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16500 16510 16520 16530 16540 SW 72ND AVENUE I 1. 0 1 1 NOTES : A/C- 1 CARRIER MODEL 18NLT036501 GASPAK I ( F_ ) I ""4 Cn --t ---- ? 35 . 2MBTU COOLING 60 MB TU HEATING X DW � 8/230 VOLT 3PH . 19 . 6 FLt. 1200 CFM WEIGHT q85 LBS . RELOCATE F_XISTING DIFFUSERS AS SHOWN ADD NEW DIFFUSERS AS SHOWN I C P4 FS A/C UNIT 9 FRAMING DETAIL ( E ) ji �- P-Er" UNIT CU-G `� \\ 1�AG'r lN[O TO P-AN, 10"o GT-UCY/ Ago Y 12" OIC - --- ----� I I TYPICALAL ALL •IOC[----\ � I \ ` / 1 / iXA* Trp, r[t 1^6lIl Sol-*, ' - MAIN 1RUMG OR [LULAM :Arag I ----- --- -- -_� --..-- — _ _ I 7 - L atl P-AMING �� R ]:♦7(]G PANEL '--"�- _ IIIc O 10 GA. ANGEL CLIP - GNL' tlUTTUn 1..�_.--__—.--- I ►JI ATTACH II UNIT ! CURB / .lool: ,�"4 ,1 ) --- --_- '-T I 01/1 - CORNa-G VA G 1 G Cl'LRXnLi•'-••-••�f ( l�"0 �---[LUL An G ];Ax]G GN!!Y nlTAI_ GC-f•M --- f Ae P[I�L2N tti /^ CENTER OF GRAVITY f - ( N ) i COUNTER PLAGNING e•1 - - HCIUNTING W-AMC 8"� I w CANT GT-1P -- I I I 0 IvLTI Jour NA.+GEwG TYP. ALL GUPPO-T P-ANING--- / 1 � E ) DUCT � N ) I I I N 10"0 C E ) I I Ivo w Z z m 1I O /\ T ( A;c -1 w I H f/--`' �� c E ) DUCT �-_ tlt I Ui I \ J_ L� _ F- N H CEw cnQ) w SCALE : NONE M SCALE : NONE 1 \ 14"� cR ) f ( F ) 1" NA ( E ) EXISTING UNIT: w J 3 8.0 TOTAL 360, 000 STU Q U T O ( N ) 300 I MGM Z I a N 0z i� 0"0 I 12"/ w -- NA — -- I RELOCATED r CARRIER 3 TON GASRACK I Li MODEL 't8 !`JL r036 _ 3 z — ( N , a l107 LBR, —__- ---_ -- 136 LBS. i / W I \J j 10"0 �� ( N ) RELOCATED r 7 IW a-0 ----- — ` 23" 107 LBS. 136 LBS.. I T / � —J 10" NA e / ( N ) 300 ( N ) 250 ( N ) -150 - CENTER GRAVITY !—� ( -- — f E ) I 0 Rf�JER WF= LGHT DFr AZf_ I e•Id I) u �j m S C A L_E NUKE `-- -- -------- ' U) J c � ) EXH. f C_� _ - - -- _ to I U.I - -- - --- - - _ - W - - LO. I-- \ CITY OF Tr — I , Atlproved.................. a Conditionally Approved�............ .. ........,....[ 1J: w I.L i IL N For only tho w'o k?a d �C�1�e�d W L D o PERMIT NO. s�'1 ►- See letter to: Fo OW................... ........i, ) z a M Attach... . . .........1 1: f H n � z U � LJ Job Address: 7,2nd w � H z -) w � D F_7L- 00I_ PL_ IllAI.�IT�N IIAl:'f MIAIR$�►l�I. t CAD : ( 25 ) 11,108 � (}; PROJECT NO . _ — VFC� . . , . . . . . . . . .SCALE : 1 / 4 -- 1 0 CONfITIONAI.L`r'FFp � r_` � 1 . l SHEET Hr E T N O . APFrIVAL. f c r i `jS n NOT MI AP;41CIVAI, OF S14 72ND AVENUE ILETTER. r 1 OF " 1�►........ ORol 111111111111101110 F ,,tr ,,x,,,,.. � „per, IF 'i;tIS DOCUMENT IS LESS ' � 'IIIII ' II III 1110,'1 IIII IIiIIIIII ' I 1111111 111ilII1�IIIIII �11111IIIIIIIIII 111111 1111111 11111 1 1�T1TII IIIIIII IIIIIII IIIA I II ! III I�I III III III 1111111 III III III�hti LEGIBLE THAN THIS NOTATION, 1 I__� I — I I � IT 111 I 6 I � I I p I �I . I I �0 I I 1� I I �� aJJJ III --- v OCTOBER 2 6 1 993 IT IS DUE TO THE QUALITY OF ------�- --------- — _ _ No.JE 0.1�w 7 TiiE ORIGINAL DOCUMENT. -- —- - — _ _ _ _ tl�i 8 GZ 9ZZibZ �11 ZIZF;I, 8iBiI Lt� �III�IIII�ill�lllllllliilllll I IIIII�IIIIIII ��i �I� IIIIIIIIIIIIIIIIIIIIIfl I IIII�iII IIII�III�� IIIIII�II IIII�IIII IIII�IIII IIII�LII IIII11111111�,1111IIIIII�IIrl�lllll I!►I�I I� I� T I ►I IlllllLll�ll�lll�11II I IIII�IIII 1 I � NI I� illllllllll r, I� (-T �7 '�i� - A I I p 2 PROJECT 91190 ' I ' ► I I I l I I � 1 j C',R0UND F!0 0 P SECOND F!-OOR Q r AREA OF WORK � T PROJECT INFORMATION �\ ! -EGENJ BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. EXISTING TO REMAIN 15115 S.W. SEQUOIA PKWY #200 o _ _ NEW CONSTRUCTION PORTLAND, OR 97224 ,�, cl- _ — NEW PARTIAL HEIGHT WALL TENANT: FLIR SYSTEMS, INC. , NEW DEMISING WALL 1 HOUR PARTITION OCCUPANCY: B-2 -"gyp-.�--•.•— f 0FIC0>EN OFFICE OFFICE -mm PARTITION W/SOUND ATTENUATION BATTS CONSTRUCTION: V-N $ SWITCH f I I SWITCH WITH REOSTAT PLOOP AREA: 34,987 SF OFFICE 0 I I 47.424 SF TOTAL THREE WAY SWITCH TENANT OCCUPIES THE i 0 I 0 SIGNAL OUTLET WHOLE BUILDING l DEDICATED OUTLET ISOLATED GROUND /------ P-II BATT 145ULATION THkCJGHOVT , I I SUSPENDED CEILING" I � DUPLEX RECEPTACLE LD � ,I I BCACKIN6 T rc.a FAsTEwM +rnHTs Z OFFICE FOURP:EX RECEPT ACLE Q '— -` _ --S;,sK40E7 cElLnrc SPECIAL OUTLET i I I l I PACO*TS-413 RECESSED TELEPI-ONE OUTI_ET REv�,L�+E.oER m / I \ VEN I + I 4�04 '_OOP K'ONUMENT WITH SERVICES SHOWN OPEN OFFICE '� EXISTING ELECTRICA. TO REMAIN —3 V2•BA,r wsU_ N A ENUATWN wa_I s I IBM 2 « 4 FLU0f2ES,,EN i FIXTURE l� ?`- d L , I I t 2 x 4 STEADY BURN FLUOR. FIXT c� 1 E ti .., }. I , ----=siB•MT,_STUDS 0 24'C.C. 5/8'GYP.af+D,BOTH i1DES --=-�-�t•�-:-� ( � 2 x 4 FU)OR, FIXT. M!! ACRYLIC LENSE • GR MAIN ' SEC ! r —.------CENTER.3%0; STUD y ro 1 E 4 INCANDESCENT DOWN LIGHT 4 S - N I NEw woe DETECTOR'TO t �32 1 � ; \ ... _..,. '- '1 "�" / TE TOEXIST!!C SYSTEM 1 �' E 1 I C SMOKE DETECTOR b � ) EXISTING OONNLiOHT pm 1 t I �` b `✓ I FFICE tE �� I \ SPRINKLER H "��---/// 7 I. I I I t _ • EAC •' 233 ` _— �''I �\ BUILDING STANDARD SUPPI.Y VENT CAL PANELS II��--- ;,� -- —}—• 1 0 , \\ ® BUILDIIJG STANDARD RETURN VENT I OFFICE 101 DOOR NUMBER NEW 000a '. N ry I OFE CFFPCE 231 `�� Q �1\ PEU D:)CaCiF'tl(� 3 1/[ SAT wSUL IM ATTfttuATICN NAII A/�/ * ..N......... ........... -_-_-4'RU RDA -TYP 4- Condfflon� ( ' OF P i CE T'!^� .• . •...Y YN...... .•.NN....• B� I. E JJ \ ..............•..........•..•.•...... --— CARPET AND PAS O W 0 F F'C E (�� /�j; I / I ��\ ,/ \ \ For o�IN tt»� a►PProved. CD • I I • i \ �% \ PERR�tFT roa wo , ��' i — FUSH FLOOR-TOP CF SLAB CLI See a 1b:rF Lbw. �; uj I ' 3 2 3 4 I , \\ aen +F�d�.................................. Q NEW oacp >-- ,{ T ............ ... . . . . ... -. 1 ►Inooal ►El+�oaa + ST0RA,GE QPEfj TO \`�� Job LU L :. I � _ - 1 E ./ BE -0W TYPICAL WALL SECTION - �' 1 f= I r 01►: �; OFF C� CON, ER`N. 0 FIDE ` -- Date. 9/ 1�/ Ca v' Q cv • 3 ` 36 --�--+ N �- I .... ..._. ... 2zK 236 _... \ I 1\\ _ CCALE 1" __ ' -OI c ( 'ern so nZcx N N� ]' N 1 23% 3-e i I ► ,;50 7Z \ ` \ �� -� ` 3 GENERAL NOTES � < � �/�?\\ * �1r�EE..Y FIRE N{�R.i� < __�_._ � Q %v`` _ _ � t ` liA!!�,3N !c Ai 'OFFICE Ln _� _-- - _ - O� �4 1. ALL ..'CONSTRUCTION WORK SHALL 8E DONE 'N STRICT In cY ' APPROVL ! CONDITIONALLY APPROVED . . . . . . . COkp,P:.IANCE WITH THE LATEST EDITION OF THE UNIFORM � L_I___ Q �p � CONFERENCE 1 ��r / 9U:LDING CODE, AS AMENDED BY THE STATE OF OREGGV A4 - APPROV;'I PLANS IS NOT !r'3 APPROVAL4() D �� % / p I&SII:�;a ')VEItS1047I. ALL OTHER STATE OR LOCAL CODE RE00REMENTS THAT REFLECTED CEILING PLAi� ' _ APPLY �_ CFri�,C ► U�FiCE -0 LETTER . /. U LIMIT q F `fv 0 F, I` ' f :FjALL U MiEN51f�N_ AND �� r / 2. THE CONTRACTOR SHALL VERIFY A , SCALE 1/8 - , . 0" �� --- Y _ _ fj% j`v '\' CONDIT'ON$ SHOWN ON DRAWINGS AND AT THE EXISTING BUILCENG AND NOTIFY ARCHITECT OF ANY D:SCREPA.NCIES PRICR TO STARTING THE WORK. 3. CONTRACTOR SHALL. KEEP THE AREA OF WORK FREE uF REVISION j I COPY/ OFFICE l GARBAGE AND DEBRIS ON A DAILY BASIS.INCLUCING DJC ; / I I ACCESS AREAS. UFFICE I SUPPLY I � E� I G i sf �/'' � G f"C'�- 4. CONT RACTOR SHALL KEEP THE ROCF }REE OF DEBRIS (IE. I iI I y OFFICE I NAILS, SCREWS) AT ALL TIMES. I / �� ALL GY'P'SUM BOARD TO BE A MINIMUM OF 5/13' THICK VERT :.ALLY ATTACHED TO 3 5/8" METAL STVGS 24" O.C. wlT+a ,~ TYPE s-12 SCREWS 12•• O.C. 6. CUNTKACTCR TO PROPERLY PATCH ALL ROOF PENETRATIONS FOR, WATERTIGHT SEAL. OFFICE I i I OPEN 0 ICE II � 7. ALL DOORS SHALL BE 3'-0- x 8'-10" N 1 3/4' SOLID CORE WOOD UNLESS NOTED OTHERWISE. DOOR HARDWARE SHALL I I OFFICE i BE SCH,.AGE ORBIT SERIES BUTTS COi.OSERS AND OTHER I HARDWARE TO MA''CH EXISTING I I I I � I 8. H,V.A.C. TO 6E A 13A! ANGED, DESIGN-BUILD SYSTEM. I I PROVIDE DRAFT/FIRE STOPS AS REOUIRED BY CODE. D,A T E: S/ 2 9/91 I ' I II ! I I ! I I ( 10. AD„'UST SPRINKLERS TO COMPLY WITH CODE. I I OFFICE OFFICE OFFICE OFFICE 11. PROVIDE LABEL FOR EACH CIRCUIT ATTPANEL rFOR ► I I IDENTI (CATION PURPOSES. THERMOSTAT AT LOCATIONS TO BE f ! ( REVIEWED BY OWNER PRIOR TO INSTALLATION. TEI-ECCMMUNICATION SYSTEM BY TENANT. CONTRA( "C" Trl COORDINATE WORK. f 16�iI�:I-•1.bC4'�I `:�W 7^h1L1 F�VFN(_IF_ , 13. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS % nF- 5 SECOND F I.._ 0 O R PLAN MULLIONS OR GLAZING. _ 1 L 0 L� h Wt'•i ^MINIM 8E COORDINATED TRQIP ANO , 4 E H TENANTS REPpESENATVE >r WITH . gee naglf,` IRmMnJ�Mk4,n4tt7ew S71R �' ► � _` .1." ...,r.i.. � +1 ,. I 26 9I .. M IF THIS DOCUMENT I S LESS I I ISI I I � I I ( I I I I I I I I ' I I , T 1 I I I I I I I I I V I I I I I I . •,, � i l i ill 1 1 1 1 1 1 r I f I l 11 I II ! I I III I I III I I I I i Ili�'i 111 1 I III I I III I I III I I III 1 1 1 1 1 1 II1 I I I I I I III III ! �cp LEGIBLE THAN THIS NOTATION, L__ � _ ( 4 I �I 6 I_ �l I I 8 I I �b I 1]. I � Cid IT IS DILE TO THE QUALIIY OF Vo.J6 THE ORIGINAL DOCUMENT. �� 6Z 18Z LZ lltZ �Z- 61Z 6 Z i��Z Z 8�i iFI!,nIH111111 Lt 8t 4t 6�[ flit IDL [t ``��ooT (1 L ff 9 Illlllllll�llllllllllllll IIIIIIIII IIIIIIIII IIII�IIIIillilllllllllll I!II IIII�IIII III��IIIlIIIIl�llll Illl�illllllll�lllIIII� �Illlllllllllllllllllllllllill�IIII�IIII IIIIIIIIIIIIIIIIIII IIIIIIIII Iilllllll illllllllllll ll l!�lllllllll,llllllll I�IIIIfJIII ,, llL l.11 iSIV. Ll 77 M i .(1 I ID t r i y r , K .. I•. I I Ir L':I TY OF T 1 GARD RECEIPT OF PAYMENT RECL:1 yr NO. :91-21a383 (';HECK AMOUNT a 32. trio r!AhtE F'R(71"F.MP ASSOC CASH AMOUNT o• oo � ADDRESS 807 NE' COUCH SUBDIVISION DATEa 1�"�/09/9 1 � ,UADIVISION i i POHTLAND9 OR 9723 '- 11RpOSE OF' PAYMFVNT AMOUNT PAID F-,uRPOSE OF PAYMENT AMO(..)NT PA1D ................ LL ori PLAN CHECK F=E 1 13T. Bk.JII_D PER 1. 215 I I I I I F"L I R SYSTEMS SW 7PND AVE I I 3i�. STb -1()1'(al. (11,10UNT PAID > I . I I MECHANICAL. CITYOFT167ARD PERMIT W WYMWARD PERMIT #. . , . . . , : MEC91-0229 COMMU�ITY DEVELOPMENT DEPARTMENT ORIOM 13126 SW HWI Blvd P.O.Box 23397,Tgsid,Q'sgon 9722: (600)8344175 ____ b'_,"9-4171 DATE ISSUED: 10/OB/ql SITE ADDRESS. . . : 16505 SW 72ND AVE PARCEL.: 2S113AB012"0-1 SUBDIVISION. . . . : ZONING: I -P BLOCK. . . . . . . . . . : L.07. . . . . . . . . . . . . CLASS OF WORK. . :AL"r FLOOR TURN. . . . : EVAP COOLERS: TYPE OF USE. . . . : 'ND UNIT HEATERS. . : VENT FANS. . . . CITY OF TIGARD RECEIPT OF F'AYMENT R�J'EIPT NO. C)1-2 OCCUPANCY GRP. . :B::, VENTS W/O ADPL : VENT SYSTEMS CHE cl" AMOUN'T 32. 50 73TORIES. . . . . . . . ..2 BOIL_ERS/�'OMPRESSORS HOODS. . . . . . . : CA�3314 AMOUNT 0. 00 FUEL TYPES---'--------- 0-3 HP. . . . DOMES. INCIN: NAME : P-ROTEMP ASSOC', PAYMENT DA'rE t 10/08/9' : /GAS/ 3-15 1 J�:,. . . . COMML. INCIN: ADDRESS t 807 NE COUCH SOBD I V I S I nN MAX 1NPUT:60000 BTU 15-30 HP. . . . REPAIR UNITS: 1 r.,OF)TI-AND, OR 97232- FIRE DAMPERS% . :1\1 3 - 050 HP. . . . WOODSTOVES. . - GAS PRESSURE. . . :M 504 HP. . . . CLO DRYERS. . .- AMOUNT PURPOSE OF POYMENT AMOUNT PAID 1\10. OF UNITS----------- AIR HANDLING U N 11-53 OTHER UNITS. - PURPOSE OF PAYMENT. FURN ( 100K BTU: 10000 cfm : GAS OUTLETS. .- I00 PL-AN CHECK FE 6. Z'5 FURN ) =100K BTU: 1.0000 cfm : MLLHANICAL PE Remarks : Add, delete 2n-J fIr interior vialls for Flir Systems lease space. ST. AUIIJ) PER Owner: FEES PACTRUST type amount by date r,ecpt PRMT $ 25. Q,0 JI-H 10108191 PLCK $ 6. 215 JL.H 10/06/91 5PCT $ 1.. :>5 JLH P-71/08/91 I.-Ihollp #: v5865 SW 721ND AVE St.-LIESIVID TPONSFER H. L.. GREEN COMPANY, INC. 1.5115 SW SEQUOIA PARKWAY, SUITE 200 AM111-44T PAID 32, 50 I-IGARD OR 97224-.7131 Phone #: 624-7717 t, 32. 30 TOTAL Req #. . : 41328 REWIRED INSPECTIONS This Dervit is issued subject to the reguiations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes aid all other Mechanical Insp applicable laws. All work will be done in accordance with Heat inq Unt Insp approved plans, This pervit will expire if work is not started Coolinp Unt Insp within IN days of issuance, or if work is suspended for sore Dktrt Insjection than 180 days. Final Inspection P P r-m i t t e e S i q n a t i.Are d F Call for inspection 639-4175 CITY OF TIGARD OREGON October 7, 1941 James Watts ProTemp A.nsociates, Inc. 807 N.E. Couch Street Portland, OR 97232 Project.: FLIR Systems, Inc., MEC91-02.29 16505 SW 72nd Avenue Dear Mr. Watts: The plans for this project were reviewed for conformity with applicable codes, and are approved. If any changes or additions are proposed to be made to the system as submitted, please submit plans showing the proposed work. You may get the mechanical permit for tris project at your convenience. If you have questions, or if we may be of assistance, please contact vs. Sincerely, Ua im Ja a Plans Examiner FAX 503-684-7297 i 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ---- -- ----- t NSPECTION NO"_ICE City of Tigard Building Departrmt 13125 SK Ball 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 Can Lia® FINAL: Po:--/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Requeet:ed:_,LZ_r / Times AM PH Address: � Permit Builder: L TR', FOLLOWING CORRECTIONS ARE REQUIRED: Inspoctors _ _-- Dates _APPROVED DTSAPPROVED —� APPROVED SUBJECT TO ABOVE --- tell For Reinep. j'/Sing/ TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 September 9, 1991 John H. Romish 2216 S.E. 24th Avenue Portland, Oregon 97214 Re: F1ir Systems, Inc. 16505 S.W. 72nd Avenue 6290B-123-OGO Dear John: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (TIBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other k cal ordinances and regulations Plans are conditionally approved subject to the City of Tigard Building Department requirements and the following items: 1 . Fire Extinguisher Requirements_ Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for. each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of' the building shall not exceed 75 feet . UFC Sec. 10 .303 (*) 2AlOd:C - Light and Ordinary Hazard 4A10B:C - Extra Hazard (**) 3, 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See regtjirement:s in Nationol Fire Protection Associati:ri Standard 10-1. . "N'orklnt"Smoke Detectors Save lives wr John H. Romish September 9, 1991 Page 2 2 . Automatic Sprinkler Plans • Plans referred to and examined by this offi.ce contain no prov_sions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation . UBC 302 (b) If I can be of any further assistance to you, please feel free to contact mF- at 526-2502 . Sincerely, I - > Gene Bi.rchill `J Deputy Fire Marshal GB:kw cc: Tigard Building Department L' H.L. Green Company a 'ION NOTICE INSP, City of Tiga j Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 I Type of Inspection ,e Z, -- Date Requested � ' Time A.M� P.M. dIt Address ��h Owner Builder The following Building Code deficiencies are required to be corrected: i Presented to 4 / �Approved Inspector { ____ _ !. Disapproved Date - --- �;;*i , z1,INSPECTION CI YES ❑ NO INSPECTION NOTICE City og f Tigard Building Department �T P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection —_ x P.M. d� ✓� yTime AM Date Requested—_ •• h Permit # G1_- Address Lot # Owner Builder —L L The following BuildNt(j Code deficiencies are required to be corrected: -- _ -- s Approved Presented to -----r— - Disapproved Inspector - Date CALL FOR REINSPECTION YES LI NO IN VA<<� TUALATIN VALLEY FIRE & RESCUE AND _ - C� (f BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED- 9F$RESG OCCUPANT CONTRACTOR _BLDG. PERMIT PROJECT NAME G _ PLAN REVIEW 0 LOCATI Z6]�L( 5 (7CA n tet' JURISDICTION; 1= Be. 2= Du. 3= K.C. 4- S= Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing ❑ Separation Walls u Sprinkler System Shaft 1:1 Fire Dampers (Overhead/Underground) Alarm System El Hood' Extug Systems Conference Spray Booth 0 Ceiling Cover Other Date: �.d "V� Inspector: FIRE MARSHALS OFFICE 3fZ 818¢ + Washington County Fire District No. 1 ® I'ity of Beaverton Fire Department Tualatin Rural Fire Protection District 4755 S.W.Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 Phone (503) 526.2469 March 23, 1989 Dennis Woods Mackenzie/Saito P.O. Box 69039 Portland, Oregon 97201-0039 RE: Flir Systems, Inc. _ d Pactrust Business Center - Bldg. F /46t 5— - 3S S61 7 2h Tigard, Oregon •---� -- ----- Dear Dennis: 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 approved conditional to the following items: 1. Paint Shop, If use is greater than occasional spray painting with "rattle" cans or operation similar to that, then the following will be required: a. Second exit direct: to the outside, not. passing through any other rooms. b. Ventilation - 4 air changes per hour. C. Additional fire resistive construction. Please obtain letter from the owner stating frequency and number of hour per week spray painting operation will take place and type of operation. 