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16750 SW 72ND AVENUE �,.. ryr ADDRESS: N">Av fuAwk i:\records\microflm\targets\building.doc r 1 1 1 cm 11'1111i�iilly! �uii�iiii�nii�iiu�uu�iin�ini��iii�iui�uii�iin�uii� LEGIBILITY STRIP O 3 a 5 6 8 9 0 I I2 13 1s is 17 IA Ili 20 21 22 23 24 25 28 27 28 29 30 �pmm. ;m ZI I I OI G b HSM s Boa OZ _�i111�1a.11�.�1.�J.:.�.1.t�,1"il�l.�l�a.l.bl►.lr�l�la11 IJ_l 1 111 IT,I i I I I I I i�I I.I i i L]I I.1.i 11 I iJ 1 l dilJJ.iJ.ia��a.l.l 1j],I LI IJ, 25X ""Pop rrW1Y � �.r.._.,.,.r...�...«... .r. .. .... ...... ... ... .. ... _ ... .... ...., .. w w..� n.. .,� ....,....., .,.. ... r. ... .. �� .. ��..� ,'-Yrr Mnr,.�'t v w w4,+rw°.w.ni � r!FM TIr/'•i'vM „t. . slow ��w ,... . I�MIW�'M�A.,,�'!M�M^.r.. 'yM'r^^'^'"'gr�wM w011rj•RR�r! .. i ...•., i .4i �... .•. .. . r .. ... ...rr .. i.-r... r �....r, .�...�Ki M . r t .. .. . .r�:sxr Y{t�YS:eI'!�M'►M^'frr+..ivn.....x.� r',.... ..�..y.„i inn. ...,..� .,. r .....r, .. ...... �rw�hw,rww •.i ✓M�`� MrAF!b •,ill L� T 1 2 3 4 5 6 7 8 9 10 11 - Hanger No. 8 U-Hook -- - -- 2 4T-10' -- --- - -- W000 Joist or Beam --24'-7 24'-7' - -- - --- 24 T -- 24'-7' ---;1 7.-- r� ---;14'- ,4'- 24'-T - --24'-1'— — -- 24'-1' ------- 21'-7' --- / / / / / Log)`7 1,7 .- �ff�DYlora A - - � DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS DOCK HIGH DOORS Ay — 1 Q to CAnty L"of �tOaF SCUT LE "a we � - I I I I •�" I I _� I I + Half at a - • I • • '►► /� ' - I II °� � _ �, II + � -- it � I � - I _ _. II a I 'V- I - II ±� i a'ryI II I I Ii +' I II _ I I _ II +• I D E I I R I I O I I N I I I I I I E I M• N O• A :� `O .:e -R I'. T• Not. on Plan'. Honyv Numoa Ana 'A' Dlm+nmm ( O IQ I I C I IQ _ L JL_ _ I I L_ _ JL_ _ J I L— _ IL � L_ _ —JL _ J I L _ � L _ J I L JL_ _ � I L _ JL_ _ J I '— _ JL_ _ J J 3 b b o o° on m C fL 07 'S W Lr Hanger No. 32 _ Wood screws or own Sammy Super ., I YMn,rw'rtmu Affimium 7M NMya Q ul'MCID O I "aw"b1Y. t b n b j I b •Nw + AOD m W flonan a A�1 to _- • h 'R •O t -h •- ti _. .h 1 _ _ ..h �NLMMtiA 3-7AF ( , Y ( � I ) ` ., , _ rf -2BGD�• f�+ _ o [3-1AFF] ( o o v ^3-7AF (Jru AI (-�' ` �) o r n4 1 ro) D7�BDD] t. - T w ,M f"rr) W, [ray '� iia - Ij c ,;- - r -L v+ f�. ... >' • �- '- ��., r' __ Q, ,,�` :. j o v; 7v Not. on Pfan' Hmgr Nuri and 'A' Dmenawn _+` OFFICE ��.. I — � �- � ( --- — _ •_�,,. ----`�_• �6� i -sr - ^°� ?. OFFI . _ _ - --- I ' Detail No.MEZ28 U - xw�y•, c J + G, Standard EG Brace Detail m CD co x t" SCH. 40 PIPE PIPE CLAMP •> I e•sb .eat ( .o+� °`' I ,ca'� ..•+2' ,oyb �W - _ - _ I _ -- - EO EARS--- Cb - - to Ln 40 j T t rtIr r_ — ' _ _ — ;740 Hanger No. 11 _ I PI TRAPEZE BA T <- ot Li 40 arT _ o _-- I I I aJ 1�`v a _____ a_ }., a.i .( ( , _ _ - `� -(- m - i• — l » HOLE SITE A. I >= ou°✓ =o tJu L-HOLC SZE I I I I I I r_ n- I - H.L.GREEN KENT I I >'' NW RUBBER I I a - ?;.' ( EXTRUDERS '� ''' ULT TE +' I11- 5URRI P4C,FiC SAF^`' � � I PIPE SIZ , - t - I - -"" AN TYPE2 �IIED.40 DRIVE IN � I � - - u - � HQj 9g�' USE I.JI�H 1�1 DRIVE IN DOORS J DRIVE IN DOORS DRIVE IN DOORS COAL SCREW ROD 3' 2'-3' -2' -2' i2'-3' 2' -l' 12'-3' -2�' -1' l2'-3' -3' 0' 12-3' -4' -0' 12'-3' '-4'�--5'-ll' 12'-3' -5' S'-ll' 2-3' -5' -l0'--�---12-3' D -7] CITY OF T�ARO F,�proved..............Tc1J.� 0 1CItii01111y �S T Fer on y in � r t� L` A�iFi - •L 6' WATER FLOW SWITCIa J • 1 1 _-i — --- _--- - - 640 :'-51/z' 6' RELIABLE `10DEL E ?�1 - -- , � �.• ALARM CHECK VALVE W / RETARD AND TRIM --- I FLA GED WALL -� POST INDICATOR --*- T.