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AUTO C�. .. J� r , 5EA1 T t-E WR1I.AND OREGON .•' t � ,.. .._ .. ...... .-_... ._... .,... .... _ • FRONT AVENUE 1171 _ LL d I 3?45 N �. • 6, �� •�. : � ,�, , ��� `•��� I.rl�re; - �I�._ . to �1,, q,s. At:%_ r�-� flz^' ro•r��' t� i � /43 ��'., i- �� roe Imo.-G.1r15�'►�.ID�tTEb �I:al?`'P'4Y N r tOCAT10N "7 x 3`7 S.i�1 k A E'� 1: L A T! 6°CI. t �,V L N C C F +�'�" f�lil I ,+C''_E: ,._r,l•IL 1U11- oMWttio No�.��.t.. I OF' :� 4 �rt � -:,r.. ,..,...,. •.•W+,t:,W'9^"'rrw„a., tri ,. NIG DOCUMENT IS LESS I I I r t , t I I I i. I S I I I III f I I I I I I I i i I I I I I I I I ,�r.,. ..», r ,. ......., - .....,...,...r> r.,M..,r...__._....,..,-,_,....,.....,....,.,..,.......,.” ...,.,.,._,._ _.._..,..r..,-. ate+ 1 iii+. tc,t .,•r, .' IIII I �'I I ( III 1 1 I i I I I i l II I I I III . mIT iIIIIIr r111'Il lllil i lll� i11 l�lll�l l�° I LEGIBLE THAN THIS NOTATION, �_ j1 _- I �_ _ -, I �1 I I 6_. ! I g I _ j�I 11 N� OCT W�R 26 1993 IT I4 DUE TO TILE QUALITY OF _� �_ THE ORIGINAL DOCUMENT. ­17, - — - — _ _ __ __ _ _ _ Fi, �£ Fi 9 �L 9 . Z Y L £ to T�LO L 8 I9 I L T 9 T 9 I !�1 £Tl[ t T i i O�T �8 I I L �9 � �9 � £7111u, I�.u■I I IIIIIIII II II111 III IIIIIIIIIIII llll�llll ,III III IIIIIll IIIIIIII,IIIIII IIIIII IIII1I1111111�11I1 Ii,� Ull�llll�lllllllli illllilil lIII�IIII �III�IIII IIII IIII IIII IIII IIII IIII)ill�llllllllillllllllll L'IIIIIIIIIIII 11I I! .. '.-'1' • , - nh1�F�gndiri'S1 d.4 _,., �:, ..s�,;�,�...a:,ss,�:p r.>IaM,�..:.,rcr�ha�'a�h;k�lwi<uu.wn6cel•-. vW�+ ::I;a(�I.., ; ��,. I I .. ... , ...._, -...._.. , __ -.. . • ;I 1 I I���, '1 �I I TNt rti'.ar>nr, WNyC ViSTGM �. • a� I ,�: �_ ) i �o I oil 0. Ali 3 4.�. Z=txlr*4'2 4l;"' ]I 3" 4-7" 15''0 �'br�"* 5�6��►` 'i-rte' S_=rds« 3-9 ! �,. r._ , r , , • I I NI �+i N y 4 y 1. 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I i 5'4" 5'-i ! 5'..►n'4 5LICA 14 i �-1 8�PJ4' I � � ,,• I�-t?" i I I 1 1 �.► ""r i r.SOLCT:ON SHALL 13E MADE 0 rIG THE FOLLOWING STEP$ _ :....•<.._. 72'.- p.. �.., - - - �.••..... .,-. ., _ .. .. _ �•_. _. r. 1 1. .• if 11 As (toted A 2. •• � r �u � CONST uT IbC o1r cover FC.C vu pmenl a e.poN4 _... _ ... o Morino owupwily Far Ma Ihown, I . R'e r 0a1Rr �� rta".iron wA 1, .... .. rmtt' � 0 asarptad. d. Other __ -� TUALATIN FIRE OIRWT 8� �; Date?S�9 �90 WW T• 1 68H NMI n ire Plllffigf bF1 r I F L T"�U �EI1.►t!JG �.r: AUTOMATIC SPRINKLER CO, SEATTLE PORTL"01 OREGON BOISE N^ 3715 N.W. FRONT AVENUE 7(7.1171 � C C)W50t IVATrU l{f'F'LY WCA�N�733-/ :rVi/ VAr4CYLAAtG - _T1.01IF;_D, C)(.6GoAf � TaF r,t.l I I�l+l_[:: LANE �_..._?� �►.� _( �cRAwtNbr 2 0P —•••,�r-n ...,�:...:..,,....,,....�...,_-,.....�..,'....,,,s�:hosv.,d;w�ata�H�"I�A'+hf4SN!tR�1F tA!k!.... ....,. .. .-.__,....-..,..,.. ,..... -. .... ,r.n/rw`raM..w..«akwnq...a.r...1.... :L..•w.- ,... .,_.,. ,,., ._._..... _.. ... ...,.. � .i u, a � �r � ....,.... ,,.,�... . .,. ,,.., ,..,.rxe•%gyp•,+ ,:_.:u.... ',,: ,.......:.,., _..� .�.,,:r.u, IF THIS DOCUMENT I I 1.I I Ill �I ! I ,., s•; K .,._._._.. _,_.. . ...... _ _.,__.. . _ ,.. . r...�.«.. .».....r .-n�,, _ ENT IS LESS I I I I I I I III �I���Ill�fll Illilll III��I Ilillll IIIIII lilllll IIr1' 1 �T'11 (IIII I '1� illl 111 I�I��I { � _ I .:,�'< � � . .,: .IM p-atl► LEGIBLE THAN THIS NOTATION, 1 I I I I II 1 II v�'T��� 2� 99 ! L ___l____ _ __ ___ 3 1 IT I5 DUE TO THE QUALITY �— � �--1-- Q TY OF 1 THE ORIGINAL DOCUMENT. N0'0_ IIIIII�IIII IIII Illi IIIIIIIIIIIIII�IIII IIII�IIII Ilfllllll IIII�IIII IIII IIII IIII�IIII IIII�IIII IIII�IIII illl�llll IIII�II I IIII�IIII III Qtlll�llll IIII IIIIIIIIII�IIII IIII IIII IIII�IIII IIII IIII IIII IIIIIIIII�II!III�III�IIII e s I s z �t�1.�� I � IIIIIIII,IIII Illl Ill , 1�'illlll�l�lll "> y II �I S W �� le lar,e r x 1 SIGN PERMIT PERMIT #: SGN92-•0176 DATE ISSUED. . . .: 12/03/92 EXPIRATION DATE: Oa/@3/5�, PARCEL.... . .. ..: 28112DB-00400 BUSINESS NAME. .: CONSOLIDATED SUPPLY C.O. (THR FIXTURE• —L GALLERY) SIGN IA hTION. .s 07337 SW KABLE LN APPLICANT/AGENT, C BREIDVNW CH BUSINESS TAX NO: -ss--s--ss.sasss----ss---n--- :------------------s---------a----a--s------------ BIGN, PSHMANENT (X) FRIRRSTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSLONS. ... . . s 3.6' X 9.6' TOTAL SIGN AREA. ... . . : 18 sq.ft. WALL AREA. ... .. ... . .. . 1600 sq.ft. WALL FACE (DIRECTION) . S SIGN B-eIGHT. ... . . . . . . . 16 ft. PROJECTION FROM WALL. : 2 in. ILLUMINATION. . . . . ... . : NON DESCRIPTION OF SIGN: IERMANENT WALL SIGN. 3.6' X 9.6' 18 SQ.FT MATERIALS. .. . . . . . . . . . . PLE7C/FORA! EXISTING SIGNS.. . . . . . : 0 ELECTRICAL *'ERMIT REQy;.yRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BYs _ DATE: 12/03/92 pert No. SGn1 9a - /74 CITY OF TIGARD _ SICK PFIZ11IT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the acLxmy3anying plans and specifications. / SIGN LOCATION ADDRFSS: 7337 SW Kable Lane e ZONING: NAME OF' BUSINESS: Consolidated Supply Co. (This sign will read"The Fixture do Gallery) APPLICK T/AGENT` C.Breidenbach - CgpANySigns In Depth,Inq�-E: 503 635 3390 The City of Tigard i.a¢xa`,s an annual Bu,irxy s Tax whii.ti must be kept current on all persons doing busi-K-�ss in the City_ Do you presently have a current business tax? YU; ( X ) NU ( ) License Metro # 1946 OCB # 66735 PROPOSED -SIGN: (Cliecic as uvuW as apply) Fees PF1 wiFN1' ( X) FREESTANDING ( ) FRE EMY ( ) 0 - 74 5q. rt-$10.1 TEMPORARY ( ) WALL (x ) ELOCTIMIC ( )24-100 S q.f t. $25.f OU*ER ( ) I3UBOARD ( ) TAAI.U" ( ) 100 . - $35.1 SIGN 'JINLNSIONS: 3'6" high X 9'6" wide EXPIRATION OAW- TC M!, SIGN ARIA (Sq- Ft.) = 18 - - ----- — -- -- _ F1AI.11 AREA (Sq. Ft-) : -- 1 ,600 --- F ee s H-ML -FAcd:z; (Direc7tj.pe}----- South q HrZCItT (Ft) : (I�11.� -_ -_----_16' ? 0--in it PRa7FxTION FIM NAU,: _ 2" mmuc'IZON: YES ( ) No ( K) 7f-PE: RaisedJetteLs COPY: The Fixture Gallery MATEIRIAIS: p-lex Face S1_Vro--f_oam - --- --- EXISLZNG SIGN-;: see -accompanyj_pa sign permit appli-cation AMTNI.17 T1 EX(-=ON: N/A ( X) APPROM ( ) IloW PLANNING DFY14Zr Wr All sign permits must be aoDmr-inied by a scale Permit F_eek 0— drawing and plot plan. If work audiorized under Receipt No: 9d4 -139_ a sign permit 11 -. nd, been oompleted uathin ninety Apprvved By: ✓0} _ clays after the is--vu rx- of the permit, the permit shall bccxv e null and void. EI.EX_'LI2ICAL PM-nT I CFIMTY 'THAT I AM *]JlE 1103017DED Ok-UtR OF 'ME. b REQUIRED: YFS ( ) NO (x) PI;!)PF,-'IY OR AN AGI-24T ACtl URIZFD BY `IIiF, OWNFR_ BUIIDING PF-RM-IT L -_ C. Breidenbach RFI,XUIRED: YE; ( ) NO (N APplic�ant's. Sigt►ature Signs In depth,Inc. 17150 SWPiDdngtcn,L'ake Oswego,Or.97035 (503)635 339 ci�/f�c`:it�I._...•I' l�r�x�.; —-- .�,t err���-•. r � � odk� I w � lx��� i Applicant/Agent.: Name oi' liusinr.�s.The Pfxt:ure Gallery SIGNS IN DEPTH, INC. Address 7337 91q Kale-Lane 17150 S W Pilkington Road Sign Ownr, _ pP-f} xisti-n6 Sig— 'we add. Lake Oswego, Or. 97035 g - ont�ol.-u ,. - mel . (503) 635-3390 iel ' 62n-- 70��-__._ContactEar.la Neu eri- Wit1.l- Area - Ilei1 ht 16' Tenant Frontages FAX (503) 636•-2505 'T'otu.l Sy. I�t . 1 p Contact: C. Breidenbach Sign Area/HciP,ht6j6" Width9'KSq.Ft. to - � Oregon Contr.Boar.d M 65735 Sign Faces South b.irection — ' Metro Lic.N 1946 LctAur Materia]- --- Color Blue Plex facr Styr�fenm -- I S f rF PIAW T fldlisir a k 7337 .. 11 i W f)11'1'IIWI?f;'I' KnliLl? I,ANN ro c N r E N _ W _ r► c� N s� SIGN PEMIT PERMIT #: SGN92-0177 DATE ISSUED. . . . : 12/03/92 EXPIRATION DATE: 6A/d3/'? - PARCEL. . ..... . . : 2S112DB-00400 ZONE.. . . . .. . ...: I-L BUSINESS NAME..: CONSOLIDATED SUPPLY CO. SIGN LOCATION. .: 07337 SW RABLE LN APPLICANT/AGENT: C BREIDENBACH BUSINESS TAX NO: sswasssasssssasassssss ssssssassssssasssssssssassssssassssassssasssssassssssass SIGN: PERMANENT (X) FREESTANDING { ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. ... . . .: 1.3' X 32' TOTAL SIGN AREA. . . . . .. 40 sq.ft. WALL AREA. . . . . . . . . . .. . 1600 sq.ft. WALL FACE (DIRECtION) : S SIGNHEIGH^'. . . . . . . . .. : 16 ft. PROJECTIO►. FROM WALL.: 2 in. ILLUMINATION. . . . . . .. . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 1.3' X 32' 40 SQ.FT MATERIALS. . .. . . . . . . .. : PLEX/FOAM EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 25.00 APPROVED BY: DATE: 12/03/92 Permit No. �.'+�o� 90� —/77 CM OF TIGARD SICK PERMIT APPLICATIOtd ,I-tie ?pplicant here-by applies for a permit for the work indicated or as shown in the acxxxrPariYing plans arra specific ati.ons. GN TIJCATION ADDI2E;Z: _ 7337 SW Kable I.nae --_--`- 'LONTBS: �- �- _--- NAME OF BLJSINM(;: -- Consol idated Suppl�_Co.• _ -- � ���, C.Brei.denbachPSigns In Depth,In 503 635 3390 AppThe City of Tigard i -•es an aruw-�Il Business Tax wtlic-lt mist. be kept current on all persons doing business in the City- Do you presently have a current tx�sirle�ss tax? YES ( X ) NO ( ) Licmw _ Metro # _ 1946 OCB # 66735 -� WDPOSED SIGN: (Che&- as many as app.y) Fees P1"RQ1NEN`r ( X) FRIM;I'RI,1 W, ( ) F ZM-TF1Y ( ) 0 - 10 S q. F t.$11.0 0 TF2'iPOI2ARY ( ) WALL (x ) ELECIRD141C ( )24-100 S q.F t- $25.130 01HER ( ) BD T-BOARD ( ) BriT x�N ( ) 10 0 + - f ,5.o a I(V D114NSIONS• 1 ' 3" high X 32.' wide = 40 Sq. Ft. EXPIRATION DATE: IUM. SI(3J AREA (Sq. Ft-) = 40 Su•-_ft. - wAI,LAREA (Sq. Ft.) : _ 100' X 16'high=_1 .G00_�. ft. Fees WAIL FACES Directi ons__ _ d . _ �_,-...— __ ( ) 0-10 S q. t t. iIuorr (Ft) : Wall---1 Vii'_ __..__ — ------ --- - I `ION jUj-r9 MTION: YES ( ) No ( X) TYPE: Raises I,-tters c7JF'Y: CONSOLIDATED SUPPLY-CO._— t°t11rFItIAIs: Plex face styrofoam — -- L-A-jSIZNG SIGNS: -0- ---- -- A114T I.SIlUTIVE EXC=ON: N,'A APPROVED ( ) 1"4 M"11— AR--A FLIPT1IdG D r_� All sign permits mist be accompanied by a scale Permit. Fee-- drlwirtg and plot plan. If work authoriZOd under Receipt No: _ I 4 a sign permit tvis- not been Meted within ninety By: ✓/�- m days after the is�� �e of the permit, the permit [).ate: J-O �- _ iiall became null aM vivid. FQ�]CIRIC AL PFTMI.T I CF�I'IFY THAT I AM 'I1IE I Ba)T.2f)EED CkII IER OF WE RE1UIRF1): YES ( ) NO (x) PROPERTY OR AN AGF14T AUIIIORI7M) BY 11tF, OWNM. BI J11DINC, I'F_2Tl'I' 6v "6kaL C, Br_eidenbach Itt•7xIIRFD: Y1r ( ) NO ) Applic lnt 's Si(jiLiture S 1 g n s I n depth,Inc. 17 15 0 SW Pilkinc�tnnrJke 0sweyu,0r.97035 ( 503)63 ) 3390 Fy, Ii y Te le0110 Y_' cp/I3�dI'I �II' N:\4X721)\(J:Y.•i7:V\ 100' — —--- a s G a.l hI � p N 32' --- - - ---- --, 16' PQ., 7 j- (""rf"l-Ld. 1:.'d Rupply Cry N;tmr ..I ILi:;i.nrr:; _ -mma-add ti.cant/Agent: Adrlre5s 7337 9 Kf0 gi n tan App• INC. ----P SIGNS IN DEPTH, Sign Ovf7i AIM -�_.-- a la Neupert N Pilkington Road Contact _roOt 17150 S 'Cr1.�.ZSL.795Q---:--- � len n FrontageJ94_'- 97035 Nall Area - 11cight 1F W-- Lake Oswego �5r3390 1 On Tel (503) 8. I 'Total sq.1'C•__ c Nidi 2'Sq.Ct.40 Sign area/Ile.il;ht 15___ FAX (503) 638-2505 Tacos South Ditecti. n Contact: C. tlreidenbach sign nregon Contr.13oard M 661 �' I,cCter Mat:eri.al ^�_�-Colo _ $l Metro License :r46 plex Face Styrofoam — PLAN 21 Industrial I Park j 1 ;Ol19'rrWPS'I' KAFII-E LAND _ ro N n E LO w w a I 1 WE.- V1 4[ f (i Yi pN�i • P 1 CI'rY OF ? i.GARD RF'CE=IPT CIFPAYMENT RECEIPT NO. a9C_-'- '3hp9N Now SIGNS IN DEPTH INC. CHECK AMOUNT' a 3`x. 00 DEPTH, CASH AMOUNT a 0. 00 ADDRESS a 17150 SW PILKINOTON ROAD PAYMENT DATE a 12 'Vw9p aIiADYVISIQN a l_AJ;E: OSWErGO, OW700N 97035 l PURPOSE OF C'-AYMENT Amu"Ji`!'r PAID F'URPM,"E OF PAYMENT AVOUN-r PAID x l3N P RM I T F SGN 92'-176 10. 00 SIGN PERMIT F= SON 92. 17'/ 25. 00 f I � RMANr_Nl- WAJ-.L... SIGN f I LITAI. W4(:)(JN l PAID 35. ON I 1 rM, .1.17J 40, 5 A W V MEW, to 0 F OCC At J C,Irp Y OF TIGARD M '60N U, A Owner: Cunsolideted--SqPPY Permit NJ,. 2967 ux Address: .7337 S.W. Keble Lino A Buildhij; Address: SaMP occupancy:0-2 Land Use Zone:M----3--Bldg.Type4—HT/5Yiry Zonc: 2 Comments: A Certificate is hemby Viven this day of 19 •4�o that -,;aid building may be occijpied and that it complies with all re(iiiii-munts of the Build- inu Code for the City of Tigard. as approved by the Tigard City Council. A �wpuih%f, In-,praor IRL Building Official T. Pos I Cel-tific;Ile in Conspicuous Place I AZ,.d.- (I (^^ �1�I�tt p, q T'? WHOLESALE PLUMBING -HEATING -INDUSTRIAL -WATERWORKS SUPPLIES PIPE-VALVES•FITTINGS SEND RETURN CORRESPONDENCE is P.O. Box 578$Portland , Oregon 9722.8 May 15 , 1.980 CITY OF TIGARD P .O. Box 23397 Tigard, Oregon 97223 ATTENTION : E. T . Walden , Building Official REFERENCE: Consolidated Supply Co. 7337 S .W. Kable Lane Tigard , Oregon 97223 Dear Mr . Walden: As per your request , Consolidated Supply Co. agrees to complete the following : 1 . Change temporary door closures on office doors to permanent door closures . 2. . Complete combustion air duct for boiler room for fire protection as per our mutual agreement . Sincerely yours , CONSOLLDATED SUPPLY CO. �arl E. Neupert President KEN :kdc EUGENE MEDFORD KLAMATH FALLS PORTLAND SALEM 133551 6th 110 N Gadleld Sneet 91402 625 CB..1 82 10 80x lee '337 S.W.Kable Lane 3475 State Street 97301 p.0.Box 1028 97440 P O.Bnx 1082 P.O.Box 12096 97309 Medfo,11.OR 97501 Klamath Falls,3OR 97801 T�q0 ox 97 8 15031 363 9123 15031888 1821 5031 883 810 P O Box 9188 15031 7798850 Po,tlend,OR 97228 15031 620'� ," BOISE TACOMA AND ANCHORAGF SEATTLE AMERICAN PLUMBING R S1EAM SUPPLY CO. An equal Opportunity Employer 700%Np11thlake Way C98103 526 S 1`e h S-1901 83706 19(78 Pauhc Ave 1425 Spa, Ave P O Box 30105 98103 P.O.Box 7607-83707 income,WA 98-.Jt Ahcho'apc,AK 99501 12061 632 1680 12081 343.2581 12061 383 3661 19071 777 6518 +w as 'Wital +r ■w WASHINGTON COUNTY, OREGON May 14, 1980 Mr. Karl Neupert Consolidated Sup !