2. Model Shop: Where woodworking is conducted and more than 1 or 2 refuge producing machines are utilized such as sanders, saws, etc. , refuge collecting system shall be provided. If minimal. amount of woodworking is contemplated or is done and the area is kept clean on a regular basis, then this department can look upon the area much more leniently. However, if the area is found to be in heavy use, then refuge collecting machinery will be installed in accordance with Uniform Mechanical Code and explosion venting and other requirements for Group H occupancies will be required as per Uniform Building Code Chapter 9. Dennis Woods March 23 . 1989 Page 2 3. Hazardous Materials: Where hazardous materials are used, they shall comply with Uniform Building Code and Uniform Fire Code requirements. MSDS sheets shall be maintained at the site for responding fire fighters to utilize when needed. If storage and use of quantities in greater amounts than Table 9A of Uniform Building Code exists, then the rrea will be reclassified a:.; a Group H occupancy and quantities of hazardous materials will need to be stored in accordance. 4. Flammable and Combustible Liquids: Flammable and combustible liquids -hall be stored and used in compliance with Uniform FIre Code Article 9. 5. Fire Alarm Plans: Plans referred to and examined by this otitice contain no alarm system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC Sec. 302(b) G. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC 302(b) 7. Exit Door Hardware: All doors shown on the drawings must be openahle from the inside for immediate exit atall times without the use of a key, special knowledge, or effort. UBC Sec, 3304 S. Exterior Exit Door: Hardware for the exterior doors an-i key operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one-inch in height on a contrasting background. UBC Sec, 3304 9. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with rating of not less than 2A1OB:C shall be provided for each 1,500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1. 10 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 matte available to building and fire i spectors for reference during required construction inspections. UBC Sec. 303 i i Dennis Woods March 23, 1989 Page 3 11. 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 ].'. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space) , a cert:.ficate of occupancy or other written instrument. of approval must be obtained from the City of Tigard Building Department. UBC Sec. 307 SPNCIAL NOTICE: DE%'TATIONS 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 WRITT ,N AUTHORIZATION OF THE WASHINGTON COUNTY BUIT.DING DEPARTMENT AND THIS OFFICE. APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE Wnl'H 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, Ge P Birch Deputy Fire Marshal GB,kw CC: Tigard Building Department Pactrust CITY OF TIGARD MECHANICAL PERMIT Receipt#_ Permit# Description Table 3A Mecr,anica_I Crde CTY PRICE AMT City of Tigard 13125 S.W. Hall Blvd. 1) emit Fee _ 0 0 10.00 P.O. Box 23397 Tigard, OR 97223 z) Supplemental Permit 3.00 639-4175 t t Furnace to 100,000 BTU 6.00 incl,ducts&vents Furnace 100,000 BTU + 2 incl.ducts&vents 7.50 Name of Development 3, Floor Furnace 6.00 � PAC RUST 8t IN SS PNincl.vent P k — Job Address 4 Suspended heater,wall heater 6.00 Address 16 S 3 5 S W 7 Z -N—' A V S ) or floor mounted heater Tax Lot Map No. 5) Vent not incl.in 3.00 Lot Block subdivision appliance permit Name(or name of business) 6) Repair of heating,ref rig., 6,00 R`I Simi 5 p r C:1 A i rF E S IN cooling,absorption unit Mailing Address Phone 7) Boiler or comp to 3 HP 6.00 Owner 7 2 6 c 3 . --S 5 wAt o AV E absorp unit to 100,000 BTU � — — City/state Zip 8) Boiler or comp to 3 HP-15 HP 11.00 F0 P-11- f)A)O Q P 2 72 4. absorp.unit to 500,000 BTU N9me 9) Boiler or comp 15-30 HP 15.00 TCM P — C ON t rL M�c'N. a absorp.unit 11w-1 million _ Melling Address Phone 10) Boiler or comp to 30-50 HP 22.50 (�'O �0X 1065 255 -9b5 absorp.unit 1 -1.75 million Contractor City,Stele 21p Boiler or comp to 50 HP POA. T L p IV U 01� - 1 1 11) absorp.unit 1,750,000 BTU 31.50 State Registration No. City Bus,Tax No 12) Air handling unit to 4.50 10,000 CFM _ '-r 4�4O 2 Z� Z I hereby acknowledge that 1 have read this application that the Information given is 13 1) Air it handling CFM +dling unit 7.50 correct,that I am the owner or authorized agent of the owner,that plans submitted are in compliance with State laws.that I am registered with the State BuildersBoard,that the 14) Non portable 4.50 number given Is correct.(If exempt from State registration please give reason below) evaporate cooler _ ---- 15) Vent tan connected ' 3.00 to a single duct ''•t)L; --- --- --- ---------- - - 16 Ventilation system not 4.50 included in appliance permit T'A17) Hood served by 4.50 ~��1 ,2 `� �b 7 mechanical exhaust Signature(owner or agent) Date 18) Domestic typct 7.50 Describe work C7 addition 0 alte•stion K repair F1 incinerator___ to be done residential ❑ non ;esidential W 1 q Commercial or industrial 30.00 Existing use of type incinerator - - -- building or properly d F- C E h1 A 1J()F=A C 7-11 R 14 20) Other i.e.,woodstove,water 4.50 Proposed use of heater,solar,clothes dryers,etc. building or property a A L 21) Gas piping one to four outlnts 2.00 Type of fuel- oil C1 natural gas ❑ LPG ❑ electric ❑ 22) More than 4-per outlet NOTICE --- SUB-TOTAL Ua THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 40�SURCHARGE DAYS, OR IF CONSTRUCTION on WORK IS SUSPENDED OR PLAN REVIEW 250.OF SUB-TOTAL r� ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER ----- - _ WORK IS COMMENCED. TOTAL 4 Special Conditions Date issued by lbS3 S 72n4 Po(ITE Z FLEX A5 �, L t\B DI RLCTED S`f OWNER �► rvE W S" ¢ PVs DROP- — TYP, OF Z . ?-50CFM V. 0, -- .� T MEW10o VERIFY LOCA TION ' NEW F3 4� J L—J/ I)o w N TO 2 - 6 (.OHNEC.TION, w� V. D. 1Z5 CFM EA. -- _— N F W R.P.. F. 78C) (-F-M C . 05" SP GPAINGER * 4CO`l7 FAN MIDST NOT r-3E VISIBLE FROM STREET NEW SL I ' INSTAL 51ZE T — — — IrkISTNC DICT DUCTWORk OFF E1= 3 TO BE &ALV, I �- N E W E.F. `3 1100 CFM Cw Y+'Sp �— e X i STIN G FAN ADJUST TO 750 CFM 2000 CSM t~UT U2E . m F -� SUPPORT ON 4k4 L r -r�+ r SLEE PER S 1 y� i r�, REMOVE STT rr I�NLW l�, � � CNP 1 EXISTING FAN O ,.-- 12`0ST(1R-O(IT. CAP I I � NEW IZ° 0 GALV OROP w/ VD. • 250 CFM EA. J �• - NE W 8`0 PVS (-)ROP 250 CF:mf REMOVE —'tiIEW B 4� GALV �l I GAS CABINET WOOM v �— 100 CFM TO (E) 5CRUBBER CURIT`( TIGHT GRILL CRYSTAL SPECIALTIES - IN EXISTING WIN DOW 0 MATCH EXISTING 1187 E X HA LL S T MODS , N SCALE DRAWN i1-IF F 1 Np 1 TEMP-CONTROL C o a p o Af/ON DAM • � Fnwnterf . C-enherro, A T F 4800 NOrfh CAennel A.e -7-30 -9 ► 1/ 1 1 POrllend, Oregen 07217 6336 of 1 1 rhOOOCi7 IMr pool e4y.1144104 4 , O / s f. i L r� t rim" -vo/ 4/ 4440, APPROVED FOR CONSTRUC ON Y OF T!(,n��, bid At �- -- - ---- PERMIT NO ,�,//� O�-((�) SITE ADDRESS1i l .2._,_ BY TITLE (DATE ��• i r 1 i �o N+�iJG Y17/l11I1� L n4 ABC OL050 ow I aMmO A F%dThumT V�wb MOW PL/+J - ..r.r i ' 1 I LLLI �l F FLOOR PLAN ►�, wuar Mlwvtla MN Fri rrw 00 nN. �f.�+sr►w�r+ "W"of fAW M ISMW. �t t7' �6gal t .� r.. _..1, ._._.. �----- _____ ..�.. -r- � k f M .� �i r P' . . i! /1 �i T ow '04 A ov - - - :j...f_ -a r-envy a r. z le IK 10. G4L - `C TNSar� 1- 70 11xil MIMED OWN01100 CLSAV I . Elm f o c It W& i I -. - h 2 141�+�_._.. W ` �I �+ Z,> ICt� Off ' '101' V =x'14 Sk :rpYT � I Lc I ' L._. i IT . .�.Xe-)4..t4—, I v i 4 - Sd K �_.) r1 �+ Ire a . 4.e1 .I A- (L 7 oo-,, APPROVED BY: SCALE' J DRAWN By DATE - K �. - ` REVISED -- f10AWINf7 NIIMRFR Toy o� 51�1� 4lksh wI*ti A,C I � I I t s ► >�� To Co�vc.rc.^� 3000 'Nsz I 8"Po,4 t o LJ 11 II 17 MMRED ON NO t00004 Cll MIMINT. Py e �eNc -q- YJ q-Y J e Fo Li.61 e&.410 AV i LJ 17h ^� cJ 1.11�,r~ Io r � 2a CIOy S � �-N? C 14- N�5►e w►7A CAP Cc.t/vLrs) STG. I S/:)QC�Q�+ r4 S AIV ( F-c,r,..t SCALE: I� APPROVED BY: DRAWN BY !J DATE: /D �2 REVISED DRAWING NUMBER c r C o+ i � l3/oc4! f� i wr 8 S �a4 i oil Ido / 2 dfo 7 /Vm$ srof[IAO O r► eri rv��r s�n�►r►�./ �_ 47, �1 Sec-,l I ICY f., Wesi tJj I yp. 3/_q l 1 i x 17 PRIN7EO ON NO 100061 CLEU1►111Nf �a 7` d genohi s�� •o ��-ter: —�-__ 2 x}� x '141 S, N ^T 1�Y c.� C e—. e_. + ��..I� D �J � ,� TA �, k . 