- 1 �--I— 8x6 vIC 5m �DUCER -4-- ATs f'Inf l �l APR U 7 1998 PA �i) 1= -� NOTE: INSTALL PENDENTS AND UPRIGHTS �+ UNDER MEZZANINE AS REQUIRED. N Q `n 5ENERAL NCTES STANDARD S1"1•IBOLS . C+-+ STANDARD SYMBOLS . UG SYFA TYPE Mr(L/MODEL TEMP, SIZE FINISH CANOPY FINISH OITY. REv ND. RE•✓ISION DESCRIPTION DATE BIG- CRITERIA CONTRACT WITH Q Z I ALL MATERIAI AND EAUIPMENT TO NE NEW AND UNDERWRITERS APPROVE]) --I - ALARM VALVE t - POST INDICATOR O Nu RILLN �mm a ID ITm BRAN •-••• ---•- m OCCUPANCY EX?!RA NAZARq NAME NL'�� C"�E�CN BUC-INE55 FORK h 2 PIPING DIMEHIGH 1oNs ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSIf DRY PIPE VALVE •r eRP IaueLtrRaD.K-I M w rswa� A_I CHO" y i —'— — DENSITY .3O ADDRESS 15350 5W 5E=IA SUITE 300 BUILDING 14 IV E 1 81 DARE ARE END TO ENO - NON-RISING STEM GATE ^^ WW RlLIAKEMM.aWOW SOMMU YB U7 CI4R ! .... ._•.. } -- - REMOTE AREA 3000 CITY Pr✓'!E"TL.9ND,OR 97114 7 EAMPHLET E ITRACINO SMALL DE PROVIDED IN ACCORDANCE WI1H NNA 0•- - FLOW iWI1Ty1 `J `~ PAMPHLET No I. {} - FIRE HYDRANT w/PuuPER — -- 0 PHONE 16150 .GiW 72ND WATER MOTOR IONc = INSIDE HOSE DE Q . PAMPML 040 IA30 fxTHoo OF HAN(.ING i0 BE IN ACCORDANCE WITH NEPA ---� FRIE DEPT. CONNECTION ►— OUTSIDE HOSE 300 �lGAk CR v a. S PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 � ELECTRIC BELL S DOUBLE CHECK VALVE ASSEMBLY -- - — _ APPROVALS — — _ — _ WATER SUPPLY 2. CITY OF tlrsAl�D — FIRE , ' 4 8 JOINING fK PI ANp FITTINGS. THREADED AND WLMD SHALL 01 IN ACCORDANCE �'-+ DRAIN VALVE - CHECK VALVE L WITH TO PA T No I s �- STA71C -ITLE PIPING PLAIN 1 OWNETi TO PROVID[[D ADEOUATE HEAT M MEVV[[►►11T WAf�R IN PIPES FROM FREEING �� COUPLING NEW UNDERGROUNC m IN WAS PRGTECIEO BY A rpt PIPE SPRINKLER SYSTEM CL EARTHMAKE BRACE — - '-' RESIDUAL �� 3' - �AT'E ?•18-9D SCALE ve'.r-m OWEET I CF FIRE PROTECTION CONTRACTORS CL a STRUCTURAL ADEOUACT a THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS = _ - - EXIST UNDERGROUND - 3961 4 .---•-- 14795 S.W. 72nd. PORTLAND. OR 97224 (S03) 820-4020 THE RESPC711SISIUTv of THE OMER AND/OR HIS STRUCTURAL REPRESENTATIVE Q HYDRAULIC REFERENCE POINT — FLOW _-- r;CNT. V-9090 DRUJIN, U.PAhT`f•I S-rSTEm WET O — — - PUBLIC WATER UNE --+--"- - - LOCATION SUI 12NO SITE 5. I67t0 SW 72"I'AVI NI 11 IN; I of I LEGIBILITY STRIP C O 2 3 a 5 e 7 g p IRO III 112 113 114 Ie I'7 le 19 2Cf 31 22 23 24 25 26 27 28 29 30 nm z i_I 1 1 ofIOt 4 I u111a1;JiJtaW�II�W�ltl tl�Jl,Ja la l�lil�l�li.l tl 11.0 Ltllltl I I I I LI tTtlll I;I I�I I II I IT II I I I ILL I tI I I tJ LlalilalTll LI LLi.I Lt.I�.I�I�l.tl��1t�w111�1 tllLllah L�.1tLtl�It t�tW tJ�1t1�11hLt1�l �tJ�Ja1a�UU�LLIa(�J tela °� u , J;r� .. h1AltaNf••r •�•'._•c"eM mpt•4x�•ea�w.gr«mer - .waaww «w•rar.,w:.n.,rew«wr<a».asr„"...n,wi.. •,n .. r h. ,. _ _ -. __ _. _ _. - .. _ .. . .... _ .... .. ..... .... _.... _. ....,.r. -.... ., ..,., ..- a++M`va'0C°'. _... .__...._. _. ._i!P`R..__.,_..^.'t'r^». _ -_....9"ua r.. .. .. _ ., ._ _ ._»r,y.w..•..+-...+inlflf}4""9�AM�aMIyM.M�1kWJ�+M4y_ - - .._ _. ADDRESS: -SW 7 tib*w, . J m r� LD L1,1 iAtecordsloiicmflm'dargetsV)uilding.doc; i G N f0 a co d 'm a N «V 0 z c mZ o rn Oi �i aa�i C rna rn o V O O O N M a N N CV a CL a a a a a a a a n f1 O H Y a O v � v o p > r = J Z LO T", Q n to 0 0 W 0 rn co ;n w N d w to a w O to n z 9 O j d 2 Q a a d 1 p co 0o 0 o a 2 a w oo , Y V) to � w U' co Q L d w O U p11° N a Q, f0 o a a Iz _) ry }� N O V U 00 ow, It a a rt V) 'E a J n X07 G] N 01 r� U N 6 c y 111 a�a C, N C J U � O � c y a 0 FL iL d b o �i d d "a c � P c 4) 11 OL c o `� a q rn N � � w Ln N ,n 00 CV IC M r M OI c a a a m m m m m m m m m m CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 Date Requested AM _PM _ BLD _ Location - �P 7 S(D --7 