from the Engineer. Slope all water lines to drain. Cast iron soil pipe & fittings: A.S.T.M. a74 Standard steel pipe, schedule 40: A. S.T.M. a120 Cast iron screwed fittings: A.S.T.M. a126 ASB Soil Pipe; Schedule 40; ASTM D2661 FVC soil pipe, Schedule 40; ASTM D2665 Trenching: Minimum width 10'' at all areas where paving, walks, buildings and structures are above. Backfill in accordance with Structural fill (Division 2) (No testing required) . D i v 1 —, ± C:3 X 6 ELECTF? I General : Comply with all applicable codes and regulations. Submit data and calculations indicating compliance with "Maximim Lighting Standards for Public Buildings" - Oregon Administrative Rules, chapt. 814. Electrical service for new warehouse to come off of existing service panel , located in existing warehouse. System to be designed by bidder. Submit shop drawings for Contractor' s review, prior to starting work. Submit schematic drawings indicating circuit uses, loads and phase balance criteria. Label circuits uses at all panels. Methods and materials: All devices shall be L .L. rated for the intended use. Provide 3 prong grounding receptical outlets throughout unless otherwise indicated. Provide conduit for all wiring required by the code including telephone, or other signal lines. Verify power- supply to all mechanical and other building equipment prior to schematic submittal . Trenching: Minimum width 18" at all areas where paving, walE;s, buildings and structures are above. Backfill in accordance with Structural fill (Division 2) (No testing required) . 5