1—�t'�� 5 Tc J Spec Igj4,S t- n1j APPROVED BV: SCALE: URAWN BY DATE' I O �� REVISED 1 DR..::ANG NUMBER ted.( r 4 I1 M 17 PRINTID ON NO 100011 CILARP"11 I 1 1 I I � i - _ --T l I ,- _ 1.___ SCALE' it_ I APPROVED BY: DRAWN BY DATE _ /O REVISED w^ DRAWING NUMBER I -emc"Z- LJ1a•(?S !I I I -- I I ' I 1 i 1 I I I! �� So►.,,.4 /e L) v K/ IC'N l( 5 11 X 17 i'111N7Et)ON NO MOM Cl[A11MIM I 1 y I I ' j I -7, 1 r y C, + .mss 7� N►� r�.r►� SCALE' l;r APPRCVEDBy: DRAWN BY 11� OATS'. I1 v REVISED DRAWING NVIMO[p Co J4 i C�k4 S e L-1 e,I ►ls CITY OF TIG.ARD 69.4171 DATE BUILDING PERMIT TAX MAP —LOT NO. SUBDIVISION _-- C—r- OWNER8 ADDRESS � Gin 1 J0 _. BUILDER � i;�/C L' c r, �+ /v STATE REG.NO. /V 4 EXP,DATE _ -- BUILDER'S PHONE ARCHITECT—1�c- /I(� — __ PHONE .__ OTHER -- STRUCTURE 0--g-EW ❑ REMODEL ❑ ADDITION ❑ RFPAIR ❑ MOVF ❑ OTHER U DEMOLITION ❑ RESIDENCE COMM ❑ EDUCATION ❑ IND ❑ RELIGIOUS ❑ACCESSORY I._] GAR,k(,IE ❑ OTHER Cl FENCE OCCUPANCY LAND USE ZONE ._ BLDG.TYPE FIRE zpNF PLAN CHECK BY _ NEAP ---- ` ( /- I ( 11 SEWER PERMIT —__— ----- --- —' OCC.LOAD FLOOR LOAD HEIGHT NO.SYORIES AREA NO.BEDROOMS VALUE' l BUILDING EPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permll THIS PERMIT IS ISSUED SUBJECT TO TNF REGULATIONS CONTAINED IN TH! BUILDING CODE. ZONING REGULATIONS AND ALL APPLICABLE COI ES AND ORDINANCES.AND IT IS HERESY AGREED THAT THE Plan Ctwck WORK WILL SE DONE IN ACCORDANCE WITH THE PLANS AND SPEgFICATj0N4 AND IN 'COMPLIANCE. WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck Fki RESTRICT, TVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CIT-f BUSINESS TAX PERMITS SEPARATE P7111� ITS REQUIRED F R/S PLUMBING AND HI ATINQ Slate Tax ....�:.�s�' SOC— �L.. Total APPLICANT OR AGEN 7k �1 Prepd. PDCII � Recelp' No. ADDRESS Be,.Due �� I Issued By____..----. --/Approved By--- S Cl(; s o c - PUC — -- Sf:WER CONNECTION S SEWER INSPECTION SEWER SURCHARGE 5 1 Ccmmente: � /� � 1S50t4C elm7—e,Y�e_7 * �� CITY OF TIGARD BUILDING DEPARTMENT PLAN CHECK NO. : / 5 PLAN CHECK APPLICATION DATE RECEIVED: P.O. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID: V ' L7 This is to certify that the attached sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire & Life Safety Code, edition. PROPERTY OWNER: i' ^ ."% OWNER'S ADDRESS: CONTRACTOR: �f/' TELEPHONE: L1 JOB ADDRESS: LOT NO. & MAP: DESCRIPTION OF WORK: Approvals Required SPECIAL NOTES OIL 1� 0 Planning Dept. Reissue jye( 0 I 0 Engineering Dept . 0 Flood Plain/Sensitive Lands 0 Fire District 0 Sewer Availability 0 Other 0 Other Items Required 0 List of subcontractors 0 Business Tax Calculations 0 Truss Details 0 Parking Plan 0 Landscape Plan 0 Other COMMENTS: City of Tigard Building; Department BY: _ .....•.�u�r�u,. .•...-rww,ar..r+mow irlM7:r� r -...y,�pr��wl�IlaP.Ya XGR3A Vll'. Tu in Fire District Inspection +ice Q 8405 S.W. Elligsen Road Tualatin, Oregon 97062 / Phone 682-2601 J �v �A' . Address 8uIlding Name 'r---- p„r;uant to Sect(on(s) of adopted codes, the following itr mis► require correcting. _ V f E t I ` ` 1 '1 _�-1 l-1 1-7•x' /y �r� ��✓� `� ��-,. Nom./►..•� le �`!� OC l..X - 6r le, .-LLLL- �. 0 St, 1 l C-qLL FOR REINSPECTION OR MALDING DEPT. ... .......... .r Tualw =ice District Inspection Nol 8405 S.W. Elligsen Road Tualatin, Oregon 91062 Phone/-682 2601/ '5 vtj j, �J a.% ' Address 1 13011ding Name -- IAL Pursuant to Section(s) of adopted codes, the following item(s) require correcting: 17 - --- In9p8ClOr -/ r Date:. CALL FOR REINSPECTION OR BUILDING DEPT. - i P.O. BOX 127 • TUALATIN. OREGO 062 0 PHONE 662 2601 CRYSTAL SPECIALTIES IN crober 1 , 19135 i t o c 60 i11 _; W Fifth Avenue Portland, Ore(jon 97204 1491 354u _123-01i4 Insp. Type RAF Liear Tom Wiitala, This i a Fire and Lire Safety Plan Review and is based on the ir'B2 editions of the State of Oregon Structural Spe- cialty Code and Five and Life s=afety Code (UqC ) , the State of Oregon Mechanical Sp?:- ialty Code and Mechanical Fire and Life Safety Code (U!'iC ) , 1.)niform Fire Code (UFC ) , and other local oi-a inances and regulations. (--lells around storage and lab . area shall be cont inuou_; frog. floor to !underside of roof sheathing and shall. be sealEd at floor and ceiling as per our meeting on- 9- 26-85. 1�ot les; than ane ( 1 ) approved fire extinguisher with rating of not less than 2--A: 10-L: C shall be pro , ided for each squire feet of floor area or fraction thereof. The travel distance to iT! extinvuiher From any portion of the building shall not exceed 7n feet UFC Standard 10-1 Submi ',ted plans aro appruved fnr• construction subject to the atove noted items Approval of submitted plans is not an approval Gf Orli. ssions or o•. ersights by this office or of non-compliance with any _applicable regulations of local government. Normal office hours For Fire District Inspectors are from g 0C, to 9 00 a m. and from 4 330 to 5 00 p . .-.. Inspection requests and questions should bo made by phone dLlring these hours only. Whenever possible please as{ for the inspector yoij ,liist; to talk to If you desire a conference regarding thi7 plan re.'leC: Or if you have questions, please feel free to corlta: t ne at (503) 662-216 0 1 . Sincerel D Hunt Fire Prevention Sureau MP260 OCCUPANCY FILE LIST OCT 1, 1985 10: 49: 45 TUALA'TIN R. F. P. D. Paye 1 KEY SCREEN 1 . Name CRYSTAL SPECIALTIES INC. 2. Zone-Occ #: 354B - 123-004 5. Special Sortl : 3. Address 16535 SW 72 AV TI 6. Special Surt2: 4. Category 7. Special Sort3: BASIC SCREEN 1 Occ Ph-ne 1.6. Census 'Tract: 320 �'. Manager Tom Wiitala 17. Code Edition: 1982 .3 Phone 224-2355 I.B. Bldg Value $ 894, 460 4 Mail - Apt#: S'Jtte 2960 1.9. Content Val $0 5. Address 111 S. W. Fifth Avenue 20, Other Value $0 Cty, St, Zp : Portland, Oreyon 97204 21. 901 Occ Use Bldg Owner PacTrUSt 2-'_. UBC Ocr_ 1/ft 22 0--2/ !24480 Phone224-6540 c13 Fire A1rrn tl : `?. Suite-Ap ,-: 15uite 2950 24. Alarm Syst; #: NONE i0. Address Ill S. W. Fifth Avenue 25.. Prop in Use N li Cty, St. Zp : Portland, Oregon 97204 26. Date Built 8 --121/20 84 12 Emrg Contct: ':. Date Remodel : '119/15/85 13 Emerg Phone: 14, Ins Type/Mo- INF" / 1P t5. ISO Class FIRE PROTECTION SCREEN 1. Alarm Shutoff Location Power Shutoff Location 3 Water Shutoff Location 4 Natural Gas Shutoff Location: 5. FDC Location 6. Sprinkler Control. Location 7 Stand Pipe Location 8. Attic Access Location 9. Special Hazard Type Code OU NONE' 10. Special Hazard Type MULTI HAZARDS -- SEF FILE 11 Special Hazard Location I--S 25O FEET FROM 72ND AVE ENTRANC,:_ 12. Water Source Location HYDRANT 13 StairkdaQ/Vert Shaft; Prot Y/N: CONE;1 !-IUCTION 5CRE:EN i . Const Type 30 III -N 16. N Prop Line 99 /20 ASSUMED PROPERTY LINE Grnd Area 84, 612 17. Wall E'i•ot 00 NO WALL PROTECTION Basmt Area 0 18 S Prop E-ine 50 /�0 ASSUMED P'<U��EE2TY LINE 4. Total Area 48, 61;' 19. Wal l 11vat 00 NO WALL PROTECTION 5 # Stories 1 20. E Prop Line 99 /30 CENTFRLI:NE OF STREET 6 Height--ft 31 21 . Wall Prot 00 NO WALL PROTECTION 7. Inter Colmn 0 MTL C2. W Prop Line 90 /30 CENTERLINE OF STREET L9 Roof Const '_ t WD TRUSS 23. Wall Prot 00 NO WAIL PROTECTION 9 Roof Cover 03 FR UNKNO 24. Area Wal : 10 Roof Area 85, 000 25. Area Wal : 11 UBC Occ2/ft: / 26. Area Wal : 12. UBC Occ3/ft: / 27. Plan Loc : 171 . 1 13, UBC Occ4•/ft: i "0 Misr 14 Auto SP Use: 15 Aorto FA Use: w�q ��- (� - __-_-- 6 ism Fm ' ��4nL'4;fir.4:60" I ' II7E1?Mi I N 0..S I 511!= A00?ESS��o,�� Zmmo ByEXPAN TITLE _.------DATgTOR1UE _ - ,,,� _WOMEN MEN Shwr. C,�t1011t.E ben sink � ENGINEERING stor I rif. coats a M'"rr OFFICE MAIL • COPY PLAN ROOM i Gc+�R[r.2crk w10 +4"C7-t-+--^A K OFFICE RECEPTION - -- \gyp ,• � GENERAL NOTFS _ I. ALA- fwry�u7K wru t.5s r c P*A& DE''AJ L. ^ 2 �. 6un.nlN0 1'3 e4jgJN}Ct.ER6V ThFW-t-nM -rL7 �\ �O N,4 ETAu FiKr Anka e',u,L�rC� c3�v�y 3 cz:Y ✓FJhNGY t e�'''uWlrklr P,K ►+t3 4 RKL4C rlJ .}. TH15 f��JEGF 1N�r�+=5'�'Pr.tgrrr ir.t��r�v►:M�KT 4w�Y , 6,riL ul[a�,��.e c�t'•.I�-r�arrJ M EG+rA r+ �.n�: \ �{ 5e►'�I'+A?E rte>A -r- FLOOR PLAN _ N.W.CORNER BLDG,F 1 . 750 st sral¢ 1/8'. 1.0 \ +I16�RlM and BA_UGH CONSTRUCTION OFFICE TES 15515 SVI 72nd PORT LAMD,OPEGON 9, 22-4 t�S lJ�l..M� lr�E[7 -- DRAWN BY Lk1 JOB NO. DATE +Zl If-S M. NO. T Al mow/ H �j � LIL, E I lI �- C:.a-2.2,E,�,� , 2�,� TC,�� 4;` v��✓ T '�`4� L.,C� T O c7<o `, t k Q I / 1/':? 7cti C—F@. , �" �.•a' f-►�>�,47'/�vG, C:A-f% 75 1,,78 ,4.