Z Suite MEC Contaci Person Ph pr_;,, Contractor Ph SWR _ UILDI G T nant/�wner _(�Y`QAJ�1� )q (- 'ACI ,L ELC Retaining Wall j EI-R Footing P Foundation NOT REQUESTED , .,S Ftg Drain FOUND DURIN(: RESEARCH SGN Crawl Drain It NO INSPF.CTION(s) IN FILE Slab Post&Beam `"� Ext Sheath/Shear Int Sheath/Shear `— Framing Insulation - Drywall Nailing — Firr%vall Fire Sprinkler Fire Alarm Susp'd Ceiling _ Roof i PART FAIL - ----- - - ---- ----- -- PLUMBING Post& Beam - - Linder Slab "P Out 'Nater Service ,nilary Sewer - - - Rain Drains Final FASS PART FAIL MECHANICAL Post& Beam — — Rough In Gas Line Smoke Dampers Final - --- -- --- PASS PART FAIL 1 ELECTRICAL ------ ---- -- Service Rough In - -- - ---------- r.i UG/Slab Low Voltage Fire Alarm Final -- - ------- - PASS PART FAIL SITE Backfill/Grading - -- -- Sanitary Sewer Storm Drain I J Reinspection fee of$ __ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin I J inspect call for reinspection RE- Unable to -no access Fire Supply Line -- — ( 1 ADA Approach/Sidewalk Other — Date Z_Z�U U Inspec+ )r Ext Final PASS PART FAIL DO NOT REMOVE this inspectioo record from the job site. /�� CITY OF TIGARD DEVELOPMENT SERVICES BUILDING F,ERMTT P,ER111T #. . . . . . . : BUF,98-0157 13125 SW Hall Blvd., T'gard,OR 97223 (503)639.4171 DATE' ISSUED: 04/24/98 PIARCEL: 2S 1 13AD-01800 SITE ADDRESS. . . : 16750 SW TEND AVE #F,RVI SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS ZONING- I--L BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :011 JURISDICTI5N:TIG ------------I------------------------ REISSUE- FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :FFIS FIRST. . . . 0 s N: S: E: W. TYPE OF USE. . . :COM SECOND. . . : 0 5 f P,ROTECT OF-,ENIN(3S?--------- -- TYPIE OF CONST. :2N . . . 0 s N: S: E: W: OCCUPANCY GRP,. F2 TOTAL-- IZI 5 f ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 Sf AREA SEP,. RATED: STOR. - 0 HT: 0 ft GARAGE. . . 0 s OCCU SEP,. RATED: BGMT? : MEZZ ) : RF 01.) SETBACKS— REQU I FLOOR LOAD. . . . : 0 p s f LE"FT: 0 ft RGHT: 0 ft FIR SPIKL:Y SMOK DET. . : DWEI.-LING UNITS: 0 FRNT: 0 'It REAR: 0 ft FIR ALRM: HND ICP' ACC: BEDRMS: 0 BATHS: 0 111P, SURFACE: 0 PIRO CORR- PARKING: 0 VALUE. $ : 17500 Remar-k3 : Fire suppression s!stem for building. Owner,: ------------------------------------------------------- FEES PIACTRUST type amet.tnt by date r-eept 15350 SW SEQUOIA PKWY STE 300 FIRMT $ 128. 50 JSD 0,4/10/98 98-304853 PORTLAND OR 97224 5 P,CT $ 6. 43 JSD 04/10/98 98-3V4853 FIRE $ 51. 40 JSD 0-4/10/98 98-304853 P1h(jn,? #: &724-77;35 Contr-actor: ------------------------------ DELTA FIRE INC : 4795 SW 7'ND AVENUE ilGARD OR 97224 Phone #.- 620-4020 Reg #. . : 000641 This permit is issued subject to the regulations contained in the spy Tigard Municipal Code, State of Ore. Specialty Codes and all other Spy applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 92-88I81987. Yon many obtain a copy of these rules or direct questions to OUC by calling (503)246-1987. Pler-mittee Signati-tre : ISS1.1ed By- ........4-++++4.......A..........4...............4-++++4............................. Call 639-4175 by 7:00 p. m. for an insper-tion needed the next bi-isiness day .....................................................4........................ CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT PERMIT #. . . . . . . : BUP98-015Z 13125 SW Hall B!vd., Tigard,OR 97223 j503)639.4171 DATE ISSUED: 04/24/98 PARCEL: 2SI13AD-01800 SITE ADDRESS. . . : 16750 SW 7"-'ND AVE #PRVI SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS ZONIN': I-1_ BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :011 JURISDICTION: fIG --------------------------------------------------------------------------------------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :FPS F1 RST. . . . : 0 s f N- CS: E: W: TYPE OF USE. . . -C(3M SECOND. . . : 0 sf PROTECT OPENINGS?