_y Co. 77)37 SW Kable Lane Tigard, Oregnn ?7223 Gentlemen: ` This is to certify that the referenced building, Consolidated Supply Co. , 7337 SW Kahle Lane, Tigard, is Substantially complete and Temporary Occupanr_y is approved at the owner' s risk due to the following conditions : 1. All fire corridors to be completed pe:. Code requirements including required doer closers. ` 2. The display room ba completed. 3. All required electrical work ..ompleted. 4. Combustion air duct for boiler room completed per agreement. 5. All penetrations through four-hour protected wall be properly protected. 6. All items rEquired by I Public Works & Plan Review be completHu or bonded. Sincerel , i E E. T , Walden, Building Official Gene Birchill , Deputy Fire Marshal Tualatin Rural Fire Prot. Dist. L­_ 12420S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639 4171 -� PROJECT MEMORANDUM to May 1 198 Project no. 7917 _Project CONSOLIDATED SUPPI Y Da TO: Mr. Karl Neupert FROM: Steven A. Lee RE: Fresh Air Intake i A. Please revise the memorandum dated APril 29, 19BO to read as follows: 1 . This morniog I met with Mr. Ed Walden of the Tigard Building Department to discuss the procedures of receiving an occupancy i permit. He and Mr. Gene Birchill will visit the site this morning to survey the buala�ng:30pPm9toss and discusshen theiret with findings. Karl Neupert anJ Ron War 2. Because Mr. Walden and Mr. Birchill met with Karl and Ron during tiler preliminary visit, the afternoon appointment was cancelled. I am of the understanding that an occupancy permit with several conditions will be submitted. 3. Mr. Walden and Mr. Birchill have ap' roved a new arrangement for the fresh air intake in the Boil?r Ro^m. Atfire dooraillutombe tic installed to protect the oPPllsource whene ethe door is activated. shut-off to 0e boiler's fu _ B. In a meeting today with Mr. Walden, we reviewed the duct work for the fresh air intake. He felt the size and location of the lolver was more than adequate and would suffice for this particular s.tuation. ------ -r' Steven ee SAL/js GRIGGS, LEE, RUFF,ANKROM Mr. Ed Walden ARCHITECTS Distribution_ __ - - 205 THE WATER TOWER Mr. Gene Birchill 5331 S.W.MACADAM AVENUE _ -- PORTL'4JD,OR.97201 Mr. Ron Ward PHONE. 7,03-241-1:20 Project File i INSPECTION NOTICEy City of Tigard Building Department 12420 S.W. Main St. Tigard, Oregc n 97223 Phcne 63V-41'i 1 Address �, uhf. r';.� '9-'"' _ Permit #E L u Type of Inspection " 'The following Building gods deficiencies are required Lv be corntbds ' • %.v"'" __— � �,-.,. .N r- ,"S r.,I r�,�•7� t•l:.y�� ^'Cr.. !.f/6."�'r"�•G .'�'G�.�''^'�Q ..r.��• Y / ,fir !' y r - f 7 _ M ► ' 1. f-Rn..�..0 C.�i'.E''�- 4'C/7n(..�.tii ---- _. . ���f, ��'i`'" '=�^="..P..C.•.s rift C<•t�..y'.:.y.-rw+..-% t:�'k�•rC:-['_:t.r,✓ ,�et`--r:J.` l ,.YH..��./ f4W..�� -'�°;,at. 1 Preien-4 t0 -- -- IrlapeatOr `�+�'' ^ � ' r - Doti* 01 CALL ,AOR R /N9*r ONk IC! Y ad ❑ No 1 VAN DOMELEN/L001JENOA S► A88001ATEB CONSULTING SI RUCTURAL ENGINEERS 3933 RW K':Ll Y AV---NUE PORTLANO, OREC40N 97209 503-222 4453 PRINCIPALS ALP'400 M.'MN"3M ELEN DIRK Ni_4 LOOIJINOA w1LLIAM R KLMON ROMP"A NNLLKGR A F=1ATF9 April 30, 1980 A.CMWK3 KALLRA JAMES!KNALP %AM.LIAM 0.EXPO" Mr. Ed Walden Planning Department City of Tigard 12420 S.W. Main Tigard, Oregon Re: Consolidated Supply Dear Mr. Walden, This letter, is sent in response to a phone conversation with Steve Lee from Griggs, Lee, Ruff, Ankrom, Architects. Our office was responsible for the design and preparation of the structural plans for the above building. We also provided random construction review at the jobsite. The structural portion of the work is nearly complete and to the best of our knowledge is in conformance :with the plans except for minor modification to the lateral load system and roof joist and truss system at the office. The contractor asked for and received permission to use an alternate using TJL's which required modification of the drag struts and connections. Sincerely, VAN DOMELEN/LOOIJENGA & ASSOCIATES William R. Kubon WRK:a copy to: Steve Lee PROJECT MEMORANDUM Apr29 1980 Proyect no.�Project_ CONSOLIDATED SUPPLY CO. ---Date r--z--- TO: Mr. Karl Neupert FROM: Steven Lee RE: Occupancy Permit and Fresh Air Intake 1 . This morning I met with Mr. Ed Walden of the Tigard Building Department to discuss the procedures of receiving an occupancy permit. He and Mr. Gene Birchill will visit the site this morning to survey the building's progress and then meet with Karl Neupert and Ron Ward at 1 :30 pm to discuss their findingto 2. Because Mr. Walden and Mr. Birchill met with Karl and Ron during their preliminary visit, the afternoon appointment was cancelled. I am of the understanding that an occupancy permit with several conditions will be submitted. 3. Mr. Walden and Mr. Birchill have approved a Dgw arra for the fresh ai- intake in the Boiler Room. A fire dampertomaticll be installed to protect the opening and connecte shut-off to the boiler's fuel source when th amp i✓✓�Activated. IG'C.�ts 1 J _ ee SAL/js GI IIGGS, LEE, RUFF,ANKRO Mr, Ror w�u Distribution— ARCHITECTS 205 THE WATER TOWER r Mr. Ed Walden 5331 S.W.MACADAM �VENU PORTLAND,OR.97201 Mr. Gene Birchill CL PV7NE: 503-241.2720 SIGN PERMIT APPLICATION rOF TIGARJ Date _ dl��2_., 19.1L No, 04.03 The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 7337 SW Kable APPLICANT: Owner 'iK Lessee _ Authorized Representative _ NAME/COMPANY SIGNS INDEP'IM, INC. _ — _ _ Tel. 5-3390 _ PROPOSED SIGN: Freestanding _Wall Prv;ecth1g _--other SIGN DIMENSIONS 4'x 128' AREA _512 aqft HEIGHT 4' _ WALL AREA PROPER FY FRONTAGE . COST 17 6 ZONING DISTRICT _,_ILLUMINATION MATERIAL STIRDUA COLOR 111,11r COPY CJN3QLlDAxEn SUPpLx CU11IlAD X DRB EXISTING SIGNS: Freestanding Wall Projecting __._ Other COMMENTS: All sign permits must be accompanied by a scalou drawing and plot plan. If work authorized under a sign permit has not been comrieted PLANNING DEPAftTMEN t within ninety days after the issuance of the permit. the permit shall become null and void. Permit FeR_ �'� �' `��� i Approved Appl►canC's S�gnatare-t' rt �c-���c� , . Racal t o. �r Renewal Date Address �a �"EZ92-- Telephone I � vm-, � � 1 j � FG-ZI 0 i ; i 1 G F� (E) A [I I •.l l�f � ~ ��, r\�l �r�~ �• 1 (l (� r�,� � �_l r� C� . �� f� (i , '� I Fj') �,� C..�•Hc� i4.•Vti PG 7O Fc;.• 11 1 F L~Z I rc.- t2 I s ,- Yrs' innIT19m (10017HOUSE 3/�/ 19bn_ 3134 BUILDING PERMIT APPLICATION TIGARD DP.TE_._ - — i_5915-6956 I HE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER P ONEPHONS OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNtOTNO. 4 !!­3R--=jjLQqjrH IRuugtrial _Park _.. OWNERGDnB�11L1Gt+�a St�L1A,�ADDRESS_7337 P.O. Box 1,. =t►uoAA Black Butte Ranch �t�toalFaa.� 141-2720 BUILDER�}klrt3 kienehaW C.dfl.atx ._A_DDFESS _,_ --- ENEWAL ❑ FINE DAMAGE _ ❑ DEMOLITION --- STRUCTURE_ — _.+EW _IKIXAEMODEL F1 ADDITION El REPAIR 0 RESIDENCE L I OMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS C� l PATIO ❑ CARPORT ❑ GoMAGE Ll S?OHAGE ❑ SLABC] FENCE J�— PLAN CF'ECK BY WIN HEAT- -- OCCUPANCY 13-2 LAND USE ZONE � BLDG.TYPE � FIREZONE__ — F�eu,i qa ofPice1 I'Ic�zxanine and stair portion of warehauae area. ---- per plans and code. jheet sR 7 datRd 2/7/80 SEWER PERMIT M - NO.STORiES AREA 213'., NO.BEDROOMS VALUE — OCC.LOAD FLOOR LOADC J11 L j E 1lEIGHT — --- RIGHT SIDE _ BUILDING DEPARTMENT SET BACKS FRONT REAR ` LEFT SIDE _ _ _ --- ING Permit J 40.013 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING THATTHE REGULATIONS AND ALL APPLIC,>BLE CODES AND ORDINANCES, AND Plan Check 20.00 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND AND AND IN COMPLIANCE WITH ALL APPLICABLE COVENANTS. CONTRACDES AND TOR AND SUB CS. OE ISSUANCE NTRACTORS S OF HAVE CURRENT I ,C TY BUSINESS Subtotal, t)0•(J0 LICENRESTSE. IVE SF --- _ LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax �` 1.60 — SDC— TotalTd 'P 1•b0 APPLICANT OR AGENT PDCMByP1' — — PHONE CApprC,..I?'9 -^- Receipt No. ADDRESS i DATE INSP. TYPE INSPECTION ` _ w - REMARKS PLUMBING _- DATE �J �✓ Contractor - -' Permit(4o i Rcugh-ir, - -- - -- Fixt:-re ----- - --_ Final --� --- - HEATING `- --- -- -' Contractor - -- Permit No. T - - Gas or Oil - -_.. Rough-in Final - - I --- --- SEWER - - - - -.- Final _ -, - DRIVEWAY- --�-- - -- Final -- -- Storm ftrainaW -�- (Rain ;rein) Final - -- Sidewalk - - `-' -'--- - Curb&Street Flnal Approach DEPT.FINAL - �- TEMPORARY CERTIFtCA7E OCCUPANCY --- -"--- -- CERTIFICATE OCCUPANCY Final Landtcnping -- Zoning Final T BUILDING PERM ITAPPLICATION TIGARD DATE._ 3 5 ,Tg 80 3103 THE UNUI:RSI';NED HERI'BY APPL,''S FOP A PERMIT FOH THF WOHK HCPFIN INDICATED BUILDER PHONE S9J`6956 OR AS SHOWN.AND APPROVED IN THE A,;UOMPANYING PLANS AND SPECIFICATIONS, OWNER PHO _ OWNER' -)1)SUlidated SUPt�� JES7337 SW Kable Lane LOTNO.µ-S� - ar -- _ pTADDRS-- -5 ffUe r a I-N-ik P.O. Bax 135 ARCHITECT Griggs, Lee & Ruff BUILDER IJOrr-I .11anshad Constr• ADDRESSS lack Butte Ifanch 241-2720 STRUCTURE X*EW Ll REMODEL 1_1 ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRED'AMAGE ❑ DEMOLITION ❑ RESIDENCE LX COMM ❑ EDUCATIONAL ❑ GOV'T I.J RELIGIOUS D PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ®"2 LAND USE ZONE BLDG.TYPE . '�N_FIRE ZONE 2 PLAN CHEcK BY nWN HEAT—' _ Install showroom modifications per plana and code. ""'leets SR 1 thru 6 dated 2/7/80. Separate setter permit is required. SEWER PERMIT M — ------------ C,LOAD __ FLOOR LOADLoncreNOGH_T_ NO.STORIES AREA35" NO.BEDROOMS LDING _ VALUE�i�iO,t�L '. BU' DEPARTMENT -- _ SET BACKS FRONT_ REAR _ LEFT SIDE_ RIGHT SIDE Permit L-187.DD THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED INF-W!9616' ING CODE, ZONING Plan Check 93. 60REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE _ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Sub-total 280,50WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSHNESS State Tax 4, 'jam tl C 1 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total $207. Slit - SDC- - —_ — By p1 PDC# APPLICANT OR AQENT Approved UWH Recelpt No. �� /1UURESt3 - -�— - - PHONE i I -.a:suMdtltv""!Y'a4rllilN�r�r�sr� �1'OUtlYvlYr1tr' ,. ,.. .. «yY,}, araarewwrwa.Kurwaa+�+�.:.:a:-:ercwwwn..rauuriawxi,n.. ;,� DATE INSP.1 TYPE INSPECTION REMARKS PLUMBING DATE 3 4 4. ezMJ �/�titu�+�. - Contractor Permit No. — Rough-in -- -- Fixture - -- -._. --- Final HEATING — Contractor ---- --- Permit No. 2O_ Ge-or Oil — --- -- ---- --- 9ough in -- - - - - --------_..----- - - Final -- -- - - - SEWER - ------- -------- .-- final DRIVEWAY p -- ----, - I--- ------ .____.�_---------.-_�----� Final -� _ --- Storm Drainage - - _---- -�--,_ -__�—_-.-._.------.--�_-- (gain Drain)Final --- - -- Sidewalk - -- -- ---�-'- -- ---_----_—` --- Curb a Street Final � Approach BLDG _. DEPT. FINAL —T CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final__ Landscaping Zoning Final NIT IT CF PARTIAL PLA1,S REVIE4 ONLY 39C-Ian a ,e (TMIS tS NOT A OUIl01NG I'MAITh / f Building younbbltC�a4ec� SyQt /' Sw. Ksxb�e LAH� �` »" 3 0'q o_ 737 _ .-- Tia• oo4� n3 -- -_— •'A _ LL Address Courtly \� �ii_�! hrcVnanCY ---_'a7_ Con►t. . �. Sound Value - Plan Fee Archifecf —G New Bldg. Addition Alteration Dare Received Owner Hansel n�.r(.dy �� _� Add.ess 733Z__.�.!t1_F��LIt N r Dere Rev ewed Stories Area /� AtticCC / Ftre Wa s Fire Escapes ht ____�. Ernie �__�/_ ft. an r,r, 9a,rment Hi. Tor.Width Stairs / Vert. Shafts / Sprinklers _/_ ` [0_. Men. Alarm C'oeed —'=r S.P. ,� I � �qq Cased No v• Area Covered In. Sise Ear, Ext, �C All s!_ Ht. Det. /__` — Floor �v�tt—_ t:eiling Q��_�._ Roof �'� T 5tr. Members C'at, No. Tree Area Covd Watt cover _CAXV^.SNor, rm- enCl. Tvoe H1g. System �, Fuel Eat. „r, — Type flee __ __ Pa-tial approval of submitted plans is not an approval Of Omissions or oversights of local by this Office or of non compliance with a^v applicable ~egulations REMARKS: revie��oK� -_-;-- .An i•�.e 147G o'r� `�--t��� C-rYe l.�Fe _�4�.� ire '35 l�l�_ ..}_..rla�.���`C `T--L_f K��-L..1 K ,�/I�t���Q���Vl.�.�.���Cr►1GY YQ I 1 3 O N !a C�1 S 1 C�! . _.�. .S e C T l 0 a3e ! o v i n,ev�'E a Xces[�,v�qg ool 000 (jl s �oc I I n..�_�GP 4 a�ec>` o rn -�- r �e s F o� lnY V—�.���cQ:In A. �_•f't�....._,.,•.2�_...lis s I +l^•.l-t- �� �,teccam' c �---r--�`______�_►L,,,._._,_.._ U i _S._ S_►..fig-_. �c��i�oN ��Jer teas 4s a partial review only for il,eAS that are not exempt or no contract exists between jurisdictions. '0!'ies to: File, De�+uty, 3'dd, Dept,_Records _^ __�` ►�? E:camine� b}r NOTICE OF PLAIC P&ID� (CONTINUM) Pr,, Z OF -2- 6# low Art. NJ lolf.0-mo - t)k0L1t)ATf+ll SUPPLY BUILDING PERMIT APPLICATION TIGARD DATE 19 -_ 3053 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 227-1171 OR AS SHOWN AND APPROVED IN THE ACCOMPA14YING PLANS AND SPECIF CATIONS. OWNER PHONE LOT NO. y �i ars,: OWNER Cvneolidvtc_c! S._ JOBADDFIESS 1337 S.W. !;able l.Anc tidu8trial ARCHITECT ENGINEER BUILDER Viking; Auto Sprii„klet- CADDRESS 3245 N.W•Nrout Avn Fort DESIGNER STRUCTURE 7 NEW ❑ REMODEL ❑ ADDI110N ❑ REPAIR ❑ RENEWAL Ll FIRE DAMAGE Ci DEMOLITION 11 RESIDENCE D=COMM Cl EDUCATIONAL E. GOWT RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY l 2_LAND USE ZONE -u=3—BLDG.TYPE Ai t b FIREZONE _PLAN CHECK BY !KYU HEAT_ – ___ lire Sprinklers – c.mistruct aut'o,tatie tine sprinkler systeu. per plans by Viking Auto -- ' prirt ler co. All per. code S If'« 13. 