� U,4 .-__.___. .�..._.._._. /"./P41 T �-/v'L7 C:.00�C��'✓1J cy �.�P ��J' �'�i'� ,y M/,`/ c:.E�T . �Mr Zla 41. 0 `✓/Z� W T. :•_'g3 e c:_65 j I i5,-( OT ,,/L//V O ff : ROOFTOP A/C V N IT G C S ) b- �b I -50 120 O C F Zvi i N S '; P t-{EATING '_AP 50 MBH INPU r & COOLING CAP 2V 6 nn►rt ( 9T. A, M P ►�i VV 33 4 LQs. ' 1 14 a IS I V pIsE•R f I 2 0-L) t 6 x (;,. � �rt p I •-?I-��.. ._ � � � I C.- ��`•.1� � I c-��Z / c..,:�ri T t:,vv�� 'c.;,� Py' O T.�`^�-'�3� I { VVI�'_..o E!4 I i p001" Xt uv'r E [) GENk1rERXAL NOTES ; , patcnin cutting,I All g g, pa i n t i n) b r u n'n a rs by others 11 + All plumbing and drain lines by others I 4 All electrical by others except low, voltage control `1UL `-- V. CL , �� r � � I wi rjpg by this contractor ! `l - — -- — J Responsibility for verification of structural requirement created by HVAC equipment rest with others } I I r F� VAI - A,/c- UK) r Insulation: 1 ' thickness with min. density of 1j# per C..� " .�. - .�e.c.D ►� i ica' I 1 cubic feet r ..._. Entire HVAC installation, material and equipment shall �% r• /` ! h fully comply with 19113 state UMC, NFPA 90 A and Chapter 1, h , { T — _-__:_T ,_ _ ---- _,_. ...,..►_ ... 53 of UMC ' Zz")c /`•;�►� ` I Thermostat to be auto-change over with sub-base on-auto- off fan switch and heat-auto-cooling selector (thermostat all& } I' "�` —�-� to be set at 55° for heating and 78° for cooling. Fan !! switch to be in on position during occupied hours) . 12 00!C V`/7, 7 -- VoG.�.;��, ,r 1,�/ 1 M►,,1 I , I r?�G/G AG�,O 4//V/7- 4 //V/7- 1S40wAv VV/ _Noel, ,CLASH/NG -� �`- AI&O411P /� SE.��G (&Y .".''1L' C.# I6110 1-104./A/T/A.IGG r-X AM �� T/-rte�L' S �r✓� ,i f /!�I C_7- ZJ IX 7,: Inj ! '�/le CQ1,0/ ✓o T� G 'T yam'/ CITY OF TI ARV. Approved....................... . ..... .... ... ...... ... . .. ...... Condition Illy Anoroved .�� F='C/T aEndy the ti;'ttl '_1 64 PEAR W NO. - See leRi��;to:6c:... .... ...................... .............� ... 1: Attach............. ....... .......................... ( j. i I �-, r Jab Address:��_41�-- .�.E-�'1 r By: . Date: tiPRATVN p AI LEY FIXMARSHAL . E CONFIT NALLY APPROVED . . . . . . . APPPOVAL CT PLANS 13 NCT AN APPROVAL OF � OMISV.1N8 M_OVERSIGHTS. Sf E fJf = LETTER. . . . � I 4NS L�:1MI A'TE .moi V�( V �6Z C� il. •�. 1. C\A i 7L ► 135W.930 5 . TV r-i..n..- frit =�_ 165x(.')-1 6Fj4t1"► SW 72ND AVF=1\11.1E 7, C.s ( �.o .. .� of -- O � � �arR-1� ��Z . "s .:r-�n10rC '.In97GL� I MIN OF 1 r• �4- . , 1I- —I–(I —11_1 11 I�I 1I1 Jill III1 I_II1 IIII IIIII 1I ILIII IIII�IIV I I ►I I I I'I 8I I 1911 I I i l I I I I III 4: , OCTOB - . 2 'G 19,93 HE QUALITY OF ' TF THIS DOCUMENT IS LESS LEGIBLE THAN TIIS NOTATION, `7 THE ORIGINALDOCUMENT. Nu.ae � l �«.,4~�._ I Lt �II9IIIIt 6 LIIIIII11t,111:111 1116Z11 1�l8ZlllLilZllll1il9ll1Zllil1Z 1311111 IIIII IIIIIITIIII1III I � , IIIIIIIII IIIIIIIII II � tl,i IIIIIIIII .Illlll� llllllll�Nll aae�l� � 1 2 6 , Vw M:�,,�,WMMMIM.PM�IAwnN-.-. JILVf F-�`+r M� S.w.,.J..,•uwpCNrtN.•+V+.uf.wi�_lIIIjIIIi l r.!-._:o—ri.---5T SM.Gn MiY�-.M-mo»_W,,-Mif,I I�..�'1_./g.�_11�M!I SrY-r-w_W-.-----_--AnB-�d-M-_MI�iI'!II•III►I I I iIi,I'I'I I1-, I_.-M�i�Y_�I.Y'�--I1IIIli_1 IIII•�-�--E—--�/�.---'1�✓--,p--' =-/-/r\J/;--,�--�.\�-- "1-\f--'/�\—--`/-_/,','`IjII-II llJI�.Ii(I�l ift t I-•/�/_'/-_1�/.��P��'Jt��riW�l'Yw_�_l/ff+,�__�'R'�l1a'`ifII1t,I�I!iII I1 I II!III II'I Vl�.'.r'I11 I�i-�{��E�Z1/PJC"--�-1.'4_-rr�-^'-fi(I'L'1�c`l},r.I1�7—'�"!--Y'b-�.H�"',9�✓!I1`�--0L(A s'ti"I C-H-S��s.l.,.--�,-,._Ii,tI�'I,-$�_�.'.II-��:�•�I.,1.3-�'4,I J-•_IG,.0•.I1Ii.�5I1ItiI.•-•._il�-/1_NI.II�-I., /_1,-.�--r;•1t-�1io1I1�III�I1i'lI I iItIt II I-� /-_—_._�"I .-_.•F'-�I / -�=c//»+iIIhII,�,I,II,_III�iII I '►I7 IIi'II'IiI��II1II, �IIII I1tI'I�,I+II II I 2N Il 1BAYS Ai 5' 00' l-i II II-I��I -II II-- _IIIJ_1 III�-Ii yIIIiI-�IpIlI_ I�-III-II I-I��IrI I-yI,IyI��-I/.IZIUIy^�I�tl -{IIi IIIIII-IIWI��IIIrII-I IIII III�I—II-IIr IfI IjI l(i'IIl'I-�lI�Ii IILII I/I•Iz�IIiIIIi.eI II1� .IjI1'IIi11l 1y-Ie1I1I�I1I.£I1.I1I1I1 I I IlTIIlI►�,IIJIlfI,Il.�.I l--�llI 11l1—l_1I-I YIl-l�i_lp/lli_Z11l-11,1- I I'F-usp-e-nd1 W f�II!1III'I Ceding AJ -� I 7—�T—L—I�I AN-( D Aao s TS♦B fleu•sed SK neves)Header ... c•►'-•'�_�e r�I��'"�•I�IIIIfiI(I�+J�,!I�� e_tE�-R�w r\�..S-I,••r��T- -te�� A- ,,•�rr�JE N Yi r � PACIFIC CORPORATE CENTER REGON BUSINESS amPARK II J 112 Inch Mil Studs 4 24 O C �►r�,.^i.5/..Ir' V� \/ut T&�L -I—I._ III�—iIj'�,I II I - \ - I\ ,o �• w�r iW w 0 5/8 Inch Gyp Bd BothStde3 EGON BUSIN S PARK ,' air 1ORS - 6. n ^f»( ' to 73U AVG"~ Center Ura of Sled 6 Dimension Point PACTRUST OREGONICI BUSINESSBUSINESS v E!!::!] es PARK III CENTER < Rubber Hex 1YP1,' . -WORK AREA vpe6 Ped / 1 1 TO TSC Iss Finish Floor o slab 1109-N y � ne Partton VICINITY MAP O Hlf Ful! A ftS�T��w S\A if \S 'd ------------ - --__-_ ------- - ------------- --------------/ ---------------- ---_---- -------------I t r4 A 1 / V. < cc fA M Ne ', A4, LI) ' I„1 -------------; 1Verify and confirm all dimensions and conditions. Notify architect of discrepancies prior to start of work. CITY OF M.ARD ............. Approved................................................ CondillanallyApproved................ .......................rte� For only the occup2. These drawings are for tenant modification work and PERMIT NAwXA d B V E CENTER ancy only. No structural work is required. P T R U S Sea letter to:Follow.............................................. TUAIATIN VII'!1FIRE M �a�\R `.r\ —H\ •A ('l OiFIlFr t1I.1I I , II j Ii1iI1' aiItI1 1I ; 3. rrEccupancy• - I Attach , ...................... .... BUILDING FLMR P ' AN 4. All finishes to be Building Fstandards unless otherwise ob drD^3. _ CUNDITIONALLVAPRlOVED noted. ALE / 6„- 16 5 05 5 w 72ND AV APPROVAL :F PI ANS IS NOT AN APPROVA14 �y.. OMISSIONS GH OVERSIGHTS 5. 1009; fire sprinklering to be maintained by separate PORTLAND OR 97224 A.011 LETTER 0 J IlG`permit. SaEFYA 6. No plumbing work is required. -- - -- -- AMUST •, 1960 Alteratlone For FLIR OYSTEMS9 INC. SHEET 1 OR ' 16500-16540 SW 7210 AVENUF 4 Iljgjrjjr,1 1II IIA Jill 1111111 1111111 'IIIliIll � Il LEGIHLE i!A.4THIS NOTATION, I vVTOBER 26 1993�NT [S LESS IT 1S L.'E OrE )UALI7Y OF .-.'�- THE ORIGINAL DOCUMENT. 1 91 911 - 4111. - I1 t II _Ir II1►11►1,111, 1_111,11t,11111 IiII1Ilt1, l£�illiI�711_'I” 1 iI 1\/ \ '\ • � I 1 21, pll t�.nt*�hL �I C�r� LAY".IN r - ��Ef L-•E�3 "Got'' Tr'�C� r'y (Z iGl� auPPtL . I K .•� (f1NtSt� Ltr�r�) W/ r.. I I ' TYPICAL W; ALL SECTION -� SCALE % INGMAfar ��'�UGH CONSTRUCTION OFFICE BY Svi 72 nd POPTLAND, OREGON! 97224T,2QASOCUTES t-Mi JUD N0. DATE � '2�'P - N0. t I, y AIP 02 A I J \ IL _J WMINt� 1 t XN S 3 .n 5L q m 1 CZ;IY / ' R � r 1 ♦-- PACTRUST ' B (NESS PARK PHASE 11 13UILDING F TIGARD. OREGON R ISE �- DRAWN._ f MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON DATE -� — OW Sw BANCROF't SIRQET PORTWdU (AEGON 97201 (SM)224-9670 JOB NO. '�lap•oo� (, I a A' Sv.� � 1 JMH � II'd1 P O BOX 127 0 TUALATIN. OREGON 97062 • PHONE 682.2601 PACTRVST DUS PK PHASE II , BL F January 10, 1965 1220 S. W MOT'r i son Portland, Oregon 97205 12091— 1 35413-123-000 Insp. Type RAS Dear Tom Wiitala, 2) This is a Fire and Life Safety r'l.an Review and to based on the 1962 editions of the State of Oregon Structural Spe— cialty Code and Fire and Life Safety Code (U13C ) , the State of Oregon Mechanical Specialty Code and Mectianir_al Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ), and other' local ordinances arid regulations. 51 ) This review does not cover information for insurance credit. NFPA 13 Sec 1-11 57 ) A copy of the contractor 's material and test certificate shall by forwarded to this office after completion of all testing and flushing. NFPA 13 Sec 1-11 58) Install sway bracing as indicated on the approved plans and lr% accurdance with NFPA 13 Sec A-3- 10 9 5 59) Install sleeves around all piping that passes through walls, floors, platforms and foundations NFPA 13 Sec 3-10. 3 4 6,0) Where wet automatic sprinkler egi.' Ipment is subject t,.j freezing, it shall be protected by providing heat or in— sulation to maintain a minimum temperature of 40 degrees F. NFPA 13 Sec 3-10 1 . 1 , 3-10. 