—— -- --- - - TYPE OF CONST. :2N . . . . 0 5f N. Sc F : W: OCCUPANCY GRP. :F2 TOTAL-------- : 0 s ROOF CONST: FIF:E RET? : OCr' -'ANCY LOAD: 0 BASEMENT. : 0 s AREA SEP. RATEN: STV. : 0 HT: 0 ft GARAGE. . . : 0 -,f OCC�J SEP. RATED: BSMT?: MEZZ?.: REDD SE"1BACKS---------- REQUIRED------------------- -- FLOOR LOAD. . . . : 0 p s f LEPT- 0 ft RGHT: 0 ft FIR SPKL.Y SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 VALUE. $ .- 17500 Remarks : Fire suppression system for building. Owner: FEES --------------. PACTRUST type amot.int by date recpt 15350 SW SEQUOIA PKWY s-rE 300 PRMT $ 128. 50 JSD 04/ 10/98 98-304-853 PORTLAND 0R 972 c"_'4 35 P C T $ 6. 43 JSD 04/10/98 98-304853 FIRE $ 51. 40 JSD 04/10/98 98-304853 Phone #: 617-14-7755 Contractor: DELTA FIRE INC 14795 SW 72ND AVENUE TIGARD OR 97224 --------------------------------------- Phone #: 620-4020 $ 186. 33 TOTAL Reg #. . : 000641 --REOUIPED ACTIONS or IN5PECTIONS---- - This pervif is issued subject to the regulations contained in the Sprinkler Roo-tgh- Tigard Municipal Code, State of Ore. Specialty Codes and all other Sprinkler, Final applicable laws. All work will be done in accordance with C'. approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-01-RIO through CAR 95?-00I01987. You many obtain a copy of these rules or direct questions to OUNC by cAlliny (503)246-1987. F-Prmiti.ee Signati.ire : Goo- I s i-i e d By : L\ ' ...............4 )................4.................4................ Call 639-4175 by 7:00 p. m. for an inspection needed the next biAsiness day 4.............................................................................. 04/0&. 98 n10%, 14:51 FAX 503 598 1960 CITE' OF TIC:tR.D 11002 Fire Protection Permit Application Plan Check ll– C CITY OF TIGARD Commercial or Residential Redd 13125 SW HALL BLVD. � Date Recd X `S TIGARD, OR 97223 r Print or Type Date to P.E. (503) 639-4171, x. 304 complete or illegible applications wilt not be accepted Date to DST � I Pernik N t ` Called Job I ~n'e o1 D), ,('r, �� Type of System (Complete A or B as applicable) �AdLress A.)Sprinkler Wet Dry O �_�� Standpipes 4 1. t Owner _ Hazard Group Additional p Phone Information Denshy ? 2 i t ,:,' Lame Desigl Area I Occi.ipant Mailing Address K.Factor Cityrstate _ zN Phone A.1) Sprinkler Prcject Vaivatlon Contractor Name B.) Fire Alarm z�4LOO"r- (Sprinkler or .44140 Alarm Cumpany) 7toarijng A ,a Submittal Shell Include Battery Calculations YES Ddor to permit issuar,^e,a City/State Zip Phoneindividual C_omponent YES—0 — copy Cut 8hss� or all licenses B 1) Fire Alarm Project Valuation are requirec if Mate Const.Cont. Boa M Uc K Exp. Date _ ex tl;etad e0T ", J-7 t 1 l F Project Valuation Subtotal(A&or B) Name �JI ed Permit fee bason valuat-lon$ Architect Mailing Address r (vee chart on back) _ - — 5% Surcharge i S CyrState tib Phone _ FLS Plan Review 40% of Permltt la Describe work A.)New O Additloi 0 Alteration* Repalr O TOTAL _ to be dore: B.) ModMcat,on to spy Ink or heads only - i r 1. 1.10 heads=No clans required Plans required. Submit three sets of plans,including a vicinity map and 2. 