'Sec review by Tualatin Dire DistriCt allttschad. ----------- SEWER PERMIT N 0 F F i A OCC.LOAD FLOOR LOAD _HEIGHT_ _ NO.STORIES AREA 14 I NO.BEDROOMS VALUE 1' BUILDING DEPARTMENT SET BACKS FRONT _ REAR _ LEFT SIDE 'RIGHT SIDE__ Permit _ ��G•UU THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING RESIU ATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Pian Check WOHK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal_ RESTRICTIVE COVENANTS. CONTRACTOR AND S11B CONTRACTORS 70 HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC– Total _ _ PDCN APPLirAN7ORAGENT By Receipt No. Approved ADDRESS - PHONE i 9 i PLUMBING DATE REMARKS DATE INSP. TYPE 'NSP_FCTIONI��_ "A Contractor permit No. • Rough-in Fixture Final HEATING Contractor Permit No. Gas Of Oil Rough-in Final IjEWER ..... Final DRIVEWAY Final Storm DrainsgP ,Aain Drain)Final -------------- Sidevialk Curb&Street Final Approach CER I I E OCCUPANCY Final TEMPORARY DEPT. FINAL CERTIFICATE OCCUPANCY Lrricisr.aping Zoning Final ...............nw+as.•••W tlnWiA..NROWYF..WYY K ':• -a�'- DEIAATH-e NT 010 C©MA..{RCl—PLANS R{ViPW ACTION NOTICE OF PLANS REVIEW �R2D1{K:l)i,itq[.dRiX7GIR?{)tl[Ii.�lIt10�Y*Rf101i111 H JalD( Building CONSOLIDATED SUPPLY (THIS 11 MUT A SUl•DINO IIRMIr) SPRINKLERS {ulldinq _. TI GA RD �_- 80-74 Nn. WASHINGTON RdG.ss Camry, _ Occupancy . 13-•2 Con►r.__iV Sound Value_5EE ORIG�N/¢4n)�VIEW A.rhitecr VIKING AUTOM& C SPRINKLERS New Bldg. ❑ Addition ❑ Alteration Date Received --1123/80 � (Lunen CONSOLIDATED SUPPLY Address TIGARD Data Reviewed 1/25180 Stories --- Area Attic / Fire Wills Fire Escapes _ Exits MNn Fla {Yrmeno W. Stops J- �• SPRINKLERS Tot.%V;41%Stain / closedVert. 5hefts �/`_^� Sprinklers __J_�J__ Man. Alam S,/, No Tet Aro&Co•.red Inn. {i.e ler. Ewt. _ J lit. Dot, / _.,/ _ Floor._ Co Cl.Ns No. iling Roof St,M Tpse Are.Cuvd, amltNA Wall cover_ -J_ Nor. rm. enel. Type flue. Type Mfg. System Faret Est, Ino. 7.1e submitted plan{ have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. _ checked on the enclosed list are applicable. itir:se items and any specially noted provisions must be incorporated into ;he project to meet cur-rent fire protection regulations. Ap roval of submitted plans is not an approval o� omissions or overs+nhts by this office. or of noncompliance with any applicable regulations of local government. REMARKS: THIS REVIEW IS S FOR THE OFFICE SYSTEM AS NOTED AND REQUIkED IN REVIEW.#79-1626. MI LDING_WAS REVIEWED 9 19/_i9s PLANS RFVIE[j�9-_1219. 1 ) '1 HIS REVIEWDOES NOT COVER WSULkNCE F.EGULATIMS OR CREDITS. 2) TRAPEZF HANGER SUPPORTING MAIN LINES Mt'ST-BE CHECKED BY TRUIS JOIST COR_P(;RATION FUR- CONCE FRATEED LOADS. AND DATA SUPPORTING SAME IS TO BE S.'JBMIT_TED Tr) Ti CARD 13lIILDING DFP'Y. -i) PLANS ARE ACCEPTABLE SUBJECT TO ABOVE NOTES. It Examined by _ I+TILLI_A'l Fe ANDERSON 'opies to: l�PP4� _�j,X111l�11,SF11.(�WN�R�"DG•pgp _ FDEPT.LELEC. Dor. �R FIRI:_----_._ ._�_.._,_-_ Ty rFY / VICE OF- PAMAl_ PLNIS RDIL4 ifll_Y Soo-len 1VNIS 15NOTA BUILDING ►faMlil r Nn 8�,d,ng Address Occupancy --------- Const. Sound Value __.._Y.______.___. flan Fee -_ ArEh+act _ _ New Bldg. ❑ Addition ❑ Al;ara+ion Date Received 0.,q, Address Dale Reviewed S+o es Area _/ _ Attic ._/ Fire Walls _ Fire Escapes _ r ___ tans Mann Fir. easement H+. Slops lot.Wld+,. e S+a rs -_/ Vert, Shafts �/� Sprinklers Man, Alarm ____. S P. Closed Closed No yes Area Covered Int. Sue Eat. E.+ Ht. Det. .._/_�./ Voor ____ Ceiling _— Roof —____ 5'r. Merri er$ r..�- r. ats No. Type Area Covd. .va'' cover / Hip. re". encl. _ Tvpe flue __.—__—_ Type Htg. Sys'ern ___. __ Fuel Fat. Partial approval of suUmitted alanS is not n approval of omissions or oversights by this office or of non-compliance with a'"v al'piicahle re ulatinns of local 4overntlient. _ r� RE,'AARKS: L oy t' /ij--g r" , ate__ 1 N d t r_ is a/ v wJ I c yr _ Cj M 1 r 2.+_a—tr�.12 k ri w'✓1 vi .� r • 4 • I �_ it 1 N fC L �. s2. w i�. P k r r- 14 1 Ls © ti r= 4� �+gds t err rte_ i�^ I Oig- 'r•'s is a partial, revielt only for areas 'het are not exempt or no contract exists het'.vnn jurisdiction, t C oiy T7414 � a Fs to: File�e� ity, 3iidd. dept, Records —`G.o rot✓_,f' �c r rn i^n.l h •-,� fe----Q-- �''"'r,4f' _ _ 1 �iS,3Tt:� F ^ HM 117 • 1UALAT114. 0kCGON V106) 0 11140111 611).1(101 y AUS'-rI L rYA'.•IMUKt(. (iM F Y SPRINKLER P,AN k1VIEW" STANUARW ILD H IMS Apr1•oval of submitted plans does not constitute approval of any omissions or over, ights nor of non-compliance with any applic,ible ro(lulation, of local !1overnvient that may exceed State requir•ewcnts. 1 . lhiti p4 n review does riot cc,'.,er information for insurance credit. �.) 1hi5 is not a State Plans Review. A member of this office shall witness all hydrostatic , flushing, pneumatic , alarm functiun, and trip tests of all piping relating to automatic st.)rinkler equipment ano undery ro-lnd leading to that equipment. Please notify this office twe•O.y four (24) hours prior to testing aly portion of the automatic fire protection equipment. A copy of the contractor' s material arid test certific=ate shall be forwarded to this office after completion of all testing and flushinq. { 5. The installer shall properly identify this hydraulically designed auto- matic sprinkler system by a permanently attached placard indicating the location, and the basis of det,ign (discharge density over designed area of disciiarge, including gallons per minute and residual pressure demand at base of riser). See 14FPA :-'13, Fiqure A-7-1 .2. , Sample Nameplate. 6. Automatic sprinkler equipment shown on the submitted marls is designed to provide a pre-determined minimum amount of protec=tion for this particular structure, occupancy, and hazard, given the current water supply. Alter- ation of the automatic sprinkler equipment , building or introduction of � a more hazardous situation, occupant, or reduction in water supply may leave the automatic sprinkler eq-.0 prient ineffective in providing adequate protection. If anv of the above :.hould occur, this department may write orders to cease and desist operations , orders to vacate , or orders to upgrade fire nrot.ection. G1: Where wet automatic sprinkler equipment is subject to freezing, it shall be protected by providing heat ( r insulation to maintain a minimum temper- ature of 400F. fi I Provide spare automatic sprinkler heads , head wrenc=h and ca!)inet as Co spelled out in NFPA Standard #13. Gene Girchiil Sprinkler Speciali,t (IS:dM 1 a� irlhc_rh SY5TEt" . _ _-..- ... 10* BUILDING PERP IIT APPLICATION TIGARD DATE- THF UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREII J INDICATED BUILDER-PHONE — OP AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER ;.unsnjjdGt:c�c ��7��ADDRESS 733*7 5ij Kaable Larry LOT NO. - i'� ARCHITECTC}�,� DUII_DER1)X cine. f11Jt1] 5�rir�kl. ER CAWRESS .3245 NW Front._,j1iG+„ DNSIGNER STRUCTURE NEW ❑ REMODEL_ ❑ ADDITION ❑ REPAIR ❑ RENEWAL CJ FIREDAMAGE ❑ DEMOLITION n RESIDENCE ❑ GOMM ❑ EDUCATIONAL. ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY 13–i' LANDUSEZONE r'+" BLDG.TYPE 4HT—A — 2 —" — FIRE ZONE PLAN CH=CK BY 7 h F_UIiEAT 5pr.inkjej-,9 _ I urjot.juct automatic System ,�Ar lane try 11a.'citr 14t ---- f/m<I t. ; _-- ';j)r.ink1vr ''u. I.l rar code NfPA 11. rv%iiaw by TU010tln FiUfiatrict Att, �chr��. — A SEWER PERMITM _ OCC.LOAD FLOOR LOAD_ ----- ___ _ _HEIGHT :'; NO.STORIES .1 AREA 48 9U BUILDING DCFARrMENT -- p0•BEDROOMS •VALUE$35 9 — .I SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE y Permit $145. ; !; — — _ --- - THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND onDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Subtotal KITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE STRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax Sy BIl LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. Total 150 .81' -- _- Prca By APPLICA O AGENT -- _ Approved I ?celpt No. PHONIF - DATE IINSF TYPE INSPECTION REMARKS PLUMBING DATE op Y Contractor Permit No, Rough-in Fixture Final--- HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Dre naW (Rain chain(Final Sidewalk— Curb&Street Final Storm Approach BLDG. DEPT. FINALTEMPORARY EPTIFICATE OCCUPANCY CEWT.FICATE OCCUPANCY Final T Landscaping Zcritog Finni + r"r . !'Pr?.TNK?..Fr "1 P,,TRIri "^'trnLT.f11tTrf BUILDING PERMITAPPLICA'!'ION TIGARD DATE s_ 3M THE UNDER;5iGNED HEREBY API-'LIES FOR A PERMi I FOR THE WORK HEREIN INDICATED BUILDER PHONE L--'J-95--6926 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNEP PHONE LOf NO. ._" %111—T-DiARLI UVyNER 4ansolideted '1337 SU lCaUl p I qns I tt AL DARK P.O. Box 13b ARCHITECT ENGINEER 13JILDERUard Henshew CQnstr, ADDRESS Filack UUtte Renck DESIGNER STRUCTURE L�NEW REMODEL ❑ ADDITION Ca REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE E-YCOMM CI EDUCATIONAL Cl GOV'T ❑ RELIGIOUS ❑ PAT(Q 0 CARPORT ❑ QARAGE ❑ STORAGE Cl SLAB FENCE OCCUPANCY LAND USEZONE A BLDG.TYPE --FIREZONE— .-_PLAN CHECK BY Dl,?li—HEAT— _: FIRL SPRtNKLE.R MAIN5t Construct site water: mains and hydrants Cor `- ^ _ �iut:umat,ic f irc 5prink3er syt tern, 5hpat M—!_ dated 9/.�/79 by `--- Griyys, Leet, '?uf t'. SEWER PiERMIT M OCC.LOAD _ FLOOR LOAD _HEIGHT NO.STORIES_ _ AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT' SETBACKS FRONT` 'REAR LEFT SIDE ^` RIGHT SIDE ^� ' Pern!t _ r ')!'l THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONT,JNED IN THE BUILDING CODE, ZONING REGULA?!ONS AND ALL APPLICABLE CODES AND OADINANCFS, AND IT IS HEREBY AGREED THAI THE Plan Check — WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANU SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CCNTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 2.40 sac— Total -jam, ( _ By }71 PL'C# APPLICANT OR AGENT Approved Dili II Pecelpt No. �`�/. ADDRE5s ---PHONE DATE �INSP. TYP�'r INSPECTION REMARKS— PLUMBING DATE Contractor Permit No. Rough-in Fixture Final HEATING Contractor Fermit No, Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm V-nage (Rair Drain)Final Sidewalk Curb&Street Final n a' DRIVEWAY Final ( is R ir Drain) Sid j'_lk Curb&St, Approach 9:-0G,. DEPT, FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CF IFICATE OCCUPANCY Landscaping Zoning Final as noted Foy 1Ae Condhi Shm, NYUNAI.It li, 1.!f hip l !J . t, I I 'COW and final heCtM)n 1--! to F - I'ktnsFF and and-+ NAME CCT'Sc,A I D fi reb (<f�'�Y ._UCA I ION _... 7337 SCJ k"j,6,. 44 AIF Tr4/►.e[� OAC" TUB ' IiUII DING__-LU :NuwSE - 4.OAo ,A., " �, (r�CIAj� 4 Qc�Uc //��-,+� /4 �EI�T� SYSTEM NO. - - CONTRACTOR ._.�,(1C7NG /}u ra,tt/y)-IL Sf%riUKtCX �'� CONTRACT NO. _7r�'S�.3� c;ALCULATED BY_ �?Nt TN �• CLl6LEr DRAWING NO. CONSTRUCTION: F]COMBUSTIBLE NON-COMHUSTILILE _ OCCUPANCY i-oA DIN C, CEILING HEIGHT��__,�FT• ____ Doc rt __ _�Z ��.�I�Sc. I NFPA 13: ❑ LT. HA Z, ORD. HAZ. GP. ❑ O 3 EX. HAZ. 1 z NFPA 231 [] NFPA 231C: FIGIJRE=` - , 2- CUR �_ 0 OTHER (Specify) Y�/ _._MuDiFFIG S'-a'.� _ Cn' SPECIF'C RULINGMADE BY DATE - AREA OF SPRINKLER OPERATION Z& d s� SYSTEM TYPE -- s DENSITY 2,1WET DRY [] DELUGE PRE-ACTION_ } AREA PER SPRINKLER /Z� Sr' SPRINK ER OR NOZZI.IE HOSE ALLOWANCE GPM: INSIDE __. /S-y MAKE�,' iN .L. K-FACTOR MODEL �51'AZ , k�rsHT' �1 HOSE ALLOWANCE GPM: OUTSIDE _ 3Sz SIZE_—, Z 2L3____ $. RACK SPRINKLER ALLOWANCE TEMPF_RATURE RATING _ U - .. ATiGN ; UPM REQUIRED A_73' 4 — 74,47 �-- r _ __ PSI REC�UIRED AT BASE OF RISER 101 c Ry "C" FACTOR USED- OVERHEAD /C)O . UNDERGROUND I� I �' • a BATEfLELow TEST f--+11dE'-BATA TANK off R SyQja r DATE d TIME RATED CAPACITY CAPACITY.______._______-_ Ii STATIC PSI -'� AT PSI ELEVATION RESIDUAL PSI21 .-____ ELEVATION GPM FLOWING ELEVATION PROOF' FLOW_ -- GPM LOCATION - -� _Zn d, SiIL _ - --- - SOURC OF INFORMATION - +MOCI T Y CLASS 1 OHAGE HEIGHT f /LT(o Tr __-_ LOCATION 1 _- - —. AREA AISLE WIDTH--- LID c^ 1 vFiAGE METHOD: SOLID PILED Vf}2/E. _L_90 PALLETIZED.- 9 t 5 % RACK 46 C) SINGLE ROW CONVENTIONAL PALLET C ALITOMATIC SIORA13E ENCAPSULATED DOUBLE ROW SLAVE PALLET G SOLID SHELVINC �NCN C MULTIPLE ROW Cj OPEN ENCAPSULATED D Y s FLUE 9PACINO IN I CLEARANCE FROM TUQ_ �:I TO. I 1 o LONGITUDINAL TPIANSV _------ _. ----- F' 'a— I N. HOFUZONTAL 8ARFMEft PROVIDED btri 0/I6 i c I.. L I • • - • • - • r - - • R wmwlm iYYrWiWYWiiWYYW YiY IIIiIYYIYW YYYYYYiYiiWllii ' SIMON WIN 11■■rr•` 11 ■E■ ■ ._....... . .,.,,y,.,,,��...._. ..,._ .. y_..s,•_:_�-„_,. :. - ..,fir�� _ WATER FLOW TEST SUMMARY SHEET ” ` '' ,�' Vol r•1 ISD Pitot Press. Flow Residual pate: Time: Cort. res PSI qpm psi Cont . Name: �NS4t� 1L�r4TF_p Sw�! Address: 3 -7 i F=low Statics Press: 0 7 psi Flow Ob 20 psi upm 110 r I !: ;;k6-10 PM I. I .:rD�lAl PSI /LI co' —im Le _ cal -ILL1. 111111111111 1111 mill � w N,� ✓ � a Ono 10 1 )0 9Jl' a � (NI) HA) )UO 1400 1600 1 4 80n 'hJn 1600 2000 24, 2800 3200 ' �v�iM► Water Flow gpm M ate, uM"m "a M6 URFA I IAI 03 1.1k, 'Q f ''W-01, I IJA ILT OIRLAJON r1k # I (3,A15f; Iv. 1.2-16 OLNo f: IIORACA 0 1 5-' w.)ft" III ylr', VIKINt, ()1j1O NW FRONT' LANflio Oki 9'/ >1.O A as noted FLOW TIES7 IRESUL 1*':; L 1 S I A I I C* I For the Conditions Shown, Subject to RLS111111AL Al :0'7O.0 G P M 97.00 pS I Cover and Final Inspection. Errors and I I Omissi ins ex.epted. PRESSURE AVATI ABI E: Al 1.3*'3 4 m 102 63 P5 By< -0 - ['<if,I( Tualatin Fire District 1,(.IMMoRY fW' SPRI.NKLER ACTUAL MINIMI,M P R li.SO)I I R E i..OW FLOW K-FACTOR .......... '2. 17 38.61. 23 o 50 2 19.Y4 ;36.6:1 23.5;8 Oo2O 2161 18.28 35.06 23*5B H#20 266 14. x! 3.1. 0 5 23.5E3 8,20 26 13#50 3001.3 23 !".i8 E I 12o7? 29o31 23458 8420 6 1. 1.30 213*76 23,51:1 11*20 2M 12.0.' 43 23,50 8*20 2/1. .11 1 09 2f1.27 23 o 58 Fi#20 272 11 .85 2 EI,2 3 23158 8,,20 1941 9.38 1. 61'1 23.50 8.20 .7'1 2 Y 5, 1.7.C" 11 . 22 23.58 0#20 2Y6 15.23 32*00 23,511 8,20 297 12.33 28-80 23-50 8*20 14,98 1.1 . 18 `?.4 ' 13.5£1 8020 299 10.36 26.39 ?:3.`.i8 8o20 300 9,76 25.64 23,58 8,20 301 9.40 25, 11.4 23o58 8020 302 9018 24o84 23.'59 8.20 303 94,07 24,70 23*58 8,20 3 'B ,. 