1 2, 5-2, 5 1 62) The installer shall properly identify this hydraulically designed automatic sprinkler system by a perranently attached placard indicating the location, ,*nd basis of Iesign ( discharge density Over- designed area of discharge, including gallons lel• m11%ute and r?sidUai pre5suT'e derrrand ) at Mase r i ler Cee rJFPA 013, Figura, A-7 1 2, Sample Name late t•4FPA 13 Sec 71 2 HUM LURK HRR PRUME MIRV P 0, BOX 127 • TUALATIN, OREGON 97062 0 PHONE 682.2601 ' PAGE 2 12091- 1 613) Water flow, air maintenance, and control valves shall be svpeT•vised i•, compliance with RFPA Standards 72 series by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a con- stantly attended location UDC 3603 NFPA Stds 72 36) Call this office for inspection of installed equipment while the installer is still on the ,lob. Please notify this office 24 hours prior to anticipated completion for field verifi.catiun of compliance of altered equipment. NFPA 13 Sec 1-11 69) The following tests shall be witnessed by a member of this Fire District 's Fire Pre,tention Office staff. Please call for an appointment no less than 24 hours in advance. NEPA 13, Sec 1-11. 1 70) Flush (test ) the underground and lead in connection as per NFPA Standard No 13, Sec 1-11. 2. 2 and 1-11 2. 3. NFPA 13 Sec 1-11 . 1 and NEPA 24 Sec 6-6. 71 ) Hydrostatically test the underground piping system with as many uncovered points as possible. NFPA 13 Sec 1--11. 2 and NFPA 2.4, Ser 19 ? and Ser. A--6--9 2(a ) and (b ) 72) Hydrostatica Uy test the automatic sprinkler system( s ) as specified in NFPA 13 Sec 1 -11 3 If you desire a conference regarding this plan review or if you have jupstions, please feel free to contact me at ( 303) 692•-2601 u ;Fire Pr _'.'en+ion Bureau ILMME I Mt �NZIE ENGINEERING INCORPORATED y CONSULTING ENGINEERS BV_ L.�,L- _DATE I S �MR1 *Nt��N�w�l) 1)�'!)�1�•! CHKD.BYE DATE �A,�K_TIQ Ld Sr U3�. �111D�lfllf JOB# IUO VC�L_ �SLNG. SHEET NO. E _I OF_ /3 2S' 2s 7_ f � 2f I i —� —`r—1 1 d I J1 Lj Pi?o"e 8622 k� c°si u0',�fi�Qrr 0 J. ►tAot�eF�" W NZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS we L-JA-_ DATE )/'lleF SIImm"al"Wom"Mmom"we ^.HKD.BV DATECw- -r Pe `*ST UeP 61A+A61mma JOB# .t /oJ, VO Z. �'�d o F SHEET NO. -Z -OF d Corr. C SL Aqg ---I l� t7rciL 3 7 pJ E C C--/L rr1+S C T©I SrS 2, S. vrAel0tr 41 52.0 PA12T I T+cl7-/ ZcJ,J — s7 5 ate= TL ✓r( p � ' t�/" rcw L1 (0,r5 Y Ivo GS- D 1�1►1 _j _ 7- 4-4- LN Mt :NZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS •Nllawa��e�Mo�we�ri,D�er�!• we L l�L —DATE CHKD.BY_---DATE __ G '3 0b �F_�-----'- g1 b` F SHEET NO.---- JOB# Z V lDJ - r --_� 25 ..c 2 Sr' to ryl . 4 as a"eC S T CA "� 1 If 65 �✓� � .4 Kms, Ir- " Mf -:NZ:E ENGINEERING INCORPORATES CONSULTING ENGINEERS BY l-1!. DATE / /¢�� ) �e�h ,IAIRQREM�LAl10�+�AmNwfl�im�l�ll• CHKD.BV DATE �`C T,t2�! 'l- ' y h oRtl�1��8• JOB# Z�Q JOJ , 001 e/_e'► F SHEET NO.F OF _ TYy Sr G A cc eL K_ C- It, 4G 0 7 �-+� � 3• �5� y. 4-�. - �5. s � Cap I �� S 0I/ I/ \I - - 4 � NI rt r K (2,C>1.T—I N to rC 6+r'A,LC- s a t ,S3 K .�0(1' r3 ; ,.53 4 •� � -rr, yil n 141 Lib n �.arc. hJ�'1 r r►,-c�.1. r,•.. �h•r.a...r 5*A7C 41-f cJc✓ 4 , "us c F ( M. ENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS 8111 R lY/l EMI�E}RINIi4�+�Aaf�M r��6 iRR11• eY DATE c K T��t.[ST Cwl Y opsilut • CHKD.By__-DATE SHEET NO.--s---=OF--------- JOB# JL 3oLT �Kv T �/� ! d•g 2,3t.K Fig• '� i I ' - lG•ti k 3•�s � �l , 6��T" -rs,Us✓� ` � V M�►- cv I.. / OIL 70 F JT7 ti 2r + to•7'1. 4 I ' M :NZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY L,JA_ DATE� 14"��s �IIARaRIN��11110��M>fOMI/I�M;MI�A• sT' - o fop •x•r•�1•oaa• ' CHKD.BY DATE _ JOB# 06111 io r SHEET NO. F '� OF Ar I"e 1:1rr,ot z.cA/rP�oIf L pe t4 - 2 sf(72 + v Ce3�y Sv�J L MAF Tv ✓'= (C T C� h r L- (r 6 7 , �9 f3FtilG�►tc. C-0 - rSccICSK ICcUIk . �vL. 7. co r, ptl(/L,/ evo1*y,, IF b�F A4. �✓! p.Nc HoK r 9 I K i I �J /STS.h Wil, I 7 , Jr J c. r, y I L S Y�S 4 . LV o.yt 11 - 3�4 tf Fa!Gil u t It i1,...A' /b.(c#46.2/1 9 '" IEoe � cQ b Page 2 of 2 Report No.2156 TABLE NO I—KWIK BOLT ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS'1 f .SW Ise I. •am ray I, .soot 01 MINIMUM Tena»n vers.aA 7r.inn, Ia1tMOs Dle:tt 01 Slur .- Shear —� fNY e.m. IMsI OM[Nl With Wi1Mrt Wdn Wdleut Wain MdMY Iladosi Ilorlen it loss' sr las►• ft tear' i0 IAq• _ s" ". ' sr last- a� l sri 225 115 3h0 .3611 Ib0 65U 435 22( 650 430 215 3150 555 2b(I 650 725 365 65U t� 2 5b(I 29U 3bu 7b0 390 650 1535 421' 650 . 21a 645 325 3b0 935 t 650 835 0 650 1 l e. 515 260 bbl' 500 295 1 1270 645 35(, 1550 s* 2'a 705 355 860 H7t1 4bS 1:70 1110 55. 1550 ;1 3!a 7b5 345 970 1150 575 1.150 1310 655 1550 '•► 4!a 1120 415 870 121x1 61K) 13511 1340 (i,c 1550 St []2 14 10510 525 1710 13110 b9u 20hu 1690 849 2320 14 3. 1330 1365 1710 IhOU 9UU 2uhu 2420 1210 2320 'v 'a 1670 b35 1710 2790 140x1 2560 3590 161~. 2660 t 'at, 37150 1697 2660 2070 1040 1710 3070 1510 2560 !� 2% 1240 620 257(' 1650 h25 2b90 191() 95_' 3350 ti• V, 1440 7221) 2570 22701 1 1140 2990 239() 12(K 3350 I as Sit 1740 870 3070 3550 17150 3b5u 4940 25(k 3661) be 711 2070 1040 307u 4220 ' 2110 3650 52(0 260: :660 116 3'4 1870 935 3050 2530 1270 427(1 2710 1315. 4510 t !. 5 2690 1350 3050 411U 2060 4210 4390 2218 4510 1 7 3630 Wit 3490 5230 2620 4610 587U 294,. 5220 'Jr 9 3680 1840 3.190 5830 2930 4610 59(K) 295(• 5220 I 4!a 3220 1610 02x0 4(x10 2(KKI 6720 5060 25 3t 7960 1 6 4040 20210 62150 6140 3(17(1 tI-$,C&44 7950 34h. 7960 I b 4180 209U 8260 6440 34:0 1 V-I 4331 907U 1 10 41 h 20J0 6?150 6x40 3420 865(7 43., 9070 1'. Sri 4360 21b(1 M410 4360 2b'u alb(( 365. 11200 11. 8'a 453(1 24su 15440 4530 33x0 8920 7160 451x. 1120( h', 4590 2!SU x440 4890 4sIU 15920 911041 34� 112W 1'. 10' 4630 3075 b440 557(1 1 50MJl) N420 III(N' 55; 112(x) 17he tabulated shrn and tensile.dues are lot Amhun maallod I,st-, ostomate mmrrlr hal mt the drninalyd ullunatr tomsic—,-e urrnath 4t the IIIA(of installation The tabulated .slurs are lot Anchor- installed a ren einno of Iwr6r dmmtlrea unumtee end A mmttn on oder dt.ten.r of sit dlamew o.1 IOU pem ret angqhot efficient) Sparing and oder distinct me) Iw rn4ured 10 it dmmrl or. lilac nit end Ihreadumelrr ads, distance proudtt th. .alues ate trducru Sr.pencil Lmrar u.trrpulm I,m., be cited 1- otrtmedwt. q,mmp and rdte murtms ese lenaton%aloes a 'Thss nil, anohiahlr whet the on.hor.sir. uelall,d with special mq.-Owt 4.al forth to Sranur.30%bof Iht C•.•c• .theme tension.blurs are apps rablr when Iht an.hors art mu.urd..nhn.t I*. .I mlp..t1uh a.sit forth in iral ou 5..,.,, .l U.. C.._ TABLE NO II—SUPER KWIK BOLT AVOWABLE SHEAR AND TENSION VALUES IN/DUNDII" I, .Im pi I .4e4D obl I• .wet eai MINIMDM Tension fMu1n f4Mten autall, "I'll f fM0 1 tMst {Near DiaM[llt IMIIOMIooNf WtthWdMut With WdhIW Wdh WIIMP IUlthesl Ilethell Ir loop 1 Ir 1060 Ir 10601 to late' {r Into' It Iles' 11 3'4 1760 880 2470 2450 1230 261K1 3430 I7:- 2600 15 414 .^.210 1110 2470 35711 179(1 261x1 3670 INS 2600 !v 514 2470 1240 2470 3370 1740 261 KI 3670 11161 2600 1s 614 2710 1360 2470 3720 1860 2600 3670 ISS 26(KI 1 6'a 5620 2610 4760 8760 43h(I 6910 9120 1 46'1 7960 1 bit (KKXI 3531, 4760 10(KK1 SM) 6910 115(x1 S'S 7960 1 IU'a 7(KKI 174:704780 ILKKK' 5000 6910 14(KKI 7131 '06) 8'+ BStxl 550 921041 11171KI 5350 9500 115(041 S750 9660 1'4 101. 71011 3hm 921N1 13S1N1 6730 (33)11 1460' 744: 9660 hhIll 4'I'xl Q(liI 16 3104( {— 1,130 4500 166104' 86;' 9690 'Thr tslndattd.hi at and Irrw It —h— an bii nmhl .-1..1.d w.t,.. nuns n.,wt h.-.,It 11,. dmonalyd ullnoAle compro.,,r urrntth at the lifer nl Inal•ll•t,Jn The latolbled .al:. ar• Lr h"• r•: •:. wi J....a I,•. in :. n1 ,n rder Jubb.r sit as dumr,r• i. It10 IM nvM ani hi, e nut Sp•une .ped tdc• dna,,: ,a. b. n d•i i:� , i. i.�,i e• •I ai_w d ihn,�diamrter rdst dutan.t pt-,d- the 141.0. are redurrd 11)Per It Ltn:.0 it i.rp.�i,l n. n„+lie .....I I i..t..,�u d:d. .rill ua• nh�l edr ma's0 'Three tot,—o aloot an 0114 ♦p[di�.1h ul, it.. . 0 i n, .dl 41••1:41 mywituen I ort f.eth In kwom 111%6 of 1h, t C-28 M ENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY L�It DATE , :_ 4m*"wIp"Q0w�1>—W-W WawollrhafifAo CHKD.BY DATE ofltWome JOB# 1;211&4•" yJ'�� — SHEET NO. -7 OF — k'LF Y L )0- '/it -- 6 H-r'.c r- K w. C 4/ ..J l�OtiS t I k v.vr,' y/,q : z 1,C" O,fres r1 K-Wof k Q't) V`. 