11+2 Plan review required the location of the nearest hydrant. I hwahy arkrrmiortpe That r, w res!Ihh aplilts±nn hist the inhxrnatlm glvry is __ Number of sprinkler hea_sry oprtt�t that i am the owner or suthol-c-d ape,!of the owner,and that plans submMed Adair onal Descrlptron of Werc are n oc"rAiancewnh OfWn state laN.. Slprature of OwnertAgent A.)in Existing Sulldir ij Ll New Bullding 0 Buliding Contact Futon Name Phone Data B.) Cornmerrla+ C; Rea c;antial C ;_� FOR OFFICE USE ONLY_: ' No of stories Pt" fldglp/Tl# r� ice' Occupancy Class Type cf Corstruction J r firesupr.hoc Fire Protection by Computer Design Hydratec Inc. Route 111 Windham NH 03087 Job Name OBP14 �- Building BUILDING 14 N Location 16750 S.W. 72ND AVE TIGARD OREGON System 1 Contract 98-9090 -'. Data File PTR1.26a.WX1 m Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 1 OEP14 Date 031298 Hydraulic Design Information Sheet Name - OREGON BUSINESS PARK Date - 3-12-1998 Location - 16750 S.W. 72ND AVE TIGARD OREGON Building - BUILDING 14 System No. - 1 Contractor - DELTA FIRE INC. Contract No. - 98-9090 Calculated By - UWE PARiH Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 8-0 Occupancy - EXTRA HAZARD GROUP I S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 (X) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 2310 ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 3000 System Type rinkler/Nozzle Density - .30 (X) Wet Make RELIABLE D Area Per Sprinkler - 98 ( ) Dry Model G E Elevation at Highest Outlet - 15' ( ) Deluge Size 1.7/32 S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 8.2 I Rack Sprinkler Allowance - 0 ( ) Otrir Temp.Rat.212 G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Fiess Required - At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- w, .Static Press - 97 @ Press - R Residual Press 87 Elev. - Well Flow - 3962 Proof Flow S Elevation - 0 U P Location - SW 72ND @SITE P L Source of Information - Y Commodity Class Location 0 Storage Ht. Area Aisle W. J M Storage Method: Solid Piled 9 Palletized 8 Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 H M H a Cl) r a as HCa7� C7C7p,� rn��N a 114 10 I'lo •.--1 W,,.{ -0(1) � M V) ro--I CT � 03 4 14 0r- a 1 .� 4.-) - roN.-' ami > 4J 4J VJ V) ro W >, �•xx ocn WtoM H I I I I O 1 N N M c Cj f� 00 r) F O a M 0 0 0 ) co O� rn N N � a) M to o ro Ln x ro ,J m a v (13 z ro ra ro o A -V Z b O .a W �i - O � O J-1 O :I N p a CD r� O H H - � U) U ar U ml cr N r N o b uM � >. W o) A --i 0,V) 3 v) O. V) v O o O �ro a a n, -- - - - CO u n u u ro ro _ u NU :1 � I.... `f a i.l '-i b b � V) 0 0 0 0 0 0 m a.1 M N '-i O O 'D O O O O y� 1-/ rn CY. a -4 1-4 .-1 H M co r w Ir) -T I �� 7 ro -r N 1 I I 4 •-•� -4 •--I N N p a u v r j r, a w rn rn a w o ti O U Hydratec Page 3 OBP14 Date 031298 Fitting Legend Abbrev. Name moo. A Generic Alarm Va B Generic Dutterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow Q Flow Control Valve S Swing Check Valve T 90' Flow thru lee W Wafer Check Vaive Z Flow Switch J G] U' �l) J Computet Prcgram9 by Hydratec Inc. Route 111 Windham A1.H. USA 03087 Hydrated Page 4 OBP14 Date 031298 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 c 1 1 1 1 1 1 1 1 1 1 D 9 5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 7 K 14 14 L 1 1 2 2. 