04 9*04 24.66 23,5 8o20 305 11, 6139 27o67 23*58 8*20 306 1-0430 26.31 23-58 8#20 307 9.`.51 2ti o'2 9 23,58 8,20 308 8.96 24.55 23*5R 8.20 309 8o60 24.05 23,58 8.'20 20 310 8139 23.76 23.58 0420 311 8*30 23.62 23.58 802V 312 9o27 23.58 23.58 8*20 I's U f y All, I1F<F i'. I y 1, IAJI I NI no IM �) Lf, 11 m no W T (A I I I.I I IWI I Al 4 1,! 'M 01'M A is noted I ow, ",I I For the Conditions Shown, Subject to -)i, W"I I'-R R f..:0 1.111 L M F"N 1 411) Cover and Final Inspection. Errors and AT 0 t.; 63 f"i I Omissi ms exrepted. r MAXIMUM PRL.--(,.3)SLJRE UNFIALANUE, IN 1-00PS 0.O*le) T By kl MAXIMUM V El OC I y 1N P 1.f T i a .78 F Is Tdc-tin Fire District hoolp", =WIN"1, y I If;d:; l.11 x:111111 Irll i 1 I Ii I I I I ! t1IJ'.L'I 1 1r/a L U ;,111 1 I r I I LIAI,'II I I lili�' 1'I r ! F.C!M 1!, I I tl�, 11 I 1r•1 Wm N. I' II'I I" I 'i I ' ! QI no j� W Ias•rated For Me Conditions Shown, Subjec�l .150 0.00150 ♦ 1 !{ ( .1 L .' I"J 'Inal In,Wfi-)n Errors au. 1.1 23. . t 1 F ....0 O I 0000 F'l:. l)..:.t3 Oln t .r,ti excepted. FIN L 100 1 /. '�0 I"'F 0.4'1' OKI... 304110 24.66 1 .610 L I. j0 0. 11..54 P'T 9.04(:.504) TltB'c"ill(t �-al'; District J 0 41:1.24 F='T'/0 F 6.00 PE 0►428 NN1 C; 100 T' 13.50 PF 1. 656 '.';'2292 I. .6:10 I... 0.50 0. 1.1.54 PT 10.d (x'92) a 48►:'4 F' T�/0 I e).00 PL 0#22 NN C 100 'T 6.''50 PF' 0,75 'l 1 2721111 28,23 4► 124 L_ E2.1:33 0.0029 PT :t 1. .815(272) U 76. 47 F.=O/O 1. 0.0() F,E 0.00 NO 1. C 1.00 1 :I.:'.1:)3 FI::* 0.04 FT 1.1 .89(2'71 ) 303 311 1. .:31:10 t.. f.50 0.06:12 F''I £3►30(3:tJ. ) 0 23.62 F'µ'0/O f 0.00 PE 0►28 BN (:: I.()0 'T ' ►*50 PF 0.49 3Oai.ii.� 1. 70 t. .,1 r! L. 7.50 0. 1.1.5-11 PT 9#07(303) fl 413.32 1 6.00 PE 0,28 L{N 1. C. 1.0:a .1 J.3.50 PF' 1 .56 271. 291 :1 .610 I.. 0.50 0. 1-157 F T 10.Y I. (IV. G 48.:32 F=T/O F 6►00 PE. 0.122 ' NR C, 1.00 T 6.:10 F.F* 0.75 270 271110 104 .74 4 . 1. '4 I._ 1.2.8:3 0.0100 PT 11 .0(3(271 ) 0 153.06 F=0/0 F 0.00 PE (.`.00 NC,I C, :100 T' 12►£:I3 PF 0. 1.3 F'T 1 :'.01 (270) 302 310 16300 L. 7.50 0.06,*59 F:"1* 0,39(;31.0) 0 ?'3.'76 F=0/0 I' 0.00 PF: 0. .'.1:) f1N (.: 1.00 'T' 7.:'`iO PI 0 . 4H 290 302DO 24.84 J. .610 I.. 7.;:i0 0, 1170 PT 9. 16(30,:1 J 14 48.60 F=T/0 F 6.00 F'E: 0.28 PN 1 C; 1.00 1 13.50 PF' 1 .58 270 290 1 .61 0 i... 0."`,0 0. 11 '0 PT 11 .02(290) a 4b . •)0 . =T/O 1 6.00 PFS 0,22 NR C: 100 T 6.50 PF 0076 'h9 2 7 0 D Q 181. .49 4► i24 I. 1 '.83 0.0213 PT 12.00(:?70) CJ 230.011 F'-O/0 1 0.00 OFF 0.00 NC:I C' 100 T 1 '.83 PF 0.27 FT 12.27(269) ( 1.-..0 U 1 5 L)P M I T' ("r,i. CONSUL] 11A I'l-Al ,)U r'! 1 1. 1 1W nDI-D) M as noted. For the Conditions Shown, SubjeA to 3U1 ."OY3(f 0 1 1) IA; wr and Hnal Inspection. Errrr3 and -A 05 V--?O/o F 0000 f"E.. o Omllsbrls excepted. PN c 10o T 7.;:;o 1'.r 0.51 1!E)9 301 DU -"Zi. 14 1 *610 '5 0 0 1.:156 F'7 9,'39 301 Tua'atin Fire District 14 4 9..1.9 F:*=1'/o 6.00 P1: o. ..,a 14N1 r too r 13#50 FIF 1� 1 6'1 269 2139 1 .610 1.. ()-!"() () 1.1 Y6 P T J.1 #20 289 U 45', 1.5' i:-=*r/o F 6# Oo P E 0#22 NR c too 'r 6.L.-'j 0 PF 0.78 2 613 2 6 9 f.'I 1.4 'rib.E I T-j 4# 124 L 12.83 0.036.': F''1 1xil.213(269 U 308.0;3 v:-0/0 F 0.00 Pf. 0100 Nfl I c too r 1,x..83 P'r:' 0.47 300 308 1 .380 L. /-5() U.0701 P I 13.96(3013 0 214.55 F'---0 0 F, 0400 PE 0#28 PN C :LOU '1 7,50 F,FL 0.".i3#"j3 2(:)13 300D0 25 s 64 1 #610 L -/-50 0. J,-'4 PT 9# 77(300) U 50. 1<? F r--'(/0 F 6#00 F,I:: 0.28 E,N I C 1.00 T 13450 PF 1 .68 268 288 :1. .610 L 0,;;0 ()- :L '12 PT I-It73(288) ":i0. 19 v o I: 6,00 PE 0#22 NP C t 00 T el."•.'10 I...F:: 0.81 '267 2 6 EJ 1) ;3;3;'.:34 4. le"A L. 1.2.03:3 0.0;', -5 0 P T 12.76(260) Ct ;387.:x3 F-0/0 V 0.00 PE 0.00 NC'l C 100 7 12.83 PF 0,72 FT 13.48(267) 299 '30/ F)0 L -'50 0,0740 P 1 9#51 (307) 25,*.1.9 V::-()/() 0.00 PE-'' 0-28 FIN C 100 1.SO PF0#55 28/ 2921,1g.4 26.139 1. .61.0 7-50 0. 1.;3:1.1. r:'T 10.;34(299) 51 .61:7 F'=:'T'/o F. 6,00 Pt- U.28 BNI C 100 1* 33411-50 PF I 267 207 1 .610 1 0.50 0. 1,:311 F,-r 12#39Q87) 0 01 614 F T, /0 F 6s00 PE 0.22) NR C 4.50 P F, 0.81-5, 26 A 26'l 4 1.'14 12,83 0.0 7g[, P-7 13-46(267) NC I 1 F 0.00 4- 0.00 100 T 12#83 PF I .02 PT 14.48( 266) I . 11 ­ - „ . --. y _ry,�,,, . r.'b: ,1.al1'w o'AkA,vp l�*,,,1, ,�'�ar.k.,iso-J. > dn:,`'� ,at;.. _ V„+ r ,�.-i - _ :.., ,t :, ��) �X 1�Ic -” t'1 '- +% ���r'fe) +Y " f"i,,y! .''.-_.• 4 I 4'1t t r i /•� f��'•'' 1/ __„J1 . A r., 1k �Lrj GMC ('�.'It L � CI . (�'`��y '. C ' y' (' 4 ! G) r �'a � }�f I Isle t,. \ 'A" � f• ,q on, r: /1 44,I.t7' ti, .r A•4' 4 t, ..,x„ . y 1 �4 . • (� I , . ,%`2 .1. u '4 J 1 i' JV /,T�/C Fp11/ V'IF 1J w1yrAyy 1 1 'N Na 'Mf 4 rJrt , � � 2 w w 'h M Jr v+ , LL �((.�'7 r� wl / I -_,_ _ __ _ ---1 t ___.. _ ._ _ _ _.._,_... . _w.Wit.._... x: _. . ��'.�, --- rr ,� r --------•- .. __ r' 1_ A�� 4 � � sk d� A F`+i Q ir J fo 'r,�/' ;i, 7;�r��7,.:�-.:i:.;-�-..7:�-,�-�z-::--, rr:.,1 t� 1xS' ti' .� 1 ai 'i �� <?. a ---C r 1 ?� l v , J _._ �f, I 1 U c)1 !�I .:r �11 ,� 3 I it , � tC)---- .0- ... _.. -.(. _ , -o-----•------U 0-_,_« .,. -p. .U_-. ____1_0______-0--------0—. _ _-.,._,.- _--•-_--_,,a �-_.--_ --- (J.••------__•(;�-- --- _-p -0 4r t . fi�rr,, ® t;,, a r �. ) 4) f �`! v + r, 1. {)----C. _ __ ( � ( _(;}.__ , ,�._ t_-1 `t ° ' , 1 A ` fit ` �' t \ �1 ��, tr 3M \��440, L) � ISI }''i y I, 1 l I t \ I '�+ ! !�' r `� St ,(Y K�oi , �!'1� I r 17E7f 1:1. fi/. f``•I� 1 Rr� I%, SRR "r /rtf' .. h• O`gN .,f,:.-, r A`I `� . ' '4 �' I �,t� ' t~ Z 2 /e z �' ,r' li.-. r + #1 (' < arf W _. r _ �._..... ).. 1. + y _9 -- . \ i'-• f„} {f .-. ^( -' -'�:d } t ! 0, (7 _ . ( t ... _ . _,rr .t �. _...__.._,_ t V' I" . �)ijo , �� i (tl \ �T3 Ila# i•) I (v l.) $ lit bol 1111.',1"�i 0''1; I I l;l I I IIHM I I I At. 1..1i l r t 1 1: it 1 I Ir' ,. „ �) , : '1 I"M ► 1:11A I (1W)W ! IlEl11 11 ;1111,1'1_Yr 1,111AW1 111"t IWN 11ky •,r'.41I' I LLtA11if!i I1t'f`1 ' 1 tr0 C;I A:,'; I l,'1 1 :' 6 1 i[ N. I I II11.'ril l. : I i. .,U0 1.1KA1:11:i l M 11 I I Ow 10 (1M I. 1101 0 1 1._1.11 1,111 '.t)1 H.i .I.IMMAk lIf' U lnl l/ L� 1 1 N i 1 I /1 as nolU1ted 1 to; the rviditinns Shown, Sub►ect to 1 30 I 7650 O 4 07'?7 I'll I 0. :5U(3w,;Ioror and Iinal Inspectlun. Errors and E.t :y,. 31. F=0/0 F' 0 4 00 F'r: 0.;,28 urm•sims excepted. ' DN C: 100 T 7.`.`,0 F'L 0.60 By G 0_ _ m� (( Tua'ahn Fire District ''86 ">'8CIC2 ::''/.42 1 .61.0 1. 7,50 0, 1409 F''T' 1.1 . 1.13 298) 0 53.74 1 =1/0 F 6.00 FIE: 0,20 1:1N 1. c 1.00 _r 13.50 F'F' 286 .1 .61.0 L. 0.50 0. 1409 F,T 13.:.36 C."B 6) 0 5:3.74 F''''/0 F 6400 F'F:" 0.'22 NR (•: 100 T 6.50 F''F" 0.92 f `; c,6DU ,`.100.59 4, 124 I.. 9.92 0. 1083 FIT 14.50(266) 0 554,32 r=0/0 F 0400 Fl" 0.00 NC.1. C 100 1 9,92 1-'F" 1. .07 F'T 1.15,57(265) 380 1.. 7,50 0.00375 F'T 11. .3 i(30',J) P ::';7 4 61 F:=0/O F 0.00 F'f.:: 0..20 DN C 100 T 7.50 F'F 0,66 1 .;.1$30 1 1 .96 043272 19' 1.,33(:"9;') i C) 'be...47 r =T/0 1 4.00 F,F* 0.07 , NN t; 100 r 5.T6 F'F' 1. .9'.'i ,,Y< :, 285 1. .61.0 I_. 0.50 0. 1545 PIT :14.35(205) 0 56447 F=T/0 F' 6400 FIE 04:_' ' NR C; 100 T 6.50 F'F' 1 .00 .'64 265DO 554.32 44124 L. 7. 11 0. 1296 F'T 15.57(265) 0 610.80 F--0/0 F 0.00 F'F:: O o(NO NCI C 100 'r . 7.71 F'F' 1000 FIT 16.57(264) 1+ : 1 "i'6 1 .380 L :'. 25 0, I J.44 F''1 .14;:14:??i( '.'irb; 0 32.00 r=T/0 F 4 .00 FIE:: 0.09 PN C: 1.00 T' 6..."'i F'F' 0, 72 h4 :1114 1 .610 L. 0,50 01,0540 r''T 1.6.04( "114) U 32+00 F'T/0 i' 6.00 FIE. 0 4 22 NR r.: 100 T' 6.50 F'F' 0.35 '63 '1164DO 610.80 4, 124 I. 3,67 0. 14"'4 '•1 16.61 (264) 0 642. 79 FmE/O F 8.00 1'I 0.00 NCI r, 100 1 1 1 .6/ 1 ,66 F' 1 1.01.27(.'63) z62 2"i5 1 ,380 L 01. 17 041295 'FIT 17442( 295) 0 34,22 F"=1/0 F 4.00 FIE 0.31. ON C 100 T 12.17 PF 1 ,58 SOW.'r7AL. A 6 E 6 M111 Y 4 1 -1 0 A 1*111 N(-j rl k:K .00t 'A, -; IVP 1 .. 6 0 No OH A ' 10 H[A FROM 10 1 I-OW 1. 1411.1 V I' I 01'M I N . 1.1,1111. 11 11 ,11 1 L 1. N11 I 1. .61.0 L 0.::,U 0 Ot)LI I Pio3t( 213-2) .'.34.22. FF.-%T/0 6*00 NR C .1.00 6.!''i0 pq: 0,40 P'T 19.9;3(262 1�t as noted For the Conditions Shown, Subject to 281, 294 1 *360 Bobo 0, 1430 PT 19,30(2 94)Cover and Final Inspection. Errors arid 4#00 Fl. 0,32 l-'s excepted. 0 :36, 10 F'='I/O BN 100 1' 1.2-50 P F 1o79 By 261 281 1 ei to L 0.x;0 0.0675 P*T 21 .49(281 ) Ll 36, 10 F—T/O F 6#00 FT 0. 22 NR C 100 T 6,50 F*F 0#44 PT 221. 15(261 ) .262 263 4, 124 L. 0#50 0. 1571 FJ 18,28(263) 0 677#85 F=0/0 F 0000 PE: 0,00 NI,I U 100 1 10#50 PF 1 .65 1. :1621:10 /J.E3,3 4. 124 L 11 o 75 0. I EMB F"T 19.93(262) U 748#69 F=0/0 F 0.00 FT, 0-00 NCI 1100 T .114 /5 FIF 2.22) 260 2611:1L4 7.4 ,71. 4 L :1.6.33 0,2251 FIT 22, 15(261 14 823#40 F=0/0 F 0#00 PE 0*00 NI'l. C 1.00 T 1.6.3;'1 PF' 3.6P 259 260 4, 124 L 14 ,58 0.2251 PT 5.6 3(960) 14 823,40 F=3 1-*/1 f: 4!'.00 PE --••0."i 5 NC C 100 'T 54.50 PF* 12.29 2543 259 4o124 I 7.,O 0#2251. PT 3'7.x;%(12159) 0 823,40 F=E/0 F 840(, PF -3.25 NC [1 100 .1. 15o5O PF 3.49 257 258 4, 1.:;'4 L 1x1.00 0.22`"11 F-I 3'7.81 5 0 0 823t40 F,-, I/0 1. 164,00 PE 0#00 K J 00 T I..51 100 PF 6.913 42 257110 --684o39 4. 1 .-A L 6,04 0o0084 PT 44.79(257). a 139.00 F=O/o 1 0600 FT 0000 CM2 U 1.00 1 6,04 PF 0405 43 4280 --69.30 4. 124 L. 11 '25 0,0023 PT 44.84( 4'1) a iq.- ) , -(.) , F () OG PE 0.00 1.:M,) C 1.00 T 11 . "•"; PF 0.0:3 I 143 43 . 106,1 L 0.08 0#0675 PT 44#87( 43) C4 6Y. 10'0 F r/o V '7400 PE -0*04 RM U 100 T 7 6 09 t"F 0.48 (I It.)f 5 U Ji M.1 I t A L. I I IM 1. *11.1 A I L 1.1 S U F,P 1. y 1 2 eI o 0 i CL W.) IV' 6 1 1 f I PIIM 1 ,11 F t.13W 111 ,11'1 I I I I 1.3 1'. 9e.) 00 0.054Y 111 4 ,. ,s1 .1.4 3 11) c>9. /0 1 1 1. 18000 1.1' 0,00 C .1.00 T 114#00 F'F 6.26 85 noted FOr the Conditions shown, Subject to 23 123 .'o06/ L 0 011 0.o e.) Cmr and final Inspection. Errors and, U 69.70 F=T/0 1-1. 0,04 miss!iris excepted. RN C 100 1 /1013 1'1;" 0.413 By 22 23 4. 124 L. 11 ,25 0o0023 FIT* 52.09( 23) Taatin fire District Q 69#70 F=0/0 1;.- 0000 FIE: 0,00 CM1 C: 100 T 11 ,25 FT 0.03 FIT 52* 12( 22) 1. 42 42 2 06*/ L 1. *311 0,0668 F"T 44o77( 42) 0 69#30 F 7600 FT RN C' 100 T 80 31:1 F'I:; L56 .1.22 142 241u` L. 96#00 0#0543 PIT 44#73114 ? F 18.00 FIE. 0400 C, 1(pt) T 114#00 F:'I'** 6,, 19 22 122 1 ,313 0*0668 V*T '..50.92( 122) 0 69.30 F-::::T/O 7fOO FT. 0,60 R III G 1.0() I El,30 F:Il:r 0.`56 21 22DO 69.70 4e .1.24 L 11 ,25 0,0084 1''T '-j2tO8( ."2) Q 139#00 F =:O/O P- 0.00 FIE 0.00 Cmi C J.()0 1' 11 425 F'F' 0*09 FIT 52 1.7( 21. ) 41 257 4. 124 L 5.:?1. 0. 1.599 FIT 44*72(257) 0 e.,1:34.:39 F=O/0 F 0.00 F'E:: 0000 CM2 C 100 T 111..) .2 1 PIP 0.E13 141. 411A.4 6:1 El.E31 2s067 L 1 #3B 0#0603 FIT 45.55( 4 1 ) 0 6!*5. El F=r/O F 7000 FIE' 0--0o60 RN 11 100 T 8*38 P'F' 0.51 121 141 ..,. .15/ L. 96#00 0.0,490 F'1' 45.46( 14.1 ). 0 651, :i FJ V P, 18100 P,U 0 0 00 BIL 1.", 100 T 114400 PIP 5659 21 121 :'.067 L 1 ,38 0.0603 FIT 5.1, .05( 121 ) ri 65658 F'=T/O F 7,00 FIE 0.60 RN C 100 T R 6 31:1 PF 0-51. 20 21DU 139000 4. 11114 L 11 *25 0#0171 FIT 16( '.:'1 14 204o5s F"='0/O F 0400 F'F C, I ()0 CM1 C 1.00 '1 11 ,25 7-11* 11). 19 F'1 52,35( 20) A H I P M FIAG (�i U U 1-4 M I I 1 ,1JA111NI, WICK J N'I'.)t I L. II I-'A61- �� I!L n11`:; i I�'(.)l'► 1tt I I ii�.i i� If1P" 1 C�tlfl' I' ! tr; , f'I•.I. `,'.;IilYh. (�i 61- ( I T: 4. 124 4 40 41 (sl E3.01 F=O/() 0 CO r F:. " o oo U, J. �.' P 1.1, 1 *49 as noted C m�'.' ("', nA ftr fhP Conditions Shown, Subject to -140 401:1:1 -560l,91- 2.067 L 1. 492 •O4 ,+04 Ile 111 47.04( 40 Obver and Final inspection: Errors and Cl ".;7,91 F 0 F 7.00 Ill. -.0133 3y, —amissiiis excepted. II RN CI 10v T 13.92 M** 0.43 1.'20 140 2, 157 1 96,00 0 0389 111 46*64 1 40) Tua'fatin F1'r,; district F. IF]1 00 0400 U 57#91 F'='I'/I D1. C; 1.00 T 114#00 1::,F* 4.43 12 0 A.,067 L. .1 ,92 0.04'%9 FIT 51 07( 120) 11 57,91. 1"=1/0 F* 7,00 F I r-.: ().(3;3 RN C 100 T 8.91.? P F' 0.413 15' :, .'.. 01.10 :?04o5d 4, 12)4 1- 1.1. .::5 0, * "' FIT b433( 20) '62 49 F!l4e) 0,00 FIE` 0100 PF* 0631. F''1 52#64( 19) 40 4. 124 1.()/ FIT' 47. 05( 40) LJ 560,'i'1. F=0/0FIE 0.00 CM I'v? C' 1.00 T :11. 2 25, 1 31? 391101 509. :I L 2 067 L 1 *92 ().()390 PT 48,30( 39) (.4 `:;1. .79 F*=T/0 p- 7,00 PF:. ....0.E3:3 R N 0 Ell 4 92 FT 0.35 119 13Y 57 L 96*()o 0.0:31.'7 FIT 4'7,82( 139) 14 51 . /9 F= f/T F' 18100 FIE 0100 FIL. .00 T 1.1.4.00 Pf-' 3.61 1.9 11Y 2.067 L. 1 ,92 0o0,590 FIT 51 #43( 11.9) U 51 #79 F'='T/0 F, 7#00 FIL 0.83 RN C 100 T 8,92 FT 0.35 18 191.10 262o49 4,, 124 1- 1.1 .:x"`; ().u,371? P 1 ".'i2#61. ( I Y). Q 314#28 F--0/0 F* 0400 PL. 0.00 CM1 C 100 T 11425 rf: 0*43 FIT 53tO4( 1E3 ) 38 39 A . t"Al L 11 .25 0 o 0925 FIT 48s29( 39) 0 509* 11 F'=0/u F' 0400 FIE 0l,00 C M 2 Q T 11 ,25 FT ., .04 138 38110 —461 .86 2*067 L 2, 46 0,0l"1 49,33( 30) U 4*/#26 F=T/O F 7.00 VL. -.1 .07 RN C 100 T 9 . 46 PF0l,31 lob .I.W0111 SOVII.I. I TAL kk A I!-. I C13 I I P W.,. ;'1 PM I"Al U E 9 I UNGOL 1.)(A L 11 1111JIVI...Y r I I (OPI, (tk] I it IN III-*I r, 1 4 1 1 OALIT No 1.10t I?I/2 6 0 0; 1.;[ W-i V v J 2 c GC. IN I I I I iA f J I / 3k' .-i Ill III A17!:i I ROM 11) 1 L w 1.11 Am L.tJIU 1,V 11 1.011.;I� 1-1 k L 1-i!'1 1)1�It,: /I I :)IJMMAk Y L E N.,,'I: I IH '1311 .1. Iliz I Ye).01 1 f 40 !),A( 136 U 4/,.!6 I. r/1 F 1.8400 I"E . 0.0() 14L CI 5.00 T 1.14.0%) PF 3,04 aas s noted is 118 2.06 7 L. 2,46 0 32 9 PT 51 ,6101 fAq Conditions C Q 4/..26 F=T/0 F 7.00 PE 1 *07 Shown, Subject tg. RN C 100 T 9,46 PF 0031 Oo"r and Final inspection Errors and issiins excepted. 17 1811(.1 ;31.4..0 4. 1:24 L 11 ,25 0,0491 PT 52099( Q .361. .54 F*=O/O F 0400 P F: 0.00 Tualatin Fire District C mf C 100 7' 11 ,25 F"T 53.54( 17) 37 311 40124 L 11025 000713 1::"[ 49#33( 30) 0 4 6.1 .C1 6 F*=O./O F 0100 P E 0000 CM2 C' 100 T 11 ,25 F, 0.87 :137 3 Y D 14 .