4- F K p, I U-q'fit w rt � Z-2 L• v� I 'L le 1611 ap 106f r6 L 1 , MLMALMA \ MA—ENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS By !fix DATE J/'o/PS _— �dIR6��1�E�M>AD��A�MMYrII■lDfh�A• •II�Ml7N�l�1• CHKD.By--DATE JOB# �^ji l JJ,JJ SHEET NO.- e _OF �JI�T AL- LW(. 1 J- 122 �C� 2 " 1V. -s ) 1 �I c K C.Ile 2 b U G c- e, c-4. IV 9 r7 - 1= It �K-I� 6p d 54 Tv v, ql �'.v I � - M ENZIE ENWNEERING INCORPORATED CONSULTING ENGINEERS BY. —DATE �•� 1.G/�S SIRIpRlN�E�AI�AAe�OMlN11I��l�ll• CHKD.BY DATE — _ JOB# �Q-fW '-Q0� - — SHEET NO. 9 OF GT/'rL✓ tF C---.0I I'L_ j 'c v c f N? t5' r R—r I1. c� nresi r2-.�-'n rye: r C_ c.c,,L,-, iZ 15 L l G'r• ,� R,ry la f2 tires c---A rl/A C- c 9 tr w i T7� L LU Q-vet �f� F'c-K •i-'.'`' �1 u�. -- vac u.46 t * �. S 2,f,c. A` "`.� 7vti r-L TS � � �� S ZS•3� A I N � 0 8622 4. c� t �OREGONT 22 � 4-4 fir.` K :.• �.:.,::.._:".. ..� ,,. . .:tet.-.._:_.�_ ,._,:_.__...=_w.._,...,.a.. .......-_, <..,. ... .. ._,.. _ ._.._ �. II M►...KEN21E ENGINEERING INCORPORATED CONSULTING ENGINEERS By DATE / f �VIRm118M�[NM��+� OM �6�l�P• CHKD.BY DATE `�L �h�%• rL�` F •�� JOB# �G /ciU•GU I 1 f47 � -!�w Jy' )'7 SHEET NO. OF f- — 0 � } 4�� ..� M i rl (�, I- vY It L tf LG I►. L t c 7/{J f; it ►rc/i f / r,, Nr1 Jim t 5. 4 0,7 U/c I �r7� r �_ i'�V1-�t-u� -� I• L � uSr� I /L-I iL O CB D�C� D D�SF � CU 1� � `tT l � T-168 HI-BOND STEEL FLOOR ``.,,�� Available in Wiped Coat and G90 Galvanized Steet III standard Z� lengths from 6'-0' to 36'-0'. Standard Coverage 40.00 inches. 2 ac °C U10 .J U. Q W t Q T ft If Aln 4 \/ •.� �� / / Slab . IVO Thickness 1116 1 �`�/ t�/ y 7 O tz 1.84- � 'I W e.00~-� -6.16'J I w LL, -- 40.00' Coverage I F- v.� f W ST�tI FLOOR -PHYSICAL PROPERTICS - 1 3 111,5 tet le has b",corn[, led in accordance w ,C.S.4. Spec licai,or•S•136.1974 1 ro D peAreF fo• 12' W-dth'. Carr Effective Properties for form design Properties for slab design Nammal Corr Ne,ph1 ttlemw Mnnrnr Sec.�nr'Mwu��s C•nems o• f'n, ea Seu�w Mcwu�ua Se.uon Moduwt Fun Mlsnrnr Thinkness Ar , IP51I er inr.l�a n'Srre Flog•is N.A,tc Illor Ine•r,e M�atoe^ R SuDM'r -18,9V of SieeI„x. I nsr I�.,. ! I.,tj 5. r�..,, IV as ft=-Frbe rnS,i �. ft=- Sr Frp'.It ImA 4 r .1030 .470 1,588 .172 .186 .163 .195 1,133 .221 ,036 .563 2.025 .211 .233 _ .212 .233 1,136 .265 048 751 2.fi8P .291 .308 .324 .308 t 1.144 .35? ,060 ,938 3.360 .372 .382 .440 .382 1,151 .440 COMPOSITE SLAB - GENERAL DATA i r m Concrete -Minimum 3000 psi Reqular %eight Concrete Light Weight Concrete Ln Compressive 1145 pcfl N = 9 (115 pct) N = 13 m R Strength p r Slab thickness (inches) lu 4.01 4,5:' 5.00 5.50 4,0 4.50 4.75 5.01 T Slab We ,hl (Psfl IY.11 3F." 44.0 50.0 55.0' 31.C! 7r..0 38.0 4('x,0 O Ma*imun- Allowable Shear• O �n� o;� oma:' ttlnn 7�.�� I a�'�� Pin olln . JI! Recommended Min. Temperature Mesh 6 x 6 - 10.'10 Concrete Volume ICY/100 sq. 111.1 .91( 1,070 1,224 1.379 .91E I 1.070 1,147 1.224 I '^ Ic 2.280 3.194 4.292 5.575 2.003 2.819 3.291 3.80E T-168 v' Sc .7E9 .976 1.171 1.372 .744 .924 1,018 1.114 I y ; .030 '. Sr 18.447 23.412 2P.914 34.910 21,441 27,221 30,31 33.667 I -t m rn D Ic 2.592 3.639 4.900 6.378 2.256 3.18:' 3.718 4.305 i r- 7-166 T-168 ' U Sc .922 1.143 1,374 1.612 .865 1.077 1.168 1.301m r O .036 � S1 19.613 24,902 30.778 37.193 22.701 26.819 32.154 35,663 ` Oz Z Ic 3.146 4.435 5.995 7.832 2.696 3.615 4.467 5.182 I` 0 f T-168 ' Sc 1.172 1,459 1,761 2.073 1.09:1 1.364 1.507 1.654 '048 St 21.502 27.319 1 33.811 40.923 24,725 31.377 35.020 38.862 1c 3.628 5.128 6.953 9.111 3.071 4.355 6.107 6.932 T•16B Sc 1.400 1.755 2.12.5 2.509 1.297 1.629 1,803 1.982 .O6U St 1 2 .017 29.242 36.221 43.889 26.345 33.395 37.277. 41.370 WESTEEL- ROSCO LIMITED 11 »A,,rAr GUEaFC MONTREAL CT1Av,A 10140N1C LONDON 1H;NLEP8A`i V.INNIPEG REGINA SA{KATOC', CA'.GARr EUMON?ON vANCOUvER FARGO N D .FADING TA13LES Allowable superimposed loads (PSt-) STEEL FLOOR 4.00 inch Slrb 4.50 inch Slab 5.00 inch Stab 5.50 i Slab V [TN ore I DVI. Cont. Smpl, DSI. Cont. CL minal Span Smpl. Dbl. Cont. Smpl. Dbl, Cont. Smp cl.ness — W 4'-0" 200 20U 200 200 200 200 200 200 200 200 200d' 6" 200 20D 2U0 700 200 200 200 200200 200 260 200 GENER4l NOTES: 5' 0' 200 200 20U 200 200 200200 200 200 200 200 200 200 200 1, The H -Bond floor slab is des•W .030 5'-6" 200 200 200 200 200 200 200 7.OU 200 20U 200 igned on a simple span basis. 6'-6" 159 200 200 200 200 200 The loads published in the W 6 _6^ ?00 700 loading tables denote the total 4'-6" 200 200 2UU 200 200 200 200 200 200 200 I f)13200 200 ailowable dead and live loae5 (� 5'.n" 200 200 200 200 200 200 200 200 200 2U0 200 200 SUpERir..-3SED on the slat.. z 5'-6- 200 200 200 200 200 200 200 200 200 200 2D(' 200 0 6'_p 200 200 200 200 200 200 200 200 200 200 200 200 200 200 V 036 6' -6' 200 200 200 200 2U0 200 200 2, The aIiov%able superimposed 7'-p• 200 200 200 loads have been limited to 1. 7'-6" 167 187 200 psi. H -Bond floor slab !- 132 _ p 132 are basically one-way slats, 5'-0" 200 200 200 200 200 20C1 700 200 200 200 200 200 designed to carry uniformly 5' 6" 200 200 200 2DU 200 200 200 200 200 200 200 Ci0 distributed loads. Loadings W 6 _p' 200 200 200 200 2U0 200 200 200 200 2D0 200 200 realer than 200 psf usually 6'-6" 200 200 200 200 200 200 200 2U0 200 200 200 200 i d,eate heavy concentrated 04P 7'-0" 200 20D 200 200 200 200 200 200 200 200 200 20� mcvmg loads, for which add- .048 167 187 1F7 200 200 200 200 200 200 tional negative and transverse 8' 0" 143 175 175 2UU 200 reinforcing is required. Hi-Bond Q 8•-6 165 18° floor slabs are NOT recommender J 27lot s-.1pporl of dynarnic 5' 6" 200 200 100 200 200 200 20U 200 200 200 200 200 loads without additional rre r- Ur 6 _p• 200 200 200 200 200 200 200 2UU 200 20D 200 200 forcing. W 6'-6" 200 2n0 200 200 200 200 200 200 200 200 200 700 g• 7'•0" 200 200 200 200 200 200 200 200 200 200 200 700 p60 7'-6" 187 187 187 200 200 20U 200 200 Z.OD 200 200 :00 8'•0' 175 175 175 200 200 200 200 20U 200 200 20000 3• Iromsthe underside olthe steeC 8 -6' 165 165 165 18U 189 188 20U 200 a00 floor to the top of the eonearte. 9'-0" 129 156 156 The max irnjrn recommended spa-, 169 9 .6• 148 for a H -Bond floor is 32 timer, 10'-0" 132 the slab thIckness. 4. The Hi-Bond steel floor pro ile 4.75 inch Slab E+.00 inch Slab act ng as a form, is designed STEEL FLOOR 4.00 inch Slat 4,50 nch Siab for simple,double or contim,-�..5 Core Y span cond,tions.Metal thickne55 Nominal Span Smpl, Dbl. Cont. Smpl, Dbl, Cont. Smpl, [pill. Cant. Smpl Dbl. Cont requirements for use as a for- have been included in these Thickness _ 4•-0" 200 200 200 200 200 200 200 200 200 200 20U 200 tables. 4'-6" 200 200 200 200 200 200 200 200 200 200 200 200 5'-0" 200 200 200 200 200 2U0 200 200 200 200 200 200 5. For deta.led ansyls s of Hi-B:• 5'•6" 200 200 200 200 200 200 200 200 200 200 200 200 floor slabs, see the Hi-B^• V 030 7'-0` 200 200 171 200 200 200 200 200 200 200 200 Zoo steel Floor System Des ' a g .6^ 200 200 200 200 200 200 200 Manual, 7'-0' 181 171 199 20U a •6 20u 200 i0- 10u 200 200 200 200 Lr) 100 i0D 200 200 6. A.S.T.M, A446.72 Grade 5'•0., 200 200 100 200 200 200 200 200 200 200 T00 200 steel heng a y eldmg sree W I 6' 6" 200 200 2D0 200 200 200 240 200 200 200 200 200 of 33,00:p.s. .. end a ma■'T - E,. 6••0" 200 200 200 00 20D 200 200 200 TUO 200 200 200 400 TDO working 5S e56 of 20,625 P.S. . W .036 6'-6" 200 200 200 200 200 200 200 200 200 200 200 200 has bee- assumed in the ca is 7'-0" 168 200 200 190 200 200 200 200 200 culation, 7'-6" 186 176 200 160 173 U 8•_p' 144 7, A uniformly distributed co- (� - 5' 6" 200 20U 117 200 200 200 200 200 200 200 200 0 structior load of 20 psf a-r 150 lbs. of concentrated cc V 6' 0" 200 200 200 200 200 200 200 200 200 200 200 200 structior lead in one sq are 6'-6" 200 200 200 200 200 200 2U0 2D0 200 200 200 200 fast have been assumed f- 7'-0" 200 200 200 200 200 200 200 200 200 200 200 200 fool ha able calculation. 1 = 04P. 7'-6" 187 187 187 200 200 200 200 200 200 200 200 2200 00 8' 0" 163 175 175 185 200 200 188 200 2000 200 200 8' 6" 128 165 16F 189 189 179 183 W g•-p 147 171 3 c 4U 6 U" 200 200 200 200n2o 2D0 200 200 2DU 20D 200 200 r - F. 6'-6" 200 200 200 200200 200 200 200 20U ?00 20D - \ = 7'•0" 200 200 200 200200 200 200 200 200 200 2007 -6" 187 187 187 200200 200 200 200 200 200200 060 8 0" 175 175 175 2U0200 200 200 200 200 200 200 8'-6" 165 165 165 189 189 200 200 200 200 200 200 o .p" 149 156 156 169 178 178 .71 189 189 200 200 179 190 9 6" 119 148 148 169 169 160 170 180 10 •0" 135 MEMBER 10 6' 116 137 935E,'-61076 0730 f CENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS BY G l _.DATE Z js OMPMONOBOO RWD*4quaowmROW.0 CHKD.BY DATE JOB# Z 4/ (.