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 0 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 w 10.3 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 I 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 15 18 24 27 30 34 40 M 10 12 16 19 22 0 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 w 13.1 31.8 35.8 27.4 Z 12 14 18 22 27 25 40 45 50 61 Compur_er Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 5 OLP14 Date 031298 s Node Elevation K-Fact Press Flow Density Area Press No. Actual Added Req. Req. 111 15 8.2 27.43 42.95 .3000 98.00 7.000 107 15 8.2 27.53 43.03 .3000 98.00 7,000 103 15 8.2 30.14 45.02 .3000 98.00 7.000 99 15 8.2 27.4 42.92 .3000 98.00 7.000 90 15 8.2 12.87 29.42 .3000 98.00 7.000 91 15 8.2 12.92 29.47 .3000 98.00 7.000 92 15 8.2 13.15 29.13 .3000 98.00 7.000 93 15 8.2 13.63 30.28 .3000 98.00 7.000 94 15 8.2 14.48 31.2 .3000 98.00 7.000 95 15 8.2 15.77 32.56 .3000 98.00 7.000 96 15 8.2 17.63 34.43 .3000 98.x., 7.000 97 15 8.2 20.19 36.65 .3000 98.00 7.000 98 15 27.67 81 15 8... 12.92 29.47 .3000 98.00 7.000 82 15 8,2 12.97 29.53 .3000 98.00 7.000 83 15 8.2 13.2 29.79 .3000 98 00 7.000 84 15 8.2 13.69 30.34 .3000 98.00 7.000 85 15 8.2 14.53 31.26 .3000 98.00 7.000 86 15 8.2 15.83 32.63 .3000 98.00 7.000 87 15 8.2 17.7 34.5 .3000 98.00 7.000 88 15 8.2 20.27 36.92 .3000 98.00 7.000 89 15 27.78 73 15 8.2 22.84 39.19 .3000 98.00 7.000 76 15 8.2 22.95 39.28 .3000 98.00 7.000 77 15 8.2 23.34 39.61 .3000 98.00 7.000 78 15 8.2 24.1' 40.31 .3000 98.00 7.000 79 15 6.2 ?5.6 41.49 .3000 96.00 7.000 80 15 30.4 1 15 8.2 12.85 29.4 .3000 98.00 7.000 60 13 8.2 12.9 29.45 .3090 98.00 7.000 61 15 8.2 13.13 29.71 .3000 98.00 7.000 62 15 8.2 13.62 30.26 300') 98.00 7.000 63 15 8.2 14,46 31.18 .3000 98.00 7.000 64 15 8.2 15.75 32.55 .3000 9Q.00 7.000 65 15 8.2 17.61. 34.41 .3000 98.00 7.000 66 15 8.2 20.17 36.83 .3000 98.00 7.000 67 15 27.64 68 13.66 35.97 69 13.66 36 70 13.66 36.13 71 13.66 36.41 72 13.66 43.51 HOSE 0 55.73 500 TEST 0 63.46 The maximum velocity is 20.12 and it uccures in the pipe between nodes 89 and 7r Computer Programs by Hydratec Inc. Rcute 111 Windham, N.H. USA 63097 Hydrated Page 5 OBP14 Date 031298 Hyd. Qa Dia. Fitting Pipe Pt Pt ilaf. ncn or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn 111 42. 95 2.157 1T 12.307 2.830 27,430 27.430 K Factor = 8.2 to 120 12.307 98 42.95 0.0160 15.137 0.242 Vel - -1,771 42.95 27.672 K Factor = 8.16 107 43.03 2.157 1T 12.307 2.830 27.532 27.532 K Factor = 8.2 to 120 12.307 89 43.03 0.0161 15.137 0.243 Vel = 3. .78 43.03 _ 27.']'15 K Factor = 8.16 103 45.02 2. 157 1T 12.307 2.830 30.1.38 30.138 K Factor = 8.2 to 120 12.307 80 45.02 0.0174 15.137 0.264 Vel = 3. 953 45.02 30.402 K Factor = 8.16 99 42. 92 2.157 1T 12.307 2.830 27.402 27.402 K Factor = 8.2 to 120 12.307 67 42.92 0.0160 15.137 0.242 Vel = 3.768 42.92 27.644 K Factor = 8. 16 90 29.42 2. 157 6.000 12.869 12.869 K Factor = 8.2 to 120 91 29.42 0.0080 6.000 0.048 Vel = 2.583 91 29.47 2. 157 8.000 12.916 12.916 K Factor _ 8.2 to 120 92 58.89 0.0286 8.000 0.229 Vel = 5.170 92 29.73 2. 157 8.000 1?.146 13, 146 K Factor = 8.2 to 120 93 88. 62 0.0610 B.000 0.488 Vel -= 7.781 93 30.27 2. 157 8.000 13.634 13.G34 K Factor = 8.2 to 120 94 118.89 0. 1051 8.000 0.841 Vel = 10.438 94 31.21 2. 157 8.000 1 475 14.475 K Factor = 8.2 to 120 95 150.09 0. 1619 8.000 1.295 Vel = 13.178 95 32.57 2. 157 8.000 15.770 15.770 K Factor 9.2 to 120 96 7.82. 66 0.2328 8.00 1.862 Vel = 16.037 96 34. 43 2. 157 8.000 17.632 17.632 K Factor = 8.2 to 120 97 217.09 0.3204 8.000 2.563 Vel = 19.J60 97 36.85 2.157 1T 12.307 5.160 20. 194 20. 194 K Factor = 8.2 to 120 12. 307 98 753. 94 0.4281 17. 67 7 .478 Vel = 22.296 98 42. 94 2.157 1T 12. 307 1.250 27,672 27.672 to 120 12.307 0.580 69 296.88 0.5716 13.557 ?,749 Vel = 26.066 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydrates Page 7 OBP14 Date 031298 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "c" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf -n 296.88 36.001 K Factor = 49.48 81 29.47 2. 