-A1.6,b2l 2.067 L. 2#46 0. W5 P) 500210( 3-/) Q 45#34 i%*=,r/o F 70OO Pf. 1 .07 RN t; ioo 'r 9.46 Pf: 0.11*19 .117 13/ 201.57 1. 96o00 0*0240 V 'I 49442( 137) 0 4~5.;.54 V=T/T ' F 10600 I-`E: 0400 DL C 100 1 1.1.4o00 PF: 2.83 I. 2,067 L 2*46 0.0305 F"T 52*25( 117) (4 45#34 F---'T/0 r.:- 7.00 PE 1 *07 RN C 100 T 9*46 Pf: 0#29 16 171:117 361 .`;4 4. 1.:!4 L. 114,25 000611 FIT 53.61 ( 17) 0 406.80 F=0/0 F: 0000 FIE 0*00 CMJ 11 1.00 T 11 ,25 PF* o.69 • PT 54.30( 16) 36 37 4 , 124 L. .11 #25 0,0638 PT 501. 37) 0 416.52 F=0/0 F 0600 F:I E, 01 00 C m:? C 100 T 1..1 5 FT 0. /2 :136 36DO -371 .35 067 L 2,00 Oa-0303 PT 50*92( 36) Q 45, 17 F=1/0 F 7.00 I'll -U.E17 MN L, 100 T 9.00 fl,7 0.27 116 136 2. 4157 L Y6oOO 090246 Pf 50*32 ' 136) 0 45, 17 F-r/' F 1T1.00 [:*E: 0000 BIL t, 100 T 114.00 PF 80 I 16 116 2006/ L 2.00 0 s 0303 PT 4.3012( 116) a 45. 17 F'=T/0 F 7.00 PE 0,87 RN L, 100 T 9000 "N 0. 27 I i:U T SUHM.1 I '1 AL. L It'[ 0 1 1 1, 0 1111AK1.1 ORLAJOW Ili—, I. , ill I 6M V L;PM 1.N. F'')1./1 1 L L N/F I 4. .1;24 5 0,0/4:2 U 452oO4 F'=0 0 00 E:. . 0.00 CM1 C; 1 .1 2 5 f V, 0.83 FIT r";.0 y 5 rim 4,124 L 11 #25 0,0516 F"I 50*9,'.!( 36 nas noted 0 371435 F=0/0 r 0000 FIE 0600 For the Conditions PPj CM2 cove ShOwn.'Subject to 11 100 T .11 ,25 PF 0.50 r Bild Final inspection Errors OW 10misshns excepted, 3"i1:1U --324,66 06 2,00 0,0322 PT' 35 51 #50( Die- 0 46.67 F I:t 1*/0 7400 PE —O.V RN C 1.00 1 00 FT 0-29 Tualatin fire Distria J 35, 2 1.''5 L 96#00 0#026 1 FIT 50.92 CIRO 46 s 69 F*--":T"T P, J 13.00 FIE 0,00 B.I. C, 100 7' 114 00 PF2.9x3 2.067 L. 2#00 0#0322 V'T 53.903 1:l'5 Q 46-69 F*::-"r/O P, 7.00 P C., 0.El'.*VI RN C 100 T 9000 0. 29 U 4`:32.04 4, 124 1 11 ,25 0,0890 PT 55,06 t 1'5 U 491:3. P 3 F 0/0 0400 Fl. 0.00 C141 C 100 T 11 ,25 PF, 1 .00 ---------- F'T 56,06( 14) `3`' 4, J. 4 1 .25 0#0402 P7 51. .50( 35) 0 3.24.66 F=O/'() 0100 FIE 0,00 CM2 C I I -25) PF 0,45 :1:34 34110 -2/3.66 -06/ I.. 1. .54 0.0379 FIT 5-1 - 95( 34) U 5:1. .00 F=1 /0 F, 7.00 FIE:- 0.6" RN C 100 T -B.54 PF 0 13 4 2, 157 I L 96 4,00 0.0308 P'1' d. -60 :1.:34 #0 0 F=T/I' 1::. .1 S.00 FIE' 0100 PL C 100 T 13.4,,00 PF* 114 2 Q1. . ..06 1 *54 0.0379 F.,1 525, 11 J.14 00 1�:—1/0 F 7.00 FIE' 0,67 RN C 100 T 8.54 F'I::' 0,32 14:'l0 49Ho73 4. 124 L 11625 0s1066 PT 56# 10( 14 ) 0 54903 F=0/0 F 0000 FIE 0 ), Cmi C 100 T 11 .:!25 PF 1 .20 PT ':0,30 - ► 34 4. 124 L 11 #25 0,, 0293 PT' 51 #9!j( 34) 0 273.66 F=0/0 F 0-00 'PE 0.00 CM2 Cl 100 T 11 ,25 PF 0s33 ,lag I I M 0 H !A114M I I I CON'5011 IIIA I L1) :11 Old (11m. GI. N I WI I 2 06/ L J. ,!J 4 0 o4lb/ 33) 1 3 A 3 3 D U V 1.00 0 6 P 56.44 () RN c 10 4 PF, 0. 39 P U m no U L5 '11':3 1153 '. 1.;";/ L 96.00 0.037.1 P T 152.00( 13 3 as noted U 56.44 F m-T/T r.:- 1E?.00 FIE' 0.00 For the Condftjoim thmm. SAjW EIL .1.00 T 114.00 pF 4,23 Cover rand final inwectinn tmrs ml 2,067 L I .Tj 4 0.(.457 P'l 56. 23( 113 ksi)IS weptet .1.3 1.1.3 FIE 0#V 44 Q 56.44 F'----T/0 7000 0#39 T6a:atin hro Distrid RN c 1. E).54 1.2 131:1U 549#73 4. 124 11 ,25 0.1.:.'.71! PT 57.'.29( 13) U 606. 1 Ell M0/0 0600 F.E. a.()0()() CMI C .1. 11 ,25 PF 1 .44 p i, 5E?*73( I"?) .34' 3 3F.4, 124 L I J. .25 0.01.5'1 FIT 52.'928( 33) r' q/0 0.00 P E, 0*00 C.M 2 :1,00 T 11 25 PF' 0#2J. 2" 0 6 7 L 1 .08 0.05'7:.'. P T 52,49( 32) 132 3"TO -1 -5 " 4 P E .-0. 4 e.),3.6y F'-.-:T/0 F 7400 F.F: 0.4 6 RN 1.00 1 art.Ou 112 132 2 L. 96-00 0.0464 P T 52.49( 1.32) G 63#65) F =T/I F, .1(3100 FIE 0.00 EIL r 1. T 1.1.4 ,00 PF 5. "Y 12 112 '..?.067 L. 1. 10(3 0.05 7.:' FIT 57,77( 1:1.2) U 63#69 F=I*/O F 00 PE 0.47 RN C 100 T E3.OEI FT. 0,46 11 121:10 606* 18 4. IZA L 0- 1-537 P*T* 584 70( 12) 669*87 r-:'=.0/0 F* F:11::, 0.00 T 11. .'2 FIF, 1073 F' 1 60*43( 11 . 31.-32 4, 124 1. 11 ,T5 0,0101 P T 52*50( 32) `i;3.52 F=0/0 F. 0600 r,E' 0,00 CM2 c 100 T 11 .25 FIF 0. 11• 1 31 311:1(.7 - II- 31110 ---81 ,60 21,067 L t 408 0o0716 FIT 52.6t ( 31 ) 0 /1 .9::' F,='T/0 F* 7.00 PL -0,4/' RN c LOO 7 13.00 PF* 0458 111 131 ;x. 157 L 96-00 0.0581 PT 52.72( 131 ) 0 71 .92 F=1/'T F' 10600 IF,E 0000 BL IL, 100 T 114,00 PF 6.62 �AAx 11 l_iat.i I "1111M I I I At. 11:'I. A I I I I Q i I It I I Oki :)IIJ'J U I I I I I "-'1.,-"2600; CLA, J .1Vr 1.? 6 (J N. i INAL-4- i I-Rom 10 1 1 OW a IAM i 0 111 1) 1 IA11.11) I,I. %31.)(1k1 I I'V. 1^j] /f I 'A.Jr.mAk Y 14-Ni I I 11 J. I 20067 OEJ 9 0 13 4 U /J. #92 F"-1'/U 1:: 7000 V'11: . 0.47 U, RN C 100 1 Boos PF 0 0';5 8 as noted For the Conditions Shown, Subject to 10 't 1.1.1114 669#87 4.124 L 11 #25 Oo .1.856 P 1* 60,39 I(k*r and Final Inspection. Errors and U '7 4.1 .79 F---0/0 V. 0400 [.1L 0400 ()*,%i is mepted. CM1 C 100 1' 11 #25 [J: 2,09 P'l 624.48( ................... 30 31 4# 124 1 .11 ,25 0#0031 F'1 52#61 ( 31 ) 0 01 #60 F=0/0 r- 0#00 PE 0#00 CM2 C 100 '1* 11 #25 P F 0#03 130 30 2.067 L I #08 0,0904 F'*T* 52#64( 30) Q #60 F=1'/0 1:: 7400 PE -0.47 RN 1:11 100 1 8.08 P F 0.'73 110 130 2# 15'/ 1... 96.00 0,0734 P1' 52.90( 130) 14 01 #60 F'=T/1' 1:: :1.f).00 PE 0,00 BI- C 100 1 1. 1.4.00 PF' 9,37 I.o 110 2*067 L. 1 #08 0#0904 FJ 61 #27( 110) U 8J. #60 F=']'/0 1 7#U0 F:'I-.'. 0#47 RN C 1.00 1 81100 PF- 0#73 I ODD V41 ,79 6 s 249 1'. 22.63 0.0297 P1' &2.47( 10) 14 3.4 0 F=O/E 1 12,00 PE 0.00 FM C 100 1 34,63 F'F' I #03 4 7 6#065 L. 1,8#2:; 0.0344 F'r 63.50( 7) Q F323.40 F=80/0 F 80#00 PE 7.92 F R C 100 1' 90*25 FIF 3.38 3 4 D Q 150, 00 8.0/ ' L 3. 75 0#0117 F'T 74*80( 4 ) (1 9713 . 40 F=0/0 v 0.00 FE 1 #63 F R CI 100 *1 3. 7",-J PF 0#04 1 3 H 4 1 10 L 53.00 0.006.1 F:'*1 76,47( 3) 0 Y/3. 40 F*=r./F.:, F 70#00 PE 0.00 UN C' 1.40 1 123#00 f-F 0. 75 0 350#00 F.)# I J L. 740,00 0.010CI P'T 77#212( 1 ) 0 :1323#40 F:=2T v 213V r 21,V/F' 223,00 F'1: 0*00 UN C 140 '1 963#00 PF 10. 40 P f C37.62( 0) PRUSSURE AVAILABLE AT NOVE '0' AT 1323.4 OPM 10.2.6 PSI MAXTr41.1M PRE'SSURE UNFALANCE IN LOOPS 0.0713 PSI MAXIMUM VELOCITY 19 PIPES 19#7C4 FPS I)I I X TI.AP'; t J HM I I I A L. I''M GN!:)i(11 .1 D A I'L.11 t;U I J'I.Y I If-,A I i If Ilk! III V'I hT NO AU'l(I 'Wk' l NKK. L K NW F.R(')NI POR IL.AND9 C44. 10 Flow I1-1:11 I1: 1.)1. 1 no I TAr1:1.;I U S FIS], Lr RE:SIDIJAL. AT C;I,m Y1.00 F151 USI as noted PRESSURL. AVAIL.ADL.L, AT 1,61 .1 1.00*60 For the Conditions Shown, Subject Cover and I i9j; !n�pcc 0m, Aln, Errors ana Is ex'ePted. SUMMAkA W !;PRINKLFR OUTFA OWS Tua,'l AC, I (.JAI- M.1 N 1*MUM SPR P p E S S U RU 1 I. ()W F.L UW K FACTOR 206 33.03 47. 13 39f,77 E1,20 207 33,00 47. 10 39477 8,20 208 33o10 47. 11.4 39*7'1 0,20 209 26.34 42*09 39,7'/ 0,20 • �.10 40,89 39*7' Ho20 211. 24412 4(.),27 39.77 1:1.20 212 23,88 40,07 39077 8* 20 213 23.87 40406 39*77 8#20 214 ,"'3.9'7 40415 39*77 8*20 2 1.5 24.45 .4().5 15 39.77 8f,20 216 25.5-7 41 .46 39. 77 8.20 2111 25,99 41 .01 39.71 1:7.20 218 24,54 40,62 39.77 8.20 219 23,81 40.01 39*77 8.20 220 23*57 39481 39,77 8,20 221. 234,52 39. 77 39,77 8,20 222 23,66 39089 39*77 8,20 223 24. 14 40429 39.77 8.20 224 25,25 41420 39.77 8.20 225 26,21 41 .98 39,77 8,20 226 24s*73 40,78 39,77 8*20 227 24*00 40. 17 39477 8,20 228 23,76 39.97 39,77 84,20 229 23475 39,96 :39.'7'7 0.20 230 23,135 40.05 39,77 8.20 231 w..4.34 40 .45 39477 8*20 232 2;:',.45 41 .37 37.7'7 8.20 TOTAL WATE:* RE'AlUTRED FOR SYS)TEM 19115#06 GPM OUTFLOWS Al 4 150400 GF-lM OUTFLOWS AT 1 350#00 OFM 'TOTAL, WATER REQUIREMENT 1961.5.06 611 PR, !".surti., RE MUIRED AT C 92*28 P!i I MAXIMUM PRESSURE. UNBALANCE IN LOOPS 0 s OC-6 PS I MAXIMUM VELOLITY IN PIPE!:)' 24.30 FPS, AUX I LAR Y SUBM I I TAL URL"Alt b 03 11tat., 04 : 42 h I PAUL_ CON901. I DATE*1.1 SUPF'L Y 1 .1 UARD ma.s iir<y s, s T4 1, wHSL I ROM H) I I OW LLNGTH FITTING 10 Am I YF-1. I _ _ .. . _... _4444. __ 1 1 �1� �l1l1. �� � � 9 31 10 Ej 0 63 0*0 2 J `.-J b L 0 11."•1 o (10 2 1 ,..' i0 .,3 OW --1 230 71 15 0.63 0.0 12 1 111 A 9;t4e C ''3..1)6 3 Ill. .60 8,63 U. 2. 1.5/ Ill, 1,3 J. I Off'.)o 115 Awr and fiAflown, Subject tp ll 143 1!°;;'.y 7 22.88 9.0 2, U 1. 0 1.'349 040(j 32.97 E—Ols and 43 J .1,.S 1 69;1 0483 7. .06'7 R N 0 .11) 13 5 2,97 !'ted. 4 43 1!:;2.9'7 11425 0.0 4, 1..*.14 CM2 .000100 00 3 5 5.5v District 228 229 E).86 8.6;.3 0#0 2, 157 I:+L. U.001.' 23,76 X-3, 75 V 228 48.83 8#63 0.0 2, 1.51 BL ().0284 24,01 23.76 226 22? 99400 8,63 ()-() '2. :157 FII._ 0,0862 24.75 24,01 2�`)5 226 12908 8,63 0.0 :7. 157 Ill 0. 1733 0000 26. 'S 24.75 123 225 171 .76 12.7`'.'; 9-0 ?- 157 Ek. 0.27.10 0.00 32.58 '6.2 b 23 123 171s76 0003 7.0 2,067 RN 0.3502 0*36 35. 74 32*58 22 23 171 ,76 11 ,245 0.0 4* 124 CM1 0.0124 0100 35.00 35*74 222 221 30s93 8*63 0.0 2. 157 BL 0.0122 0#00 23-63 23.52 223 222 70*82 8.63 0-0 2, 157 FIL O40565 0#00 24# 12 23,63 224 223 111 . 11 0.63 0-0 2. 157 EIL 0. 1300 0,00 25,24 2-#* 12 0000 32,67 25.24 142 22 4 152.32 2.2 #E)8 9-0 2* 157 Ell 0.:'.3;30 42 1.42 1.52#32 1038 7-0 2,067 RN 0*2960 0,60 35,67 32.67 41 42 105o29 11 . 25 OsO 4. 124 CM2 0#0359 *0.00 36.07 220 221 8,84 8,63 0-0 2* 137 PL. 0#0012 0,00 23.53 23.52 219 220 4 El,65) E).63 0,0 24157 DL 0,0282 0400 23,77 2:3•;`.x;3 [)8.66 8#6.3 0-0 2s157 EIL 0.08:';6 0800 24o51 23,77 8 12962F.) H,63 0#0 2# 1.`57 fit- 0. 1.720 0000 c'.•`'1.99 24,51 12.7.5 9.0 2. 157 fit.. 0,2869 0400 3'..'.12V 25,99 22 1.22 171 .08 1638 /-0 2o067 RN 0-35M.5 0,6) 35.8.1 32.27 2.1 22 342.85 11 #25 0.0 4, 124 CMI 0#0445 0.00 36*35 3508t-5 ' 1.4 213 31 ,05 13#63 0-0 2, 157 El— 0s0123 0000 23,98 4113.87 215 2:1.4 71 * 19 8,63 0#0 2, 157 BL 0#0571 0#00 24,47 23.913 216 215 1:11 . 74 8463 040 2, 157 BL 0,1314 0,00 25.60 24,47 141 216 153.20 2:*.,*EJ8 9#0 2* 157 BIL 0,2355 0#00 33* 11 25.60 41 1.41 1553-20 1 .38 7#0 2s067 RN 0,2899 0*60 36414 3341l. 40 41 458,49 11 .25 0*0 4,124 CM2 0,0762 0,00 37,00 36. 14 212 213 9401 8,63 0#0 2# 157 EIL 0.()012 000() 23*8F3 23-87 211, 2:12 49.NJ 8.63 M 2, 15'/ BL. 0.028'7 0,00 '4. 13 23.E38 -10 21.1 89635 8.63 0,0 2. 157 FIL 040869 OoOO 24*88 21 . 13 209 210 130424 11,63 000 2. 1.57 BL 0, 1744 0400 26.39 24,08 12:1 209 172.32' 12,75 9,0 2, 157 BL_ 0*2920 0*00 32 ,76 26,3'9 2.1. 121 172632 1 ,3F) 7-0 2.067 RN 0,3603 0460 36,30 3'2. 76 20 21 515e17 11 ,25 0*0 4, 124 CMI 0*0946 0100 37.44 36. 38 208 207 31 . 1b 8o63 ()-0 2, 157 EIL. 0.01"'14 0600 33o11 33,00 140 208 78033 22.8E:) 9-0 2, 157 BIL 0.0681 0.00 35. 'H I-1 -;. It 40 140 - 8s33 1992 1.0 2*067 RN 0.0838 0.83 36. .�6 1. . 213 39 40 536,13") 1.1 ,25 0,0 4, 124 CM2 0, 1020 0.00 38,01 1e.).86 206 207 15.95 8s63 0.0 2, 157 Fit- 0aUO36 0.00 .33.03 33.00 205 206 63#08 e*63 0.0 2. 157 BL 0.04%6 0400 33.4") 33*03 204 205 63s08 8o63 0-0 24157 Fit. 0*0456 0000 33.81 33,42 203 204 63#013 8.63 0-0 2. 157 EIL 0,0456 0100 34,20 33,81- CRt All 1: 04,' 4,� ' 'M vnt:l. 3 H 6k Y �AIPM 1 01. r. fIM TO I,L..I)W I I.NI T I I i I I 1 I N6 (11 AM 'I Y11: 1 f 1 !.1 1rill.-I o 00 ,�.1/41'. :101 e�.J.011 6"1 1 � 8S,n ted ON 0.04...".) 0000 1 4q V)1 4 ..­' �P( the CondfWQs4M*,wn, Sjjbject fg y., V 4�."j 00 C6 or and Errors and 0 4, 1�24 C;MI I 'll.Z L o.od .3 Joepted. Y y 39 1.(•:3.3'7 1. 2 0 2,06/ PN 0.0057 0,0047 0.00 37 AM 2Distric 1.Y 1.39 1.F) T" (pe).00 J C.)-0 EIL .1.9 it Y 18.37 1 .92 1.0 2.061 RN 0.005'7 0,83 ;31:3.'74 37.86 1.8 19 596.62 11 .2`; 0,0 4, 124 CM1 0, 0600 40. 1.4 38.74 .......... ...._.__66.............__ :38 39 518.44 it 1 125 0,0 4. 124 CM2 0 4 09LI57 04100 39 38. 10 138 31.3 ;:_'3.03 2*46 7,0 2.067 RN 0.0087 -.-1. s07 38. 19 39, 10 11.8 138 23-03 96 .00 18.0 2. 15 7 DL 0,0071 U.00 39,00 384119 1.8 Its 23.03 2146 -,',0 2.067 RN 0,0087 too? 40. 1.5 39.00 (L'M 1. 0, 1331, 0.00 41. .65 40,15 j.7 Is 619#65 11 .25 0,0 4, 124 37 38 495.41 1 25 0,0 4. 124 :.IM2 0.0880 0000 40. :1. 39. 12 1137 37 28-72 2.46 7.0 2.067 RN 0.0131 ---1 ,07 3,9. 16 40, 11 1.37 28,72 96.00 10.0 2- 157 Ell O*C,106 0000 40.X7 3941.6 1. 17 78072 1.,,46 760 x'6067 RN 0.0'1 31 1 .07 41. o56 40.37 16 17 548#37 It..25 0.0 4. 124 CMI 0, 1447 0100 43* 19 41 ,056 36 37 466.69 11. 6:.'.;:5 0.0 4 1 CM2 0.07Etr3 0400 40.99 40* 10 :136 36 35.70 2400 710 2.067 RN 0,0196 0,87 40*30 40,99 . L IL 0.01.5)9 0.00 42". 11 40,30 :1 1,�, 13.6 3"1.70 ge).00 mo 2. 15/ !?.01.96 0*V 43. 16 42. 1.1. 16 116 35. 70 2*00 7.0 :?.067 RN 0, 11,598 0.00 44.96 4 3 4 1.6 11 .L5 16 684,08 11 .25 0,0 4, 124 CMJ. 35 36 430.99 .[.L *2,5 0,0 4. 124 CM2 0.06841. .76 40,990 0000 41 . :1.`5 41 ,76 1.3`�:) 35 4;3.89 2,00 7.0 2,067 RN 0.0207 0.117 I.5 135 43.E19 96.00 1800 2. 157 LII... 0,0233 0.00 43.1:31. 41 . 15 !'*.5 11.5 43,89 2*00 7,0 2.067 RN 0.0287 0.87 44.94 43.01 14 15 727.96 .1.1. .2;.) 0,0 4. 1.x.'.4 CMI 0. 1793 0100 46.96 44*94 34 35 387. 10 11o25 0,0 4. 124 CM2 0*0557 0,00 42.39 41176 134 34 53. 72 1. 0!j4 7.0 2:067 RN 0.0417 0.67 4 .()8 42,39 114 134 53,72 96.00 1.E).0 2. 157 HL. 0.0339 0.00 45.Y4 42,01-3 14 114 53.72 Is54 7 . 0 2.01'7 RN 0.0417 0o67 46#9'7 45.94 13 14 701 #68 11 .25 0,0 46124 CMI 0 0.00 491!7 46.V7 33 ~34 333.311 11.1 ,25 (),0 4 . 1.:•.'.4 CM:•.'. 0.042.3 0000 42,86 42,38 133 33 64. 15 1 ,54 7.0 '21067 RN o.0579 0.67 42.60 42.86 113 133 64. 15 96.00 18.0 2. 157 JfjL 0o0471 0000 48.0 ; 42.613 13 ill 64. t5 1 *54 7*0 2*067 RN 0.0579 0o67 49621 48.05 12 13 845.03 11 .25 0,0 4. 124 (.;M1 0.2366 04,00 91 .87 49.21. 32 ' 9. 23 11 .25 0, 0 4. 1:'4 14 CM2 0.028,9 0000 43. 18 4:'.86 132 32 76,45 lots ',0 2,(' 1)7 RN 0,0001 ---0 ,51 43*33 43. Is 112 132 7b.4b 96,00 10#0 2. 157 W.. OoWill 0.00 50.75 41,33 12 112 76,45 1 $ 18 '7,0 2.067 RN 0,0001L 0.51 51 ,92 50,75 It 12 522#28 1162`, 0.0 4, 124 (.:M1 0.277.7 0.00 55.04 ;31. .92' --------------------- 31 32 192.79 11 .25 0.0 4. 124 CM.;) 0.0153 0.00 43035 43, 18 . 131 31 89.30 1018 7*0 2*067 RN 011068 -.0.51 43.71 43.35 -)uy.fLAI--Y I.W14MI ITAL. if I U-0: A I I. T 1 1) 04: 4.1 rm PA b C 4 t-lKi0l. 1 PA TEAl SUF'F*I,-Y ; I WARN- Oki, 11.11,Y �,l-,I I : 01-451: I.-K(*)m It) F L-OW I. E.,N U 1+1 V I I T I N G D nM I Yl,,, I-) I ,I f 11. 