>V 'Q>..) SHEET NO. OF -- C�k < f'� �. c>C (� (----O�2/d G, - 4 .ss� z -2 i �F O.qf 1G.7,� 1 ti r . Il 1'ri Off OUGON �f ��sI i,t, ;- a� i i h :ENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS � E � �IIIAaREM�hmM14��9MMIrIIMM�I�I�• BY DATE. k_f •fls►�l�aae• CHKD,BY f 1. lvJ .V) SHEET NO. - L—OF JOB,' --- -- i7 USIA T-= C_ 4 I � i r _t ti 15 %QG rt c --------- IJ I I' 'T IC4 - ' I �I 86291- I � CxQF, I�Q I % OufGON ,y MACKENZIE ENGINEERING INCOi RATED I M 'ENZIE ENGINEERING INCORPORATED CONSULTING ENGINEERS CONSULTING ENGINEERS -- --- •MLWIiMI�I�!)IIIfO�MI®O�IMI��1'QI� NIRCR[N�E}�M101�uM�OMAl11�6��11• o>z, � �w��vaa• -- ----- SHEET NO. OF � SHEET NO. G OF-- -r' �a N �L1"I le— IC Co i I 1 _ - H 4- t t a WLf H..� 12 -T�4 U. I d L . " �c•-I fS.��-ir5 F 8fu2 P Ih o '�4 Cl"S �OPEGO"�N �L J. ICRUVe �f ��sr '7 a J. NuO II Tm-m �0UHM rd 11 P 0 BOX 177 • TUALATIN, OREGON 97062 • PNONf 682-1601 PACTR.UST BUS PV PHASE: II, BL_ 1= DPL(-,mber ''E, IVt v 1v.'.-10 S W. Morrison Portland, Oregon 97205 In1787-Type RAF" - 1 3548123-000 Insp. -- Dear Tom Wiitaia, 2) This is a Fire and Life Safetu Plan Review .nnd i.s based on the 1982 editions of the State of Oregon Structural Spe- cialty lode and Fire and Life Safety Code (UBC ) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UM(- ) , UniForm Fire Code (UFC ) , and other local ordinances anJ regulations 1002) Submit complete mechani _al plans, including fuel-gas piping system, to this office for review prior to installation 1001 ) Submit tenant modification plans to this office for review and approval prior to construction 1G(-)3) Dtie to building aTea being of maximum, tenants will be limited to those of 13-2 occupancy classification. 2'1312 ) C=roup 11 bi!iidings erected or converted to house high--piled combt•stiole stcc � shall comply with the Fire Code Article 71. Note See U F' C Paraqraph Index UDC 708 C1 ) Exit doors shall be ope(.able from the inside without the use of a key or a(lu special knowledge or effort. Manually operated edge or Surface mounted flush bolts and surface bolts are pr,.hibited ULC '3104( e ) :it'll Ey it r ,aurs - hall swine irT the d4rection of exit tra,�L when r :'. ; ?vi -us ark, a Or wher1 cev"itig all of cupant: loud Of Vii(- nr. R;i;i 1' J:J{14 ( b Houm( _ ) refErred fc.. 3rr+ CIIZi� HUM P O BOX 127 • TUALATIN. OREGON 97062 • PHONE 6972601 PAGE 11787-- 1 i •?1 Provide and maintain "EXIT" and d1recti (_,naI "EXIT" signs at e ./Pry r•eflUired exit doorway and (oherever otherwise required tr, clearly indicate the direction of egress Th.e exit sign shall have letters not less than 3i4 inches wide and at least b inches high. Exception The Puilding Official may authorize the omission of exit signs at main exterior exit doors which are obviously and clearly identifiable as exits, UFC 12 114 (a ) (b ) , UBC 3:314 ( b ) 1004 ) Provide safety glazing in areas subject to human impact per UDC Chapter 54 ,17 ) All insulation materials including facings, such as vapor barriers or breathing papers installed within floor-ceiling —semblies, roof-ceiling assemblies, walls, crawl spaces or attics shall have a flame--spread rating riot to exceed 25 and :3 smoke density not to exceed 450 when tested in accordanve with U. B. C Standard No. 4:'--1. UDC 1713( c ) 213) Not less than one ( 1 ) apprnved fire extinguisher with rating of not less than 2-A. 10-13: C shall be provided for etch 1 , 500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet L)F'C Standard 10•-1 h) Submitted plans .,kre approved for construction subject to the above rioted items G'U'Y ) Approval of submitted plans is not an approval of omissions or o•✓F,rsiahts by this office or of non-compliance with ane applicable regulations of local government. If uou desire a rot,ference reel.+rdinq thiL• plan revieat or if 4ou have 4w hstiont• • please foF 1 free rn cinfac t mP at t5U:31 01 i tr( � pr1 � � •� ,t ---;... BlrrJ i Fire Prevention Bureau IQ 49 UCCUPANf.Y FILE LIST JAN 7, 1983 1'1 f r rM1260 rAOE I nlnl ATtN cIPF VISI VL' 00 URMATION., Aenstgnmenl. �,ld" t ,CONSTRUCTION INFORMATION--`----_-_ ? <FIRE PROTECTION_INFORMATIW, F'ML-Occtiipancy Number u _ 1 Hazard Class 901 913 I F:nor Can•tructlnn 2, ONCRETt UBC Occ Ctrs 1 U-2 f-I oar Covrrrng B�CONCRCIG ,2 .;A4D-Irf?-OOCi 3 Roof ConllruLtlan d,WUOD mo -1 Bus-Ucc Nam* z, Addles•• 4. Roof Covering 1,(:LASSA/B 4 4 _ ___ _ ._-_....____ 5. Flue Type METAL 6. Heating Bystedl Type GAS 6 Heater Rjom Enclosed NO PACTRUST BUS PK PHASE II, RL F 7 Number of Stairs 16123 SW UPPER BOONES FERRY RD TI 7. Interior Finish type- B,NONCOMRU9T 13 Stairw.y Enclosed N <BASIC INFORMATION? 8. Exterior Finish Type. 8,01HER 9 Numbe• of Vert Shafts 0 ------------------- 9. Structure Columns WUnD 10. Exits 20 L Occupancy P00119 - - to. Construction Type I11-N 11 Attic Stops 0 Manager's Name r. Phone_ 12 Toten square Peet 48612 12. Alarm Shutoff Loc 1 _____ _ _- 12. Ground Area 9q Ft 48612 _ � - l3. Basement Iq ft 0 13 Fewer Shutoff Lor ' 2 Tom Wittafe 14 Water Shutoff Lot 3 -224-2335 14 Nuer o Height 71 15, Nat Gas Shutoff I_ol i 13 Numbber of Stories 1 Business Melling Address 16. contents Value 0 994460 16 Fire Dept Fenn Loc 11, Sprinkler Control Loc --------------- 18. Other V 17. OtherconteValue Valuealue 0 I8. Type of Spr System la q (1 19 Number nP Hrtds 5 1220 9 W Morrison 19 Ins - Building 0 20 Spriniler Sup rr:l.ed 6 Portland, Oregon 97-.09 20 - Cantfnts 21 Harald Classlf 21 Occupancy Square Ft U 22 Anti-F reerr SVs r,em NONE Owner's Name, Phone, a Address 22, Ceiling Type 3,CONCR ETE 23 Arca hovered by Spr 0 ----------- 23. Wall Framing 0 -1A Mand Pipe Sire 7. Pactrust Inc. 11 int/F,t Stand PIP- 8 -224-6540 W.itrr, Avallahle HYDRANT 9 Suite 905 Atte, Arr nSs Ln� 10 1220 6 W Morrlsan it Portland. Oregon 91WOD SECURITY INFORMATION> 12. Property !n Use NO 1 Alarm System Type NONE 13 190 flail 3 14 Conaus Tract J120 2rJI INt.. AlArm Numher NUNtC 19 Code Ednttnn VSr,I 19112 7 Alarm Comment Code Butit 111-ZH-84 4. Uuard Security 8ervlce NNE 16 Date 5 phone NON-E 17 Date Remodeled - N T e/Month INP 112 6 Watchman on Duty 18 InsP 4P nFf 10E/WAREHOIIQE % thane NrIN-F: 19 PPaPler'IPr 0 Guard Ong. N i Hal f �i�,. NA. nal SP v.. lel Il sr e. 1,�� NOlJhll 17 Uualyd nnq iLdnnr 's Namr, Noil 2wi Mrs, Nu miler I !,1 1 I,i Phunr, NUN f ........ . . total number �,f .,c.upanr ,na I I,.Led is t . . 'li J^R ENGINEER'S DAILY REPORT Job. No. 4TROL OF COMPACTED FILL -(06 eel Pope of - — — Report Se;pence No. �� Z�2�1�__-0 �0►�l F.5�Si rel SS Q Date Day of Week Job Engineer H.RS Charged i D j -- -- Assistants HRS Charged 1922_d.____illclY� As 1 Q_t�� 6�, - ��- - CS��Yhc:c.lO�"'�--r�14-_ 0��'+3-_o✓r-__��-4�— e�XLo✓��or�.�—.we/r _�robes�- �---4- _L7Q�.lG�l-a_P_._�11��.�f� /Z€,Se u.,,F� �.�z�� t�O r_ r�v�via l y na- i r syrr c>s c or to"e" _- -- .��AI�L��_l_Lf� deli'// �✓� '.—I��' Lt/t��.�' 1�/��SI_��_ - 04' t—_— s:�.s u•eef oAMe3s B MOOR■ oEPr/f o� 1 kJATEfL ikA OV6e--X'4✓Ar10 I � LtiLAVA-Tlp\!s r1. 1 1 1 I � I 1 — wnflN +y r+r r�rrm+r rr rrwr 1 � �l-IT�C�-1� ljWnA/4 S ,�/v EX�a✓aTE BUILDING F FINISH FLOOR 156.0 48,612 SO. FT. I" __-- PARKING - 1 STANDARD 146 I COMPACT 42 I `TOTAL. 188 (3.9 / 1000) 1 MAC"-"IZIE ENGINEERINP INCORPORATED CONSULTING ENGINEERS BY T C N, DATE 11 J,\ ti CAC ' _ �IMMAKtNRItIl�41�01&A4lMeR1111'��IR�D! CHKD.BY_— dd DATF C��'.�• F Ml�lt�I�e�lt• JOB# �� -i 1 "� I G- G I . L SHEET NO.--]---OF OAG r r O �✓f �J S D Gi J r reef ie MACKENZIE ENGINEERING INCORPORATED `► CONSULTING ENGINEERS BY DATE. �'• ' Tk, ,11�b.a�141�8AMM�I�A6�6t1ATf8��V• CHKD.BY DATE JOB# G�^yFc -TC SHEET NO. OF J 1 l: i G J L' A 1� .�'�5'X�3x�ts�}\.5 x.1�Y� i a�xt1 ,t7t1Mr,K.o7s 1 15 1 1, Y q .9, IL 03 OF cT— �x �.� x11 .15 + �1� ,r,s�r5 +{71+el,Is �itr9r.�rs r37. X, o t 1 ♦ 2 r :7. �, �'. Z ✓ fit. �- G I N f�q ♦/ 4046 � d� ONEBON b �ti i MAC' 'ZIE ENOINEERINO INCORPORATED BY. _ CONSULTING ENGINEERS _DATE �a01�1AlRIMi�AM001ATN}11�U! 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