157 6.000 12.919 12.919 K Factor - 8.2 to 120 82 29.47 0.0080 6.000 0.048 Vel 2.587 82 29.53 2. 157 8.000 12. 967 12.96 K Factor = 8.2 to 120 83 59.00 0.0288 8.000 0.2"0 Vel - 5.180 83 29.79 2.157 8.000 13.197 13.197 F Factor = 8.2 to 120 84 88.79 0.0613 8.000 0.490 Vel = 7.796 84 30.34 2.157 8.000 13.687 13.687 K Factor = 8.2 to 120 85 119.13 0. 1055 8.000 0.844 Vel = 10.459 85 31.25 2. 157 8.000 14.531 14 .531 K Factor = 8.2 to 120 86 150.38 0.1624 8.000 1.299 Vel = 13.203 86 32.63 2. 157 8.000 15.831 15.831 K Factor = 8.2 to 120 87 183.01 0.2335 8.000 1.868 V--,l = 16.068 87 34 .50 2.157 8.000 17.699 17.699 K Factor = 8.2 i:o 120 88 217. 51 0.3215 8.000 2.572 Vel = 19.097 88 36.92 2.157 1T 12.307 `_ .160 20.271 20.271 K Factor = 8. ') to 120 12.307 89 254 .43 0.4297 17.467 7.505 Vel = 22.33 ` 89 43.02 2. 157 1T 12.307 1.250 27.715 27.775 to 121, 12.307 0.580 70 2.97.45 0.5736 13.557 7.776 Vel = 26.116 297,45 36.131 K Factor = 49.49 73 39. 19 2. 157 8.000 22.840 22.840 K Factor = 8.2 to 120 76 39.19 0.0135 8.000 0.108 VP1 = 3.441 76 39.28 2. 157 8.000 22.948 22.948 K Factor = 8.2 to 12n 77 78.47 0.0488 8.000 0.390 Vel = 6.890 77 39. 61 2.157 8.000 23.338 23.338 K Factor = 8.2 to 120 78 118.08 0. 1039 8.000 0.831 Vel = 10.367 '18 40.32 2. 157 8.000 24 . 165 24 . 169 K Factor = 8.2 to 120 79 158.40 0. 1788 8.000 1.430 Vel = 13.90'1 79 ''41.48 2.157 1T 12.307 5. 160 25.599 25.599 K Factor - 8.2 to 120 1[.307 80 199.88 0.2749 17.467 4 .8C Vel = 17.549 Computer Programs by Hydrates Inc. Route ill Windham N.H. USA 0308 , Hydrates Page 8 0&P14 - Date 031298 Hyd. Qa Dia. Fitting Pipe. Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****w* Point Qt Pf,'UL Eqv. Ln. Total Pf Pn 80 45.02 2.157 1T 12.307 1.250 30.402 30.402 to 120 12.307 0.580 71 244.90 0.4003 13.557 5.427 Vel = 21.502 244.90 36.409 K Factor = 40.59 1 29.40 2.157 6.000 12.855 12.855 K Factor = 8.2 to 120 60 29.40 0.0080 6.000 0.048 Vel = 2.581 60 29.45 2.151 8.000 12.902 12.902 K Factor = 8.2 to 120 61 58.85 0.0286 8.000 0.229 Vel = 5.16'1 61 29.72 2.157 8.000 13.132 13.132 K Fa-tor - 8.2 to 120 62 88.57 0.0610 8.000 0.488 Vel 7.776 62 30.26 2.157 8.000 13.619 13.619 K Factor = 8.2 to 120 63 118.83 0.1050 8.000 0.840 Vel - 10.433 63 31.18 2.157 8.000 14.460 14.460 K Factor = 8.2 to 1.20 64 150.01 0.1616 8.000 1.293 Vel - 13.171 64 32.55 2.157 8.000 3.5.753 15.753 K Factor = 8.2 to 120 65 182.56 0.2325 8.000 1.860 Vel - 16.029 65 j4.41 2. 157 8.000 17.613 17.613 K Factor = 8.2 to 120 66 216.97 0.3200 8.000 2.560 Vel = 19.050 66 36.83 2. 157 1T 12.307 5. 160 20.173 20.173 K Factor = 8. 2 to 120 12.307 67 253.80 0.4277 17.467 7.470 Vel = 22.283 67 42.93 2. 157 1T 12.3n7 1.250 27.643 27.643 to 120 12.307 0.580 �i 68 296.73 0.5711 13.557 7.742 Vel = 26.053 68 6. 357 12.270 35.965 35.965 to 120 69 290.73 0.0029 12.270 0.036 Vel = 2.999 2 69 296.88 6.357 12.250 36.001 36.001 R to 120 70 593.61 0.0107 12.250 0.131 Vel = 6.000 Lon - - - F7- 70 297.45 6.357 12.270 36. 132 .36.132 to 120 71 891.06 0.0226 12.270 0.277 Vel = 9.007 cil 71 244. 90 6. 357 200.520 36.09 36.409 to 120 72 1135.96 0.0354 200.520 7. 102 Vel = 11.483 72 8.27 4E 26.955 745.000 43.512. 