1 .13 1. 139.:30 ''x'6.00 11:1.0 1 ,- M 0,0 f! 1 .1 [19.;30 1 . 113 7.0 1"N 0. 1 . I 1 10 1:1. 0 K.-)o 1. 1 .25 .3."Y'70 0%00 I.o 0*0 4 1.,'i � M I ,M.I '.� "�°�;° l' For the rondIflons ShoWn, Subjcr,- to 30 31. 103,413 1 1 6..15 0.0 4. 1',.!,l 0 004Y 0*00 40OMMd FinaotkpR4non Lfufs and .1,50 30 1.0:3.41:3 1 4 If? 140 d,.,,0 6 d 0 140.3 ---0.5:1 4 4 .0 Omiss .1141pled. 1 10 130 1 0;3.4 El 96*00 .1 Il 15,/ til 0. 1140 0,00 4 4 10 :1 1.0 103.40 1 . 18 /40 2.067 RN 0. 1403 0051 Ir'ct :1.0 1115.0'6 22.63 12.0 6.249 FM 0.0` 21 0.00 60 p 4 l 1115006 18.25 80-0 6.065 FR 000603 7.92 74,35 60,51. 3 4 1.265.06 3.75 0*0 E3.0'71. FA 0401139 1 ,63 76*05 74 ,35 1 3 1265,06 53-00 YO,0 f:3. 1. 10 UN 0.0099 0#00 77o27 76*05 0 1 1615*06 740*00 f'23.0 EJ, 11.0 UN 0.0156 0#00 92.29 77,27 y03 lik�q /9 0 4 4Y f'M 111,,M.{ I I(11 44,4._ I f V �,YST-# I WVISL ORF:. "NY AL)I() 1J-* 1NNLf* 3 41.) N.W I'PUN I H)I;ILOND. 01.0 9/210 no as noted S I Al 1.L. : Y?.00 For the Conditl NE.1.31:1.11JAV. AT 207010 6PM 'Iffs Shown, Subject to PRE:.SSURE AVAILolill. of 161.5.2 G I'M J.00 61:1 1 1 Cover and Hnal Inspection. Errors and Omissi I Is ex.epted. By -- -7v otol, Tua',-.t,;n Fi ) SUMMARY CH: SPRINKLE'R 0 UT 1::*L 0 W S J bistrici M I N1.M LIM SPR PRESSURE 11...0W F:L C)W FAC T0 R ........... 206 3'4.95 47.07 390YY 13,20 207 32.'12 47.05 :39.77 3,20 208 33,01 4/. t2 39*77 8,20 209 25,50 41 , 40 39*77 8.20 210 24,42 40. 52 39,77 8,20 2 11 2349/ 10, 14 39.77 E: o20 212 23,88 40-0/ 39,72 Bs20 21.3 23.89 40,08 13907/ 8#20 214 40o30 39,77 8,20 12:1.5 24,93 40994 39,77 So20 16EI.:'()26,46 42. 1.11 39#77 21. 25, 1.0 41 . 14 39.77 0020 218 24, 11 40.26 39o77 8*20 21.9 23.65 39.88 ;39.17 El*20 220 23.52 39#77 39,77 8*20 221 23.57 39.81 39,77 8,20 '1122 23.83 40*03 39,77 E11120 223 24.59 40*66 39,77 a*20 224 26.09 41 ,HB 39,77 8,20 225 25.39 41 ,32 39,77 8.20 226 24*31. 40.43 39,,77 13o20 227 23.86 40.05 39977 Bolel() 229 23,76 39.9/ 39477 ' 8,20 229 23,78 39,99 39,77 0*20 230 24.04 40..`.)] 39,77 0,20 231 24oH:1. 40.84 39*77 (3,20 �.32 26,32 42.07 39.'77 8.20 'TOTAL WATER RE*OUIRED FOR SYSFLM1. 15#,."0 CiPM OUTFLOWS Al 4 150#00 UPM OUTFLOWS AT 1 350600 CIPM 'TOTAL WATER RE.-OUIREMENI 1p61`:Jo20 OPM PRESSURE* RE QUINED Al 0 92*24 V;I MAXIMUM PRESSURL UNBALANCE IFN v. k)/4 VS I MAXIMUM VELOCTTY IN PIPF 24,2e) I P S ukl A I 1 11 03 /Y 04-,0 PM FAC31- CONY11 I. I..oW 1,FN(JH. I i O)m I YI 1 1.WIS W T as noted n 0 0 .1 Q rvndlti�dj Mg, Subject to '%ve0A%d finch' Oett n Errors r 1,0 Q4 0 e.)3 1) 0 00 and )y 150 ?11 0 30 ()-�() .M) ;'4.l3`' tqAted. 1-1 04 1.31 .`.17 0 1( . , U- 0.00 . ,W- "'Lin Ana District .14.3 2, 17A.04 0 6 R N 0 36YO • 0, 36 li.-s.3019 1 43 -143 174.04 0.03 34 s 0 9 3 3.95 A ' 1'74.04 1.1. .2.-.- 44 '1.;'4 M 060112 0600 4444. ................. 3 o 7 6 0.0 2 t':-`0 1.1 L 0.01.09 0.00 23-Elt5 2 227 228 29-04 !1.63 6 7y 8.63 0,0 2 1.57 1-11 0.05 4. "'.?;:i 2'2 6 1 40 0.00 4,32 23,135 690940 8.63 0.0 2* 15'/*' BL. 0, 1266 0.00 25.4.1 24,32 #52 . 0 34,34 25.41. 0*2269 0.0 M 2 21:5 1.50.84 30400 9.0 2, 157 BI 23 123 150,84 M3 7.0 2,067 RN n,19,1816 0. ,::6 36,90 34,34 22 23 150.84 11.2'' 0.0 4# J.2 4 CMI 010097 0.00 37401 36.90 ............ :!20 10*65 1:1.63 0.0 2.157 B L 0.001.7 0.00 23.53 23.52 0.0 2. 1.5*/ P L 0,0302 0.00 23,79 23.53 2.22 221 50.46 Bo63 000889 0. 00 4.56 23.79 ')2,'3 222 90,49 0.63 040 2, 1.5/ FIL. '5 6 224 223 131 - 15 8,63 0.0 2. 157 HI 0. 1.767 000 '26.013 24. .' 0,2950 0 1 00 30, 40 �6,OU +1.4 2 224 1.'73.0:3 5,63 9,0 2. 1.57 DI.- *0.60 34 .04 10.40 7*0 2.067 RN 0.3631. 42 -14'2) 173.03 .1 03H W U: 34 04 4:1. 42 347 400 il 425 0,0 4. J.22 4 CW! 0,04..241 0*00 34 JY 220 29. 12 8.63 o.o 2. I`.0 BL 0.01.09 0100 23*61 23.52 o 211 y 69o00 8#63 0.0 2.157 BL 0*0539 0400 24*08 23.61 Ool.260 0.00 25 17 24,00 109.27 8.63 0.0 2. 1W R L 3 4 0,"i -5. 1'/ 7 150.41 30,00 940 2. 157, El L 0*2277 0000 34,05 0*2802 0.60 37.00 2 122 150.41. 1, 4 38 /,0 >.067 RN 010350 0100 37-39 37.00 1 22 301 .25 11 .29, 0.0 4. 1;.'4 C..M I. 23.90 23.GO 0.0019 0.00 13 212 11 ,34 84-63 0.0 2- 1-5.7 B L 214 213 51 *42 8,63 ().o 2. 157 P L. 00031.3 0,00 24,17 23-90 215 214 91 ..72 8*63 0.0 2, 157 BL. 04091.2 0.00 24.196 24, 21.6 215 13.2.66 8, 63 ().0 2# 157 BL 0 4 .1.005 0.00 26.52 24. 141 216 174.85 5.63 9.0 2. 157 BL. 0.3008 0,00 30.92 26.52 41 141 174*rE*5 1038 7,0 2o067 RN 0,3701. 0*60 34,62 30.92 40 41 521 #92 11 .25 0-0 4, 12-4 CM2 0.0969 0000 35.71 34,62 "'11 212 2 t 157 FIL 0.01.06 0400 23,97 28s73 0*63 000 ' 0.053;? 0100 24.43 23.97 .,:10 2:1.1 60-87 8,63 0,0 2, 157 E+1.. OsI263 0100 2,J,5 2 24.43 .'.0 y :?t 0 109-40 8463 0.0 2. 15/ FiL 0*22V 0.00 34.44 25.52 121 209 150,80 30.00 9.0 2# 157 FA N 121.1 150.00 1 .38 7.0 2.067 RN 0,2815 0#60 :37.40 34 - 44 20 21 451.'-05 11 .25 0.0 4, 124 CMI 0,0742 0400 38,23 5/. 40 '02100 207 30442 8.63 0.0 2# 157 RL 0.011.8 0000 33.02 3 '49-' 140 2013 77.54 Y.0 2# 157 r,L 0.0668 0-00 34.00 33.02 40 140 77,54 *7.0 2.067 RN 0,of]".) 0.1:13 35.56 34.00 3Y 40 599.46 ti - 0,0 4. t24 (IM2 0. 12 o.00 36-97 35.56 .20.6-207 HF 16 6.3 8.63 (),0 141- 0.0039 0400 32"-95 32*92 205 206 63.70 E1 .63 0,0 2. 157 Pt 0.04164 0000 33.35 32,95 204 205 63* 70 0.63 0.0 2. 157 PL 0.0464 0000 33,75 33.35 203 204 63470 6s63 040 2, 157 FIL 0 0464 0100 34, 15 33.75 -wa I?' It_i'iliT :,1.11 Ml i IAL. U l'i{i;(A 1 h.U V 3 1.►r`t�•-•I`+' ('r 4 :r:.,.1. F'h1 f'ft£'L:: 3 1F'I'l_1 Z I .I 70071;[0* ORI L'►hY ` Y. I 1 W1 P.11 I;rr It► I I 1.)W 1 I_Ni;ill I I I I Ltdl.� 1►t.la"f 3lri'1 I' r1 '{ IBI ( 0 2. .1;0/ �t{_ '�e(�4fr't ''.S11' r'( lf' {F(1•�°�U ,tk1.1�O >'• r ./' 1, I+ ; 1 lr o Qu FP, �. ., 1.U .'♦(•,67 RN (. .U , ltrn . . r I . ,'. { .�4 , t 'Yof ihe'ConditIAW UU`n, Subject tb 1 :I , ,:� „.0 4. .... C;MJ. �. •0(: 4I Cover and Final Inspection. Errors and 2 0203 •-0.13,i I .{v iN 36.,3'.i 1 .5►:.. /.0 x..067 RN 0 0165 0 UU • ` t 11 '• t ..ia 3e;. :3::°; W, 00 1.r3.q :x. 1`37 >I':+1. (). .. '.s6 1(, I ;' I ;35 1 .92 /.(� ', :36. •067 RN U.O .'.U:'3 (>.fi33 r - ;313. 1EI 1 '; ;`;«'•35 1:1. •25 11).o 4. 124 C;M1 0 107:'.'; U.OU 4U :'�1 .r�I�atin;�,fCE1StilCl u,S. 10 11 .25 0.0 4, 1`2'4 CM :1 2 0.. 1.1. '.'; 0 0 38,29 ;37.04 13£:3 .3(:3 3:`).69 2,461.0 2,067 RN 010.196 o7 3'7.41 38•«>' .1.3£3 ;;`,.b9 96.00 10.0 2. 157 HL_ 0.0159 0 00 39.2<' 37.41 ;3`5.69 2.46 /.0 2.067 RN 0 4 0196 :I. .07 40•4E3 39.22 5871 /9 11. •25 0-0 4. 1.24 CMI 0.1207 0.00 41 .84 40.403 _...._.__... _-•-_ 3 8.2 9 3? 3£:! ':,x'7.4:1. 11025 o.a 4. 1.24 C:M2 040988 U•UO ;3h'•4U I :3? '? 37.7'7 0'446 7•0 :'•067 RN 040217 -'I •07 38.54 ;39.40 ;37.77 96.00 18.0 2- 1-57 HL q.41'77 U.OU 40.56 38.54 :37.77 2.46 '/•U 2,067 RN 0.021'? 1 .0'7 41 .1:34 40.`;6 I e, 1 7 f.,25.56 11 0 25 0.0 4, 124 CM (). 1354 'U•00 43.:36 41 4134 A....- 6.+.._ 11 .25 0.U 4. 1.24 CM ' 0.0861. 0.00 40.37 39.40 42,,06 :c 06 •00 / 00 2.067 RN 0.0265 ---0#87 :35'.74 40o37 I I I icr A;;.' .U6 9t,.U0 1.£3.0 2415-7 EIL. 04022.`; 0.00 424 :19 39.74 ()f.> ;'4 aU 7.0 :'.n67 I';N 0.0«'65 0.1:37 4'3.;30 42. 19 Ie I I er 4.? , o6 16 c,h7 .6.•' 1.1 .�.�5 0•0 4. 121 CMJ. 0. 1;`.1:'7 0400 45.0: 43.30 . 3 , .36 447,58 11 .25 0.0 4. 1.24 CM2 0.0729 0.00 41 . 19 40.37 3 .i '48.86 .UU 7.0 2.OF+7 RN 0,0350 •-U•1:3740s64 41 - 1.9 1 3;:; 4E3.86 96.00 103.0 2. 1.57 HL 0.0284 0.00 4:3.88 40.64 .1.1, 11.5 4(:3.86 2400 7.U 2.067 RN 0,0350 U 4 07 45.07 43,813 1.4 15 716.47 11 ,25 0.0 4. 1:'4 CMI 0. 1741 0000 47.03 45087 ...._........ *19 34 ;35 398.73 11 .25 0•0 4. 124 CM2 O.OS89 0.00 41 •F;5 1 1 .3A 3a 'W,281. .`;4 7.a 2.067 RN 0.0470 -0.67 a1. •51:3 41 ,85 1 1.A I ,:34 57.28 96,00 18.q 2. 1.57 BL 0#0382 U•0U 45.9':3 41 ,58 .1 4 11 4 57.29 1 .`.34 7.0 w.06'7 RN 0.0470 0.6:7 a I.UU 45.9;5 13 14 77;3.76 11 .x'5 000 441:'4 C:M1 x.2007 0000 49.96 47.00 1 14 341. .44 1.1 .25 040 44124 CM,' 0.0442 0.00 42,35 01 .03,:; E 33 66.90 1 .54 ?,0 2.067 RN 0.06'26 -..0.67 42,21 42,35 .I 1 3 1313 66.90 96.00 1.8.U 2. 1.57 HL 0.0509 0000 4f1.01 42,21. 1.3 113 66,90 1054 7.U 2.067 RN 0.0626 0.67 49 o 21. 48,01 12 13 EAa.65 114:.'.5 . 000 44124 1;1411 0.23439 0000 51484 49421 3 33 270.55 10. .2°; a•a 0. 120 (:'M ' 010295 0.00 42.6f3 2•:. 5 13 ;3 78.42 J . '7.0 2406 1- 0,0840 0.5.1. 42.86 42.68 78.42 96.00 l8.0 2. 15 1 i. ' .3'2' 7 HI U.oc!,n:' 0.00 50.6:3 52.86 112 78.42 1 . 18 7,0 2,06.7 RN ' 0.084(, (1-51 51 •8':3 50,63 1. 1. 12 919.08 t 1. ♦2 15 0.0 4. 12.1 CM 1 0.2759 0400 54.93 51 •L•33 31 3j 1911 .01 11 . 18 700 '•067 0 RN 0. 1106 --0.51 4 '.® 131 5 42.86 f,U, 1---A L,F, 4 Sti pM I TT Al. I J X A f, .11KY .) I #I W1 I'. pi I i I I IN(i 1' l. 00 3 1( 13.1 f?J . ()i o(.1 13.0 V J. 54 Y 1 !","i 0 6 1 J 0000 Y i 10 OY 0 4 t C M'. L 001"11, 0-00 4 2 Y,' ().0 4 1-14 W," ' 4 3 Y I.() 2 067 [M :1444 C-5.1 56,96 43.5 ,. o 0 1].7;3 00 10 1 105. 11 00 0,0 2. 157 El I I I -/.o '�Y.067 R,N o. 1444 5 1 50. 56.ye) .I o .11.0 1()",`- 6.249 FM 0,0521. o,00 606415 59#65 ? I() 11.15.20 12,0 0,0603 '1192 7 4, .'9 60,45 4 -/ t 115.20 EJO.0 6.0 6,`i VP 0101.89 1 .600 3 757*21.99. 74,29 3 4 t265#20 3 15 0,0 1:3.011. P-N o. 7Y5*99 1. 3 1265,20 53.00 70-0 E3. 11O UN o.0099 92,23 77#21 0 I. 16 V-).2 0 740-00 2 0,0156 0-00 0 10 UN . no Lr as noted TI For the Condition Shown, Subject to Cover and Final Inspectirn. Errors and sj I is ex,..,pted. By L raListrict A D n r arioted • to ��1 For the Conditions Shown, Subject to HYDRAULIC OESN3N.tNFfJRK"TION tiIIF Cever and I:nar inrpecrian F� u s and �y QI i 3 ex.ej)t A NAME �j CvN)�GiL/ D"7 ;E� SuPPLY — DAN __._ -- -- LOCA TION--'�I 377 KVc 46- u __ —.- OUILDING_ WR,Q�fit�•�5cr Qc�GF _ ___-._ SYSTEM NO.___-_ CONTRACTOR ,tel-K�M6 __ ��MRt/e_ SS�'�i�VKLE7[ C� CONTRACT NO. CALCULATED BY—.KFN I --- E'TN , FSO« DRAWING NO. -�J - --�--- ---- -------- ------- CONSTRUCTiON: t477 �,j4COMBUSTIBLE ❑NON-COMBUSTIBLE CEILING HEIGHT_�3`- FT.V OCCUPANCY L-1 NFPA 13: ❑ LT. HAZ. ORD. HAZ. OP. / —1 CURVE_ EX. HAZ. ❑ NFPA 231 NF-PA 231C: FIGURE — OTHER (Specify) LJaeL_ WSPECIFIC RULING--- — MADE BY — DATE W AI3EA OF SPRINKLER OPERATIONZ(000 SYSTEM TYPE DENSITY __ ' -- Ej 'NET DRY DELUGE ❑ PRE-ACTION > AREA PER SPRINKLER _^ 7_Z__� SPRINKLER OR NOZZLE_ N ALLOWANCE uPM: INSIDE �S " I MAKE V Ilt/Tti' _MODEL''ell - HOSE HOSE ALLOWANCE GPM: OUTSIDE 3� _ i SIZE____��Z_ _—. K-FACTOR RACK SPRINKLER ALLOWANCE -7 I TEMPERATURE RATING_ Z-F'r ' • CA'.'.U'_ATIUN CPM Rl QUIREU - _/�_!-__'4_ PSI REQUIRED__ / �' �__ AT BASE OF RISER A"" �n S /itSt SUMMARY I "C" FAGTOR USED. OVERHEAD-_—__-.�V� — UNDERGRCLINC._ -_— i t — ' V TER FLQYILTESl PUMP DATA TANK OR RESERVO!i DATE & TIME —_- RATFr) CAPACITY — — CAPACITY_--. -- �_-- { a STATIC PSI �Q7 � AT PSI ELEVATION _�— F a RESIDUAL PSI __ ELEVATION — -- - — —� GPM FLOWING -'7�' .. -- WE ELEVATION PROOF FLOW—_ _ GPM --------------------- --- LOCATION ------s l.J Z ►1Clt f I�/1 idt F LAW� -c{c — SOURCE OF INFORMATION_-____.—_-_ _ — --- -- — - - COMMODITY .__ ---- —._— CLASS _�V — --- LOCATION O" STORAGE HEIGHT _ AREA __— — AISLE WIDTH �— c^ STORAGE METHOD: SOLID PILED_-- —% PALi-ET IZED. ___-___-___ % RACK _ t- SINGLE ROW CO'.YENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED E h DOUNLE ROW [] SLAVE PALLET ❑ SOLID SHELVING "NON- MULTIPLE ROW OPEN ENCAPSULATED a ! L UE :F ACING Ir' INCH s T C�EARAkACE FROM TpP.01 STORAGE TO CF_t},INC ,.0 lGiTUGINAL --TRANSVERSE —__ FT. . _. _ ------- I NORIZONT AL BARRrLPS PROVIDED Form 501 PrP 10 75 • alm �YYiWWYIiWWY YYI IIiY WWIWYYiYWYYiI I�YYYI�WI Ills■go MMIM. In Being r■r■■�■�CICm� . •�r�■il■ 11■ SEWN= w 11■r11l■1'�i',111■■C■m�--�C��■■ ■■ 11.11■r/AMIOM MMMMMMWP ME �"�� ■■ 1111110 1110111111 MISS 11■■ .r■ ■ Ci■iMM'M ■■■1'riC'ii 11■■1I■ i��i i�i � 11ur■ ■■i� �i � � 1!■/��■ ■ ■ i 11■% m■■mmmmm Aim IIIc■ ■�� iiiii���� :' 11%■ ■ ■iii ��ili I►,■r�toMl mmoi!■miSir1■i■i■■Ica A!lIIYl1r1r1111111 III�AAIII�IIII�III . . , t A q• /1 ./1 •11 111 .11 f • 1 I . r . i iRrijui SiJuM111AL .1 1 0.1 AM CAM501., I D A I I:I'l SUPPO I G At'%'1 0F, Ll R Y 4 1 0 0 0 11- 'R ACK S p L,L A(,:;5 1 v I VJKING ()t J70 SPRTNKLER 3245- NW I RONT 1 URILANP, CIRC 9 as noted (� i F L()W I L!:, 1 141: I S For the Conditions Shown, Subject is STA T1(:: D0,00 I' ll cow end end RW wpec"i7ft Ln%s Mad P :51 1fit.)A I.. o 1 ;?070. 'M 97.00 r5T PR[5SLJM':. oVAILADI F AT 1.4,:';x 4 F'M 100%63 T:131 AWAUM Fire 01r5tnd SUMMARY OF SPRINKI I P OUTFLOWS oC I UA I.- M.1 N 1.MUM SPR PRESSURE F:L 0 W F LOW K---FACTUR ............... 206 35.05 413.::15 39.77 8.20 207 34,83 48.40 39.71 0.20 208 34,83 18-40 39*77 8,20 209 26,56 42.26 39,77 8.20 210 25*22 41 # 18 39.77 8,20 24,59 40.66 39.77 El 120 2 24.41 40.51. 39,77 8.20 3 1.4*41 40, 51 39, 77 8*20 24,513 40.6 5 39,77 8*20 15 25, 19 41 * 1.5 39.71 0.20 11.6 26,49 42*21 39,77 8620 11.7 26.01 41 .82 39.77 H920 1.1:3 24.62 40*69 39..;':7.7 8*20 '1.9 23,95 40. 13 3`x'. 77 8.x'0 :220 23*74 39.95 39.77 8o20 221 _'3.74 3 9 39 0 77 13.x'0 222 23407 40.06 39.77 0.20 223 244,41. 40.52 39-77 Ell. 20 224 25.61 41 .50 39.77 0,20 225 25.135 41 .69 39477 8.14-0 226 24,45 40,55 39,77 1:1, 20 227 23.7'7 39.98 39.77 8.20 228 23,5r.i 39. CIO 39.77 8.20 229 23,52 39- 11/ 39.77 [31 20 :';30 23,67 39-W) 39. 77 1:1,20 3.1- 24,20 40 . 33 39.77 8,20 3'? 36 41 :39.77 81.20 TOTAL WATER REPUIRED FOR c;YSrt:,M I r 1.22. 40 0 F'M 0 UT F*1.-0 W S AT 5 150.00 1.3 F I M OUTFLOWS AT 1 350-00 OPM 'TOTAL WATER RE(4LJTRFMF:'N1 IP622.40 (0:'M PRE' SURE." RF 'WIRL.11 Al 0 93,54 PSI MAXIMUM PRESSUREE UNDA1, 4NUA: IN LOWS 0t092 PSI MAXIMUM VELOCITY IN flflc20.25 FPS, I R(.:LIU T t,')t IJ�M I I I Al. Ail 1 3 Ike( V )L I GAI,if I w Y Y,•I t" Wl 1., (.1 N 1;0 1.11.1 A V E Ll b 4 C-I r,I Ow rl [AM k0h 11) no 61'mn d as noteV N11' I For the Conditions Sh,)wn, Subject to Cover and Final Impecilon Errors and H 06 3 0 OMIssi J% excepted. -i o 79 0.00 PL. . 0 13Y Br.. C; 1.u0 1 8,63 FIF 0. 1. i fua.'atin Fire District 231 23000 39.90 2, 1 r 7 t.. F1,63 0,061.1 PT 23.65(230) ra 0600 PF 0000 73,85 F=0/o F.F 0.53 B L C 10% B.63 232 231DO 40#33 2. 157 H.63 0. 1367 PT 24. 10 31. F 0000 PE 0.01) 114#19 F=0/0 pl" lot 3 BL C too T 8*63 .30 2,157 L. 0 4<`I PT 25#36(232) 145 232rIQ 41. :1 �J 5 4 8 r=T/O F Y.00 P 1: 0-00 rtI C: too T :1.0.5 0 P1- 2,54 14 2*067 L 3.51�1 P f 27-9()( 145) 4 8 F-VT/0 F 0 0 P RN C 1.00 r 1.0.50 PF 3* 15 44 45 :3. 60 L 11 ,25 0,0324 PT 32#60( 45) :159#48 F=0/0 F 0000 PE 0,00 CM2 C 1.0U 1 it o 25 PF 0,36 P1 32,96( 44) 2, 157 L 0,63 0.0006 PT 23.5C*'G229) 228 229 0 5 F=0/0 0100 PE 0-00 F4 L. 0 0 63 FIF 0.01 ,2127 22BEW 39.608,63 0.0250 PT .23.53(2214) 04 ;.61. r-"=O/() 0.00 PE 0400 EIL C 1.00 1 11*63 FT 0#22 26 ')27DO 39.98 2, 157 1'. 8,63 0,080'2 F:"T. 23. 75(227) 2 85.59 F:;0/01� 04.00 P F 0.00 L C 1.00 T 8*63 P V 0.69 0. 1.6,44 P 1 24#44(226) 2 2!".') �'*.'2 6 11[4 40.55 FJ*63 0 126. 13 f :n0/0 0.00 FA- 0,00 14L (,.: 100 13,63 PV 1 .42 125 225LIC4 41o69 2. 15/ L :''O. 1.3 0.2788 PT 25-H6(225) 167.8;? F !=T/0 9000 PE 0.00 C 100 59,13 FT 16*49 '19 125 2.0_,7 l., 2.1 2 0,3431 PT 42#35( J.25) 0 167 H.' I -T/O 7.00 PE 1 .27 RN C 100 1 9.92 0 PF 3.40 *know. ('10 A 1 04 fle,:. o 4 A PAIIA: 3 IRFLJIJ'f Sl.JiiMTTIAL UPPLI 014: 111:tiJ CON1301. TDATLP S /',A*, - 'III,.) J!l- A('(-', ;'600* A%., 4 J 11 ; 1 O'RACM:; I tam 10 ,V,m V' I Ii im N . V as noted t). JAU ► .-?Idr the Conditions Shown, Subject to 4 Cover and Final Inspection. Errors and F WO o.00 Omissi ins excepted. Uml :100 1 1 P1 0 4 P T 47.06( 2 157 L P'T' a.'.;3. /4 Jua:afin Fire District 222 221 F .00 F-C- 0.00 BL. C t0() 'T (:1.63 P F, 0, 13 13,6'13 0.0633 f'"T 2*3.87 2� 23 222110 40.06 F' 0.001 PE' 0-00 U 75.3'1 F 0 FT 0.55 PL. C, 1.00 1 8,63 224 223110 40#52 2, 157 L 01.6;3 0. 1.404 PT 24,4'e'.)(223) 11`x.[33 F::--0 0 F' 0.00 V E, 0000 UL CI 100 0- 6 3 V-F, .1. 144 224DO 41 ,50 0157 1 1.:)() 0# 474 P 2-5 3(2 Q 1557 ;3:3 f F: 9100 PE 0#0') .1. .1 0 11*5 P F 2#60 D C .1.()() 2.067 L 3,5B 0#3045 PT 28#23( 144) 44 144 157.3;:3 r::'-'r/O F 7.o0 P E 1. 0 L.5 5 p F: 3.2'a 4,3 1 '55.48 3..'!'60 1 11 ,25 0. J.180 PT 33.00( 44) F 0.00 F'E 0.00 U 312.81 F=U/0PF 1 -33 CM12 C 100 T 11 #25 PT 34,33( 43) 220 2.1 2 . 2. 157 PT 23-74(221. )8.63 0.0004 PE 0-00 4.70 F=0/0 F 0.00 PF 0#00 TSI.. C.' 100 T 8.63 21.9 2201*10 39.95 2o157 L E1.63 0,0241 PT 23#74(220) 0 44.66 F '0 F 0.00 PE 0-00 TSL C' T U.63 r:,i:- 0,21. L 3 () .0788 F'1 'e-M.9 5 40- 13 1.,# 15 I y 1.1 U F 0.00 PE 0000 Cl 04 . 78 0 HL C: 100 IF 8.63 0.68 • 7 2101:1 } 40.69 2- 15/ L 8.6:3 0* 1.628 PT 24.63( A8) 0 125.4/ F =0/0 F, 0.00 PE 0-00 BL C, 1.00 T 8.63 FT 1 10 L 50'- 1.3 0# t 2712 PT !')6, ..17) -4 1 DO 41 .82 2. 157 - o 167. '29 1 -- r/o F 9.00 PE 0.Ot') 100 T `,9. 13 PF 16#39 PL. A 1'Amim, ..MOMMAW.190116, !OFM 1. . 04 Am PAUL 4 ww-A., 1.)W.;Uh j P A T I D Ll R(.1 L t\. LV i t FLOW D I AM ri N. Ai In as noted 4 .-Ar the Conditions Shown, Subject to 06'/ &4t and Final inspection. Errojs and 4 IF W) Omis3iins excepted. RN o T 9.923 . ;313 By ___ 18 7 j .'2 5 Ot 40 1..-1 47,07( 24)Tua:ctin Fire District 3 24110 167.0".' 0.00 0#00 Ll 3:3::;. 1. 0/0 :10 2.5 P F 0. 1.6 r'1 47 .23 23 -------------- P'T 24 4 1 11 21.4 213 2- 1, 13 PE 0 .00 Cl 39.60 F'-O/0 0.00 PF 0 . 1. BL_ C; too 1 0.63 2. 157 L El .63 0.071.3 F''1 '2 4.5(: 214 215 214DU 4 0.f.}:'; F,I. 0400 Q 80.33 F:=0/0 0.00 o.6 D L. 100 r 8.63 2. 157 0.63 0. I`:;;3:3 F'f '5.20, 215 21.6 2150C) 4 1. - 1..:,'` 0.00 1,,.. o.00 U .1.2 1 .41:3 F:'-:0/0C :0 0F:,I.. I #32 EI L.. C 100 T c3.63 2# 157 L 1 .50 0#2662 PT 26#52(216) 14;3 2 1.61.11.4 4'2#�`•I F 9000 PE 0-00 C.1 163-69 F=1*/0 `•r") El L C too T 10050 F.f' ;;x.067 3.58 0,3276 VT 29,32( 143) 43 143 00 P E I o RN 1,00 10.58 P F 3#47 3 ,2 J)0 L 11 .25 0.2 5 Z'�? P F 34.34( 43) 42 43DO 312-E31 F 0.00 P E 0.00 Q 476 .49 F=0/0 1. C M'12 1.00 T 11 .25 FT ")-139 PT 37.23( 42) 2- 157 L B.63 0-0000 1:'1 4 4 1. 1 _3 2 1'1. 2113 F 0.00 P F () 00 0.04 F:=0/0 C, 10 T E3.63 0100 FA L 2 1.5 Ell.63 0#0209 PT "4 . 41. (''1,4 1.2 DO 40 .51 1 0.00 P F 0.00 f I V 0 4 .1.13 EIL 1., 100 F 13.6:3 )..I 0 1110 40#66 2- 157 L H.63 o.0*/"4 1 PT 24.59(211 ) r 0 82.01 F:=O/O r Oloo PE: 0-00 PF 0.64 4118 2s157 18.6" iN. 15 4 PT ?5*23(2,.0) , 209 210DO 0100 I'L 0,00 a 123.20 F =0/0 8 6.1 f,j 1 . 36 Ul 100 I- FREQUI SUBM11TAL CREAI F 11 04 Dec - /Y 1 1 :04 AM r'A G L C,()N F)0 L.T D A 7 L[1, SUP PL Y I I Ci A R IP L'-ri R Y Y!.*;T C"-W I I;i L. x!600; 113'RAC K5- 11 A I.;!.i I V r 1 ,'/3.` -::'1.30 H I' A 1.1 i W41 'TO FLOW 1.1 i:0)m 1 N U 1.V 1:*, A.0 S!:.i PRE S!:Ml,,l G P m .I.N . r" I I V l'!:i I /F I *:WMMo I '' MIS noted 1, E:N/F I LrI For the Conditions Shown Subject to !',0- .13 0-'�?7 1.6 F"T 26.'5Y( .2 0 9 9over and Final In,pec,' 1 3 2"0 9 D 14 42.26 .1.t,I", Iinn fr!ors and 0 165,46 P'... -1/0 y#(A) FIE 0000 exceiale, BL L: 1. 59, 113 PF .1.6.06 ","3 123 '.06"? L. 2.92 0,3342 PT 4:'.65( 1.,'3) TUa.atin fire 0 165*46 F'-1'/0 1- 7,00 PE I #27 RN c i o,) r 9,92 PF 3e32 2 23110 335, 11 5. 1.0:7 L I I .25 0.0293 PT 47,24( 23 ) Cl 500.57 F:':-:0/0 F. 0400 FIE 0.00 (::M1 C '100 '1 11 #25 F,F' 0#33 PT 47#57( 22) 08 207 - .1 57 L 8.63 0#0001 F'T* 34.E33(207 0 1 95 F'=0/0 F 0000 PE 0,00 BL 1 8#63 FT 0,00 40#40 2. 157 L 1 .50 0,030:1 PT 3A.83(200) C4 50s3-4 F='3'/0 F 9#00 PF. 0.00 Fit.. (11 0 '1 10050 PF 0. 32 4..) 14 '. 2#067 L. 3,58 0s0370 P1' 35. 15( 142) 50-34 F:'=T/O 1:: 7#00 PE I .5,`-; RN C 10 T 10. FT 0.39 41 4 '110 476.49 3,260 L 11 , 25 0, 3097 F:'1' 37.0'1'( 4:') 14 526.U14 F=0/0 1. 0.00 PE 0.00 CM2 C 100 J 11 .25 F'F 3,413 PT 40.57( 41 ) 206 207 2. 157 L 8.63 0#0259 PT 34.83(207) a 46,45 F=0/0 r 0000 PE 0.00 PL C 10'.) 1 8.63 FT 0,22 :"05 2061.'10 4 B s55 2, 157 I. 8.63 0.0973 F'r :35.05(206 Q 95.00 F:-0/0 V 0.00 PE 0.00 RL C 1.00 f 0.6 3 FT 0,I34 .) i ::';1 4 2 O'.-j , 1 0.63 0.0973 Pr 35#89(205) 0 95.00 F 0.00 FIE 0#00 BL. C too T 8#63 FIF, 0.84 203 204 2. I FJ 7 1 8.63 0#0973 ri 36#73(204) U 95.00 F::n:,)/O F 0#00 PE 0,00 Ft I C 100 'T 1:3.6:3 VT 0.84 202 2103 2, 1 1. 1:3.63 O,V973 PI 37.57(203) U 95.00 1 =0/0 F 0.00 11 0#00 UL U 100 1 8-63 l"F 0#84 A 6 C'k 1:A T f, 04 -Dec' INFOL;l st.JEim1rTA1- F-Fl_ y . Oki". ONIA)LIVATED SU J v FIF-Al. V'01111 F. A. Ell A m HAW CJ m J:N PS I F I I1IlrP i .�,N/F'1 19 1 • as notedILIJ 13#63 30 4 1 the Conditions Shown Subject to I,:,F .102 L 0.0O CO"r end final Impecti) 0 0.00 0 1A n EtfO:s and 8 v, ex;epted. Ell 100 T t;(). 1.,,3 ().k)9'73 F*`1 ';39.:_'5 3 9 2 5 :A§U4 2.15/ L a,&,-- 1.'22 y 00 I.:.F- 0100 LS r1jr,t 99' .00 F:'=T/O F. -10o T 59 13 1::-F' 5.75 T 45-00( .1.22) 211 '. .067 L 2 9 0. 1.1.97 1 7 .00 95 ().00 F*'r::I / F, 7 RN C, 100 1 9.911? 1 . 19 5. 1.87 L 11 ,25 0.0405 47.46( 22) 1 2 2 D 500,',*-'j 7 FIE., 0*00 F 0000 F,[- 0.46 CM 100 T 1.1 I..)5 F'*1 47 ,9'.:.)( 2 1. -- ........ 2,067 L 3.50 0,0605 P'T 40-66( 41 14 1. 41 65,67 F*='T/O F' 7.00 pl:.:. --A .!Y".'i RN C 1.00 1 1.0,50 1::,11' 0.64 F.1- 39#75 141. 141. 2. 1.57 112-00 0.0491 F,F� 0-00 6!j#6-/' F=T/T* F 18#00 6.':30 DI... C, 1.0() 130,00 2 9"') 0.0605 F"T 46* 13 121 21 121 - OV F'F.: 142Z 65.67 I. 7*00 p F' 0*60 1:;N C 100 T 9.9�1 1.1 .25 0,0491 P 48#00( 20 21LIO 595 .5,., F'1:: 0.00 G 661 .'2)3 F, 0.00 Cm 1. C 100 T I t •25 P U.";; 48.55( 20) 3.2,50 L 1 25 0.21421 FIT' 40.66( 41 ) 40 41 F' 0.00 P F, 0400 (J 4 6:1 . :I.? V-:()/() 1 1'.15 F,r- .1 - 71-.1 (I m 111) (1 10 0 - 0.0 4 3!. F1 43*38( 40 ) 140 4 4 0 6 -5 1 06'/ 3.5t.1 F'F: .1 .!"i 5 U 54 . 66 F -. T /0 7 00 FIF .46 RN C.; 100 0.58 2. 157 112,00 0,0350 PT C". 2Y( 1 40) 120 140 54.66 F I T F 18000 FIE ()#00 BL. C too 't 130-00 I'F 4 .50.5 A 120r.U6 L 2-92 0.0431 PT 46*84( 120) 54 .66 F':7 T 0 • F 7 00 PE t .27 U RN c, 100 T 9 9 ell PF 0.4:3 RNW-7-- 7 I-'A C3 L 04 PoN.' IRF(J�11 SLJFIMTTTt)t. y,L 1 :1.., WI,.15 -Ijf.r,., Yo CONSOLIDATED . 4t,­- 600v* I- I L)(:i 1; 1J, 00 T I ROM 10 F:L.0 W ri I All !.oMMANY GFIM :10. as noted For the Condltlons Shown Subject to COW IN FI1,,1 107pec-il)-n- Ums and 5, 187 L .1. 4 0 Omil 'epted, Y 0 p C;I 661 0.00 1. 0.00 1-11 4 a '115.89 F:--:0/0 C, 1.0 0 1' it 25 C:-- *49. 1.B( C,M.1 1-9)iva�,atn Fireistr,xt 3,260 L 11 .25 0. 191'7 P1 43.'.$9( 40) 39 40 Q 4 06. i Itl F=O/O F 0.00 PE U. JO CM2 C 1.00 .1. 11 .25 PF 16 139 39EW 360#59 2.067 L 3,58 0.031 r_ FT Ll 45,91 F=1 0F . 55 RN c' 100 T .1.0*50 PF 0 32 .119 139 2- 1,57 11.:'.00 0.025:3 P'T 44 .33( 1.39) . ,T I B 00 PE 0-00 L1 45.91 F= F,F: 3.29 BL. C 1.00 J.30 0 r'-T 4V.6'e?( 1.19) 19 06 L. 2-9. P L'. 1 2*/ 0 4 91. F=1 /0 F, 7 1 00 0.31 RN C 1.00 T 9.92 5, 187 11 ,25 0.0638 F-1 49.20( 19� 19 ri 0 7.15 89 0.00 61 .01. F"-=0/0 F, 0 4 00 CM 1. C 100 T 11 .25 49,92( .10) 11 .25 0. 1536 F,J A 5.','-5 5( 39 ) 30 39 3.260 L PE 0.00 0 360-59 F:*=O,'() F 0.00 CM2 C: 1-00 1 11 .25 P F 1473 :1.;30 38LIC4 53 2.067 L 3.58 0.0231 P T 47,28( 38) F 7.00 PE -.1 ,55 3Y.06 F=1/0 RN C 1.00 T pF 0.24 2. 157 L. 112-00 0. ()1.88 PT 45-97( :138) 118 1.:380 39.06 F=T/T F. 18.U0 FIE 0.00 BL. C, 100 1 130-00 PC-.* 2.44 11.0 2 .061 2.92 0.0231 F.,T 49*41 ( 118) U 39.06 F='T/0 F oo p E. 1427 RN C 100 1 91914, PF 0 1.21 3 11 ,;,,5 0.0700 PT 49. 91 ( J 1 Fs[i C) 7 6 1. .f31. 5. 187 L CT 800.87 F=0/0 F 0000 PE 0100 Cmt C, 1.00T 11 .25 ')679 70 ------- ifa 37 38 3,260 L 11 . 25 0. 1242 F' I 47*27( F 0. 00 PE. 0-00 Q 321. 53 F=0/0 T-f 1 . 40 CM2 C 100 T J. 1 .25 I i ' ,,', I SUBMIT TAI. I j04 Iv C,0 N!.)0 1 1 V A T F P S 1.)P P I W . 41 8 R A(. F L OW 01 om 1 001 (3 FJ m I.N. I,] III as noted L FN 'V I For the Conditions Shown, Subject to Cower and final in,pecti, 4 H Cmi - n [ItOts and 'bO 06 3.',:3 0-("I -1i Is excPlDtad. .I � 0 34.04 1 1/0 / .00 - I . �&- Cui R N L' 100 "1 10•bu V.F - y 04 ly Tua.'atin Fir, District 4'/.31 ( 1-37) --j'/ 11:.'. .00 0#0146 F''11. 1.7 137 .1.! Q 34.04 F';=Y'/'T 18.00 PE: 0#00 NL. C., 100 1 1:30.00 P F* 1690 2 17 117 .067 L 2.Y ' 1 19 PT 49.:'1 ( 1.1'7) 0 34#04 F'-T/0 F 7.00 PE J. *27 RN C too 1 9.912 P F* 0. 111 1.6 17DO ,0S7 5 4 1 a-, L 11. "15 0.07"i6 F,'T 50.66( 17) Q 8304:90 F-'O/o F, 0.(')0 P F 0.00 C m 100 J 111,15 0.05 51. *51 ( 16) ;36 37 3,260 L. 11 ,25 0. 1010 KI. 48#67( 37) Q 287#50 F-:0/0 F 0600 F:I F:. 0400 CM2 C too *T 11 .25 1.:.1.: 1. . J..4 1 136 36110 -255.66 2,067 L. 3,5p 0,0 1!:.-i C) F'T 49*81 ( 36) 31 .84 F=1/0 11 7,00 F,E -.:L .55 R N C' J.0 0 f 10.58 Pp 041.7 . I 1. 1.6 136 112,00 0,0129 F"148#43( 136) 0 31 .84 F=1*1/ V F 18400 PE* 0-00 El L Cl 100 T 130-00 1:'F 1 .60 16 116 06/ L. 2.92 0.01.:,0 PT "'';0. I 6 U 31 .04 F"--1/0 F, 7.00 PE 1. . 27 RN C too T 9*92 F:,I::' 0. 16 15 1.6 DO 034.90 5. 1.1:17 1 11 .25 0.0810 P !' '51 . 54( 16 0 866. 74 F=0/0 F 0400 PE 0-00 C m 1. C 100 PF 0.9 1 PT 52.45( 1.5 36 3.:'6() L. 11 .25 0.0813 PT 49. [It ( 36). (.1 551 .6 6 F=0/0 1: 0.00 P L 0.00 CM2 C too T 11 *25 FIF 0191. 13'1 35110 -223. 48 ::?.067 L 3.58 0 0.1.6' PT °50. 35) 0 32* 18 F'='r/0 F 7.00 P I 1. .Y-i RN C 100 T it V.. 11 0. 17 1 ,15 1,35 2o157 L 112,.ot 0',&3 1 1, 1 49.34( 135) 0 32- 18 F=T/'T F je.()o PE 0400 BL C 100 7 130000 ;F 1 . /0 04 LIP( 7 SUpmi I I AL y AM WH'.L.- IV 4 1 jo; LA-W 0 W t,omAky nn 10 N V V m R W F, as noted 0 4 For the Con .of oe.) oso162 P Conditions Shown, Subject to 7.00 Cover and final Inspeclim. Errors and Y*92 p1.: 0. 1.6 SO is ex, U too m. A 1� r, 11 ,25 0.0067 p j- '15:'.47( 5 yy . L zlit4t tr-i[ia 866.74 5, 187 L 1. 0.00 Tua7tin Fire District 14 f3ge 9'.) F=0/011 F.lf* 0.9(:3 0 CM1 too T I 1 '25 p T ',,:3. 4'5( 14) 2 3 - 1. 0.0634 F:,1 50- , .-. 3 260 0.00 34 35 0100 CT 48 F=O/o F-f- o.71. GM2 100 .1 1. ...5 2*0V 3.`;(1 ().()181 PT `:;1 .4;3( 34) 134 34110 -189#31 7 .00 r,ri:. I .55 34.17 F=T/O 100 T 1.().51:3 pf 0, 19 RN ."I �jo .(y? 134) 7 oo o.0147 f 1 1�4 1:342, 1:-- 1B.00 FT 0-00 0 34. 1.7 Fzl'T/T o.o 1. .91. EIL C lklo J 2,067 L 2.92 0-0181 98 1.14) 14 1.14 F 7.00 27 34. 17 F=T/O 0 I.H RN loo 9 E190.92 pf'. ().00 13 JADO 0.00 U 933- 10 F=0/0 100 11 .25 FT 1 .05 CM1 PT 54 ,48( 13) 3 260 t.1. .23 0.0466 FT 51 .43( 34) 33 34 F 0.00 PE 0.00 1(19 .31 .)5 F-F.* 0.52 CM2 3.58 0.0225 PT 51 -95( 33) .133 33DO -150.86 2*W 00 PE 1 ,55 ;x1•.•3 .44 F---T/O -1PF• 0.24 RN 100 10.tri 1:3 0, 112-00 F'1' 50.64( '133) 157 o.00 133 1.B 0() U 30.44 Fin I / T 2.3 BL I., too 1 00 2,067 L 92 0.02:'5 P 1 53#01 ( 113) 1. 13 1* 7.00 PE 1 ,27 38.44 F=I PF 0.22 RN C 100 T 9,92 5. 181 1.. 11 (,, 10ol PT 54 .5:,5 01 13) ' 2 1-3110 PE, 0.00 W 11`1x'1 F !O 0.00 PF 1 - 13 CM1 .100 11 .25 F.*T 55-63( 12) V M.1 I I AL. Cji A I VP 04 Ll(-(" 1 :05 AM PA G,I 1 0 A)N S 0 1 V A TLLI SUPPI '11.6AF;LIr ORF llk T IS I# W i"i:'E' (A AT�, LV V7 3,, ALI,.; 4 1 /'.)601)- I F.I OW D I()"I P. I Ljl:`M I N, 1)(IMMAI-Y as notqd ------- For the Conditions Shown, Subioct to 311 33 3 s !60 1, 1, 010;306 1 151 Y c( 3.3 P"r and fima! !n,Peci in. frrars Ord U 150,86 F=0/0 14. FIE . 0.()0 1 '"Is excepted CM2 c 100 T 11. '�25 pf:' 0,34 8y 42 Dt-,E(D{�� Tua")l-in Fire 5 8 52*30( 32) '1.:32 3 2 110 -107.24 2 s 06*/' L 0,02H4 F"T 0 43,621 F=T/O F 7,00 PE -1 -b5 RN C 100 T 10458 PF 0.30 112 132 2. 1.57 1_ 1,12.00 0.0231 PT 51. .0 5( 13'c? Q 43.6 '. F=T/I* F* 10900 PE: 0-00 EIL C 100 T 130#00 PF3.00 1 2 2 112 2,067 L. 2*92 0,084 PI. 54,05( 11.2) 0 43#62 F'-T/0 F. 7.00 PL I RN C', 100 1 9.92 PF 0*21-3 G. to(35 FIT 155.60( 12) i.1 12110 971 .54 5 a 10:1.5416 F*=O/OI 0$00 FIE. 0.00 CM1 Cl too J 1.1. .25 PF A - FIT 56.82( 11. ) `3.1.._._.'32 3.260 L. 11 ,25 0,0163 FIT 52#30( 32) Q 107.24�'*24 F=0/0 f: 0.00 PE 0#00 c M".1 C, 1100 T 11 .2 PF 0, 11-1 0. 31 D Cl 57.04 3.1718 O.0:368 FIT 52*48( 31 ) U 50#210 F=1 11.00 P E - 1 .55 RN 10.tie PF 0.39 ! it 131. 