43.512 to 140 107.820 5.916 HOSE 1135.96 0.0074 852.?20 6.3C7 Vel = 6.785 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 9 OBP14 ' Date 031298 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn HOSE 5^r 00 8.27 50.000 55.735 55.735 Qa - 500.00 to 140 7.000 Fixed loss - 7 TEST 16_ .96 0.0145 50.000 0.726 Vel = 9.771 1635.96 63.461 K Factor = 205.36 G. r-. CS: F- F- J C� C,7 LL) J .I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CITY OF TIGARD EXPENDITURE REQUEST This form is a multi-use form. Appropriate receipts and documentation must be attached to this form. Approved request due Tuesday 5:00 PM to A/P for checks by Friday(week opposite payroll only). VENDOR NO.: DATE: April 10, 1998 PAYABLE TO : Delta Fire Inc REQUESTED BY: Jim Dacva PO Box 4010 Tualatin OR 97062 MIS0.11ELLANEOUS EXPE S, Date Description, Invoice No.,etc. Account No. Amount 04-10-98 98-30485_3 10-0000-451000 83.53 Refund dae to overpayment of plan submittal fees. TOTAL Mileage 32.51 APPROPRIATION BALANCE: AS OF: PtIRCHASING: APPROVALS: (IF UNDER $50) Section Manager/Professional Staff N (IF UNDER $2500) Division Manager (IF UNDER $7500) Department Manager _ (IF UNDER $?5000) City Administrator _ Cm (1F OVER$25000) Local Contract Review Board SIGN PERMIT PERMIT #: SGN93-0164 DATE ISSUED.. ..: 10/06/93 EXPIRATION DATE: 01/06/94 PARCEL. . ... ....: 2S113AD-01800 ZONE. ... . ... . . . . I-L BUSINESS NAME. . : AERMOTOR SIGN LOCATION. . : 16750 SW 72ND AVE #B-14 APPLICANT/AGENT: CURT THOMAS /SAME DAY SIGN BUSINESS TAX NO: mamma-mmm--as--------suss--------------a-a----a-------a----------saes-----sass-a SIGN: PERMANENT (X) )FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 22" X 11' TOTAL SIGN AREA. . . . . . . 20 sq.ft. WALL AREA. . . . . . . . . . . . . 4920 sq.ft. WALL FAC DIRECTION) : N SIGN HEIv. i. . . . . . . . . . : 14 ft. PROJECTION FROM WALL. : 2 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions: 132" X 22" - 20 square feet. MATERIALF.. . . . . . . . . . . . . FOAM EXISTIEG SIGNS. . . . . . . : ELRCTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. .. : NO ADMINISTRATIVE EXCEPTIONS. : N/A '11 MIT FEE: $ 10.00 APPROVED BY: a DATE: 10/06/93 cx F- N a F- C7 LL1 J U 1 1 Y f IF 1 I L UMD Pl-1:F: .1 P L Cif- PAY1•11-.h1 f 11f:::Gl: .I F'-I NO. : ;l3-- 41i;-,I I:AE_C:K fiPI 111N i I4), III Ill NAM1= s f.iOMI-: DOY 'i C G-N (:(.) (:AbH AMO IJN I s Vt, 00 AI)I'►f�1-S1a a fAYMf.N'f DI-11V SUFAD I Yl 131 ON IRF= Permit No. 1J 5 /(c CITY O' 71CARD Sint PEMN APPLSc2auv 7he applicant hereb5r appl3,es fcr a permit far the wcrk indicated or as shown in the �Y 3•Plaits and speaifkadjons. SIGN LOCATION'ADMUMS: S.4? -12rh kOtt. ZONING: Z -� NAME OF BUSINESS: -Nv-91N\ FV0?' APPLSCANT/AGIIU: Cv1-A- " G-L OOMPANY: S0.t -l. S;0�lA PHONE: �O�-�•\�� The City of Tigard idoses an am al Busu)ess Tax which mist be kept asrnnt on all persons doing Easiness in the City. Do yai presently have a current business tax? YES ( { NO ( ) U.L. Label if ( ENDING ( ) ( ) Tav RARY ( ) WALL c ( ) SIGN DIMENSIONS: 13Z yC zZ EXPIRATION DATE: ZCyI'AL, SIGN AREA (Sq. Ft. I -Ce. q9 WALL AREA (sq. Ft $0= FACE: _ _ C;,4 Bl� �v�C�:� UM`� (Ft) ' - 9 , z4E7I P1DJ=C1N FROM WArL: it WIMATT 6: YES ( ) -No (y- TYPE: qZ� OOPY: K-e r W\dvio r EXI rIr1G slots: EXCEPTION: N/A ( ) Aipaclwm ( ) HOW tKc"iAREA MG"r � 1TANNINGG DAll sign permits mist be aeocapanied by a scale Permit Fee: Jc dtawitxg and plot plan. If work authorized under Receipt No: a 3-�D ct Fr"1 a sigi permit has not baen ompleted within ninety Avm�---gd -BC' days after the issuanoe of the t: the � I�� permit 'J Date: I << ( 3 shall be=w mull and void. ECDC'IItICA'- PEEd1rr I CSM TiiAT AM THE PIDC OMFD OWNER OF Tf tE RD(2C•Tt2ED: YES ( ) NO ) PRO OR AUIHORIZED BY WE OWNER. BUILDING MUT ��:P YES ( ) r+oApplicant's sigruWre cp/1VWEf;TUTelephoneN:\W0RD\0OMEV\ "LU-2 O d! a i -- VV wo o � N O 3 i i e i I r ri � YT J t I f 1 ( I � r I- J � LLu LL 1 e ,4 In � � Q —.•— . � ai.... + .wwi ter 13 a f'- 4 ° d t h 0