2, V':'j/ L .11 '2.00 0,02Y9 P*r .51 .:32( 1.31 Q 50.20 F'-T/4* F, 1.1:3.00 FIE 0-00 PL C, too v 1.:30.00 PF' 3.89 1.11 2.06' 1- 92 0.0368 P'l 55.21 ( 111 ) 50. 20 F'=T/O I l.00 FIE' 1 *27 RN 909..-.1 PF- 0,37 to 11110 1015- . 16 5, 187 :1.1 ,25 0. 111) T 56,95( 11 ) U 1065.36 F-()/a r 0000 FIE' 01,01) C;M1 c 100 T FIF 1 .34 PT 58o19( 10) :to 31 3. 6U I. 11 .25 0.0051 Fl 52.49( 3t ) U P7 )4 :m-0/0 I 0.00 FIE' 0.00 OM2 c .100 T 11 .25 FT 0.06 I I So 3 2.067 L 3,58 0,0466 P 1' 52.5`.;l 30) .�, 0 57404 FmT/0 F pr _1 ,00 3 1.) 1 RN C 100 T 1,0.58 FT o. dI9 721 g Joe "N, *Owl' F"I RFOL)Y !i(111M I I TAI R F_A I L:.0 04-[fv�,r I I 1-0 pi ['A U F_ I !,3(.JFIf'tY . "'Y"lit#2 WHSV -41/21100; 1V1'R()i'l.';v HEAro, FROM M I I PW 11 1AM 1 IJU 1.V 1 116* IN, 111111, 1-:1 !�J),IMANY L.L N/I I Z . I!) 1.' 00 O.03 51 4Y( 130) d Is Wed r F j fl.oo (). ()Q for L 1thl Conditions Shown, Su')j00 1 130.00 4 93 Covor Ind FI-131 Inspection. rrrorsect 10 110 .2#067 L. 2,92 0.0466 PF ;36.4:'k 1. 1.0) Orniss!ms excepted. 0 '57,04 F=-T/O F x.00 FIC., 1 7 P N 1' 100 T Y 2 F'V' 0#46 Tua,'atin Fire District. 8 101'10 1065,36 6#249 L V). 113 F'1' 58015( 10) 0 1122.40 V=O/E F I a1.Oo PE. 0.00 F'm C 100 1 22. 13 P17 1 . 17 7 8 6#249 L 3-50 0.0528 FIT 59.132( 8) 0 1122. 4k) F-0/0 I 0100 FIE- 0100 M (I 100 1 3.50 F'I: 0. It.? 5 7 6.C6 ; L 1. 5#25 0.0610 F,r 59. -.j() U 1122.40 V =80/0 F. 80.00 FIE 6.6. ::' F P 1. 100 1' 9 11*j#;,"'13 PF .5#81 4 5 11 150#00 6.065 L ;3.00 0/'7 0 P T 71 .93( 5) 0 1272#40 F'=T/T 1::- 43.00 P E 0000 (" 100 T 46,00 PF' 3.54 3 4 a.071 L ;:S.75 0#0191 FIT 75#47( 4) 0 1:172#40 F'-0/0 y, 0000 FIE 1 .63 F'R F 3#75 FIF, 0007 1. 4 8. 110 L 53.00 0#0100, v,-1- 77. 17( 3) CI 1.272.40 F=T/E F 70.00 FF: 0. 00 UN C 140 T 123,00 P F 1 . ,:..3 0 10 UJ A350.00 Pl. I 10 L 740,00 0#015/ v.,j- 10.40 0 1622'.40 F­=2Tv2BVv2UV/F' '?23,,00 FIE:* 0.00 UN C 140 T ?63. 00 PV 15- 1.2 FIT 93#52( 0) F'f'fSF;l-)RL AVATA.Allif AT NODE '0' AT 16:':'. 4 G P M 100.6 PSI 'l(','QM()M r*'l%' .:-c;SURF lJNF4oLANCk:' IN LOOP5 0.09�"' PST MAXI.MuM VELO(,:TTY IN Pflclr.'s 20.25 F*F'!:)' qm .sw,►uMrr�p'+t.MM�A1q�u,.nnn:. r....�..,wiw,u..w- mow..—.. ' I❑ I as noted 1l `mr the Conditions Shown, ;abject to Dower tied Owl Inspection Errors aad HYDRA'Il IrDE I( vFORMATION SHEET ^�ssims excepted. �'� N _- - n DATE �:( NAME ___ � LOCATION 2131-____-_5c.aJ Kflt3cE_LA�1!E _T/t � tkUILDING y LA) Ijt�Ul - /;At'74 [ �YSTEM NO.- 0 O. -- r�ONTRACTOR __��K!N�--_�4* Ta/H 7iC CONTRACT N073 CALCULATED BY KENIVET�-- - -' -- DRAWING NO. Y- FT. CONSTRUCTION: ❑COMBUSTIBLE JKNON-COMBUSTIBLE CEILING HEIGHT - OCCUPANCYNFPA ] LT. HAL ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. L _; "�. NFPA 23'1 [j NEPA 231C: FIgURE_�_1 CURVE^�-�— '- - i � OTHER (Specify) -_.-_- DATE -- m [] SPECIFIC RULING---_----- MADE BY - UJ -' n - ---- ----y --� ------ 5Ylif �TYPE i. AREA OF SPRINKLER OPERATION ��_�--- H DENSITY �a f WI".T YV] DRY DELUGE L.] rhe-ACTION V_' SPRINKLER OR NOZZLE_ AREA PER SPRINKL "I -1�' �- STd_ /S'"a MAKE I1 IYi n/G MODEL." ---- u�R' HOSE ALLOWANCE GPM: INSIDE -- I � Z K-FACTOR B- Z_ NOSE ALLOWANCE GPM: OUTSIDE - 35 — �I ZE _!71 - - - - RACK LLOW LEf+ ALLOWANCE - 1 TEMPEER�ATURE RATING-�._ __-.------------ CALCULATION GPM REQUIRED/U� 3G PSI REQUIRED r�� AT BASE OF RISER SUMMARY "C" FACTOR USED: OVERHEAD —L('" UNDERGRnUNU ��U ------- - WAIttrH_ELQ.W.:TEST P_llME' DATA iAilK QB_.RFS�RV(�113 >. DATE & TIME RATED CAPACITY — 7 --- --- -"i STATIC PSI /b 7 AT PSI ELEVATION IL - - RESIDUAL PSI __-`L7 ELEVATION - -- �—_ WEA GPM FLOWING GPM PROOF F LOVJ_- LL�' ELEVATION `-- � --- 3 i LOCATION SOURCE OF INFORMATION__ ---- - CLASSJ� LOCATION I COIVIMOD I T Y _ _ _�-_-- ___�'------------ 2 ' AREA _ _ __ Uj i S_,ORALE HEIGHT Q___1- AISLE WIDTH yfl�E'it 5 RACK Z r STORAGE METHOD: 30LID PILED_ ✓ `�''' - �- ❑ SINGLE ROW ❑ CONVENTIONAL PALLE F ❑ AUTOMAkTIC STORAGE r" ENCAPSULATED DOUBLE ROW ❑ SLAVE PALLET (] SOLID fiN.EL.VING NON ❑ rJ OPEN ENCAPSULA ED I}— i �] MULTIPLE ROW - FLUE SPACING IN INCHES CI.EAFiANCE ►"ROM TOP StORAOE_TO ' I ING LT TRANS -FSE IN. • LONGITUDINAL _ __.._�_ FIORIZONTAL I3ARRIERSPROVIDFD___.-..-_ Form ')01 PrP 10/7n ` r nate: Tim*; Corit. • Cont. Name: - ► . • • psT •aludWYWYNo = IWIYWWWIWIIWiYYYYYYYYi11WYWYWY 11N■NENow■■1 ■■NNrMEM�nwENN'0 Eom WE NONE a= Now NN■■���� 11■■ /SOONrMIN NO MANIN Ems low■■��� 11■■N■ � M® 1rN�1ri IN■■■■ ■iii■■■■ N1 11NOFA NON■=� MO 11 . NN■ MENNIMN 1111,11■ ■ ■■■�■■smeowiom 11N/IN■NININ a m EM� 110I/■ ■� ■■■■ r■■ 11■■■■■■ ■ ■■ 111�■N■ ■ NMN �r.■■NE� ■NSE ■I�iiNN� � '/■t■■■�■■ ■�� , 'IAN��IAA�A111l1� 11111 I�11�lII�AlIA1�A�`�'I�111!!�i -a.. q 1 11 • 1 / 1 /. �� 1,�. 4' • 1• 1 MMUMMMIALM M T A L 7<) 0 F,A j i 1 P L.Y P T i G A R D 0 N V I N I IR y 4.�'y!.�'l I I 1 1 tj ot Air,( 0 W,0 1600 Cl. 1 F I I I 1 I V F 1.2 e.) GVN. !:;Till-:AW], i HI (III" 2. Y1 K I N( I)I n o ..j i,wl NK I I R 3'"V, NW f 1.1444 [F" 17 2 nq w ll 1: E.S F R 1 5 U LA as noted 5 FA 11 C p q I For the Condifirns Shown, SuUject to RE:9'.1.111JAL Al 207U.0 G P M Wwor am �in3l !n5pection. Errors and 1 02 25 NST PRELSSURI AVA 1.1 ABII.LE'. AT 1.384s4 OPM Omi,-.,i I is eil By_Ci_L ' - I I 19L7 " ,:Ajm�iAF,,'y OF SPR INKI F R 0 UT F 1,0 W`) ba:,nUn fire District A CJ U A I M I N f M U M SPR PRE--!;)SURE F L.CJ W F LOW K—FACTUR 340 21 . 17 37.73 26478 8o20 341 20, 66 37.27 26,78 8#20 342 IF.).37 35. :1."'.5 26,78 El.20 343 16*37 33, 18 26,70 8,,20 344 15.09 3 1 -Ob 26.78 01120 345 14.3`.'; M 406 26,78 17.20 346 13.75 30,41 26*78 8420 347 13.29 29.89 26 .78 8.20 341-1 12,Y3 Z9.49 26*78 8,20 34',' 67 9119 26.78 E3.20 3150 1.2*41. 28-89 26*79 8,20 355 12,20 211.64 26,70 8,20 352 1.2o0E) 26.50 26.70 8.20 353 12,04 28,46 26,79 9.20 354 1.3,01 '.."9.58 26*78 8.1410 3608.20 19 0 05 Jr..J.79 26-78 361. 111450 35,34 26.78 8-20 362 16.47 33.28 26, 78 8*20 363 14.63 31 .37 26*713 8.20 364 13-46 30-08 26.78 8.20 365 12,,70 29-32 26, 78 F3.20 366 12,23 28 ,68 26.78 8.20 367 11 .01 28A.8 26.70 [1,20 368 11 .49 27.70 26.79 0.20 369 11 ,24 27.AW 26,78 8,20 370 11 .00 27,20 26.71:3 8,20 371. 10 .1:31. 26*96 26.78 8.20 372 10470 26,83 26 , 78 862(: 1 373 1.0,67 26.71.3 76.78 8,20 0 t 7Y Fm VAG[ 'I R[�'O LJJ- J P M 11 T A L 1; loo tali. h, 11[;ARll,p (JR[GON I' I : ;''MOOT Cl-W�;S I V 0N, E)TO I'A G 1: in) 110 1 #36 V WIN WAIFR REA11.11RE11 !.')Y5'rEm - ol m no .1 0 0 6 0 0 G P m as noted Ul I I I'I OW,� fl 4 13 0 00 (Alm mill Al For the Conditions Shown, Subject to :)I WoTLR p.304 36 OPM Cover and Final ln,peciion. Errors and F'O-MUIRLD AT 0 q2.'.0'7 PS I Orni J i,z excepted MoXIMUM PRESSURE UNDOLANCIE IN L.(J(.')F'S 0 00 1. 1715 T y MAX:IMLIM VE C;I TY I N P 1.Pl."S 2 1 F�ps Tual,alin /y FAO L,U I J I -J I--'M 1. 1 i A I- DRY IIJAIIINC., OULK Illf) [L-11 SUFI I.. Ht Allb UI A'.,fi 1V. rm) U w rl LAM I.cl Lr 0 I N Ln as noted For the CoRdItfons shown, subjW 1% Qoftr and Fln;il impection Errors ani .3030 L0, 6 7 unli 4.01 0. 3,2 /8 T/o 1 .03 BY EIN C 1,00 T .1'91 5 0 Tua',,!'n 1 ' 380 1 0,50 (,.:3141. FBF.T E 120 3.93 ;333 3 5 3 11 28 46 1:. 4*00 .22 Y—) 1) U . 4 F-— 'T/0 FT 1 .41 NR 1,o() T 4.50 P T 13.65(3,13) ...... 1 .380 1- 0.`;0 0,09E)y F'T' 13*01 (354) 334 354 29.58 F=T/O F' 4, 00 PE 0.22 NR C 100 T 4.',-,0 PF 0*45 4* 124 11 .21 0.0005 PT 13.68(334) 333 334 U 29 o 58 F:::0/0 0.01) F'F*-* 0,00 NO c 1.00 T 1 .21. PF .0-01 `iii.24 4 o 1 9214 :I.2.9 2 (,.0034 F f 13-6y(333) ;33:.' 36-AlP0400 PE OoOO U 04#E31 F=01/0 FF 12*92 0#04 NCI C 100 '73(332) .A 4.1 .33 4. 1.24 000005 PT 13o F 0100 PE 0#00 P 1.40. 14 F-:"-O/0 PF 0# 13 W.A. c too T 15.00 330 331-YIP 55460 4* 124 L 15,00 OsOISS PT 13*86(331 ) 195.73 F=0/0 F 0000 PE 0*00 NCI C 100 T 15,00 PF 0s24 3219 '13011('1 56-09 4,124 L 11 .42 00252 PT 14s10(330) F 0600 PE 0*00 0 251 ,82 F=0/0 PF 0,29 NCI C 100 T 11o42 328 329110 56.68 4*124 L ' 7.83 0*0366 PT 14o39(329) 30(':).51 F=0/0 F ()4 00 PE 0*00 0 NCI 1: too T 7sF33 PF 0.29 3' 7 3'26 DO 57,27 4ol24 7.83 0,0502 PT 14#68(328) 0000 PE 0,00 0 365.78 F=0/0 .1 MCI C too T 1 ,83 PF 0#39 326 327TIO 594.07 4, 124 L 7s83 0,0659, PT 15*07(327) 0 423#84 F-0/0 F 0000 PE 0#00 MCI C 100 T 7.83 PF 0#52 325 326DO 59,09 4- 124 L 7,83 0-0839 PT 15,59(3116) 482.94 FOO/O F* 0400 PE 0000 MCI c 100 1 7.83 VFIF 0466 + :IflP.01! T 131I1ttlI rTF',I t ,0. A11 U rig., "S' 0' :,1 F'M F'Al:3r• 4 I (1PPM; I T'IA(F„ f11,(1N L i Ur')rl I i` i 111.11:'h, 1 . ;'',(?"+ Ct rl'i:.i T \'r 1..' C> li1 N 11 !:1M 1 U I• I I IW 111 Fwl ( W l I C,I'M TN. IP1P1fdR as noted It q 1 ,41:41 1 For the Conditions Shown, Subject to 60.313 1. 1.''i L .i 0. T :''.1(;'6Ct>tdand Iinal Inspection. Errors and CO t`i4»i.;x,•.: F=OAU I x.00 !'L.. O.0V �taiy ills excepted. NCI [: 14100 Y 1.C3�3 F'( 0.8:? By �1 ". :[� ;3 ';3 3 14I1Ct 61 .94 4. .124 t :141:1 #08 0. 1. :',14 1':''T' 1 7.07(;3:?4�11`a.aliT1 Fire District C1 6055.2 6 V=0/0 F 0.00 1:4.. 0 41 00 I NCI t:: 100 T 11. .01:1 F'F" 1. .41. 3221 323DO 64,55 4. 124 t.. 1.4 4;3,3 0. 1537 PT 18.48(323) 0 6657.80 F=0/0 F 0 4 00 PF: 0400 NCI C 100 T 14.33 PF 2,20 321 322110.) 61:1.42 4. 124 L. 13.;71. O. I(340 PT 20-63(.-)22) 0 738.23 F=0/0 F' 0.00 F'F:: 0 41 o0 NCI C 1.00 T :13.'i'I 1='F' 2.52 ?60321110 M62 4. .1 '4 I... :?.6;3 U#2188 PT 2i3.20(321 ) C� 810.M..i 1' =0/0 f' O.Ot PE- 0. 00 NC:I C: 100 T 2,63 F'r 0.58 PT 23.78(260) 352 372 11380 I_. 13.50 040026 IJ 10.70(372) 6.8»3 FT/O I 4.tau I'I::: 0.32 E+PI C: 1.00 T 12.NO F'F: 1 .0;.', :3;3 355"•'L►Ct "'f3.5C 1 .3F1U L 0,!~i0 0.3151r'I 1.:?#05(352) 0 55 33 F=T/O F' 4.00 r'F:: Cl.22 NF( Cl 100 T 4.50 PF :1 .4 ' PT 1.:3.6'x'(3:3 ') 3551 371 1. . ;3130 1 8.550 0,Of:);33 F'T 0 26.96 F'=T/0 4.00 PE 0.32 TSN C too T 12.50 F'F t .04 A3.1351DO 28 64 1 .300 t.. 0 4 50 0.:31 '75' PT 12. 17 12. 1 (351 ) C4 5)e).e)0 F=-T/0 I" 4,00 PE NR C 100 1 4,50 PF 1 . 43 r'T 13,82(331 ) 350 33 '0 1 .?ff10 I... F1.SU 0.01:147 PT 11 .00(370) .20 F'=T/0 F 4.00 FE 0.3 ' PN C: 100 1 12.50 F'r" 1 .06 I :3,30 3: 0110 ;�f1.H9 '0 L. 0.'50 0.:3"•.'»31 r''T 12.38(350) 0 56. 09 F= i r 4.00 PE: 0 4:"h MR C` toc, 4.50 1'f; 1 .45 PT 14,05(330) 349~3 61,.__ 14380 t.. Et 41'50 0- 0864 1-''T 11 -2A(:369) 0 27.49 F=T/O F 4.00 PE 0.3E 11�111 C 100 T 12 s 50 FF 1 .08 F :LJ�EOI1 T :.;UVM1T TAL. C'F'( ,, i r t 7Y or, -I I::UN',i131._ I:(1r�TE.I� 4.4-11'r'LY. T :ICiAI'L1 Old I lir 3,6 5") rV. UPM T N I } LIM+ r'„ tr I I I I lj, I as nated �! ' For the Conditions Shown, Subject to .129 349Ll0 29. :19 .1 . 390 I O"f and Final In Oct 'sand AMISS[is xePad. N . (: i �( T 4.:' O F'I L . a: , 10 -/ fivasatin Fire Cistrict 3403 3601 1. .:.390 t... (:l.';i0 0.013011 FIT 11 .413(:3601) U 27.7(3 F..=r/0 F• 4.00 PE: 0.32 BN C; 1.00 T 1.2.50 F'1= 1. . 1.0 322 34011.10 2? 1 .3110 L 0.50 0.33513 FIT 1 ?.90(34(:1) C) x;7.'.:'7 F=T/0 F' 4.00 PE 0*'22 N C: 100 T 4.50 F'F" 1 ,51 FIT 14.63(3;,0) :347 :36'x' 1. .300 L. (3.x30 0.0904 PT 1.1 .03l (::36.7) Q 28# 10 r:=T/0 F 4.00 F'r-* 04-32 PN C 100 'T• 12.50 F'F It . 1 3 327 3471:10 29.(39 1 .:.3010 I... 0.50 0.34.45 F'T 1.3#26(347) Q 58.07 1:'::: T/0 F 4.00 FIE O o 2.� NFA Cr 1.00 T 4 • 1! 17.1 F* 1 ..''.*j5 FIT 1'3.03(327) :346 366 1 .:3(:10 L. G*"i0 0. 09 34 PT 12,23(366) 0 ?(:1.601 f =T/0 V 4.00 FIE,. 0.;3 I., 1+N Cl 10() T 12.50 PF' 1 . 17 326 346DO 30.41. 1 .'.3030 I.. 0.50 0.3559 F'1 13.72(346) C.4 59.09 F'-r:'T/0 F 4.00 F'E: 0.22 NR C' 1.00 T 4.50 F'F• 1 .60 FIT It-'),54(326) 345 365 1. .3010 L.. 8,50 0.097:3 P'T 12.701(36"'3) C) "'9. 32 F =T/0 V 4.00 FT: 0.3 ' BN C .Loo T 1.'.5() FF 1 .922 345DO 31 .06 1. . 300 1 0.50 0.370;3 FIT 14.32(34'5) P 60.301 F=- r/0 1 4.00 FIE 0.2,:' NR C 100 1 4.:=i0 FT 1 .61 PT 16. 21 (325) :344 :.364 1 ..3(30 L. 8.50 0, 1021 FIT 13,46(364) 0 30.OB r----T/o F, 4.00 FIE 0,32 F4 C: 100 T 1d"I . ,:i, F'r' i #28 324 344DO 31. .175 1 .300 I. 0150 30'!(32 V1 15.06C.344) T1 .:,1 .94 F-:1 ;0 F 4.00 F'F 0.',,.' NR C: 1.00 T 4.r0 PF" t < "j PT 17.0:3(;324) 343 363 :1 , ''R0 L 8.50 0. 1103 PIT 14.63(363) a 31 . 37 F w T/0 F 4.00 PE 0.32 s RN C 100 r 12.50 F'F" 1 .38 ME JLMORKM R&MNAMLM� (Jl Cki 1�) , ''M 'I y r T JLLJe,k)t ORL.A.-A)N 11k I L N I 1 0 M I(,I FLAW 1.11.A m 61 Im 1 0 L A I I.J:N/I I as notod III ,0300 ,:33 F1 1 03130 0 ,'10 C. A 1 6 3,$k f9f Conditinns Shown, Subject to 0 64 1 /0 4.00 a-i. , action Errors and C; NR 100 1' 4,50 .1 9 'Is excepted. P I 113 44 12 fa inTl� Fire D13 342 364"? 1 31:10 8*50 0. 1.:x3,0 P U 1.6,47(3 L'r Ict Cd 33,:.8 0 j:. 4o00 PV 04:32 BN C: 1.00 T 12*50 Pt 1o54 322 3421A.1 ,:3."''1. 1.'11 1. 380 L 0,50 0,4660 FIT 10.33(34'2) 14 68.42 F=1'/0 F- 4 .00 FT.' 0,22 NR C, 100 T 4.50 2. 10 FIT 20,,65(322) 3M :1. 380 L 8o50 0* J. P'T 1.8458(361 ) U 35.34 F 0 F' COO PF 0,32 DN T 12,50 F 11 #72 321. 341.1:10 37.27 1. .:3110 0.';0 0,5 2)1.0 FIT 20,62(341 ) 0 72.62 F 4#00 PE: 0*22 NR C 1.00 T 4,50 FIF, 2*34 r.,,r 23, 18(321. ) .......... 340 360 L 1:1450 0, 1407 FIT 19*05(360) U 35.79 r:,=-'T/0 F 4.00 FIE 0432 BN L; 1.00 T :1.x'.50 PF' 1 ,76 320 340W.4 37. 73 1 300 L 0. 50 0.5331 F"T 21 . 13(340) U 73.52 F*='Y,/0 F 4.00 0,'A22 NR C 100 T 4.50 FT 2,40 260 320 4. 124 L 5.06) 0.002'6 P1 23.7r)(320) 0 73.52 F=O/'O F' 0. 00 FIE' 0-00 NCI C 100 1 5.01:1 F,F, 010.1. 259 26OLIO 010,135 4. 12.)4 L I.4.:18 2569 PT 23o76(260) 14 804,36 F=3E/T F, 40.00 FIE -04035 NC C 100 T '.4.5 8 FT 14,02 2513 259 4. 124 L 50 0.2569 PT :37.23(?59 7 U 884.36 F=E/O F' 8*00 FIE ...3,25 Nt' C 100 T 15 4 50 FIF 3.98 257 258 4. 1.24 L 1.5,00 0 Y PIT 37#96(2*.58) 0 8134 .36 F=T/O F 16.00 PE 0000 NC C 100 T 31 .00 PF 96 42 2571:1(7 --735.07 4. 124 L e., 04 0.009e) [-IT 45#?2(257) 0 149#29 F-0/0 00 oPE 0,00 CM2 C J r c, .(14 PF 0.06 OWK ILI F: JRk*OU'l �;Ullmlll()l C t L A T V 11 1.10C C,U NS 0 1...1 LI A IT I I S I I I'I't r I i-ARI I)RL Ol)N-- MY f.-Yl. IN1 1 ('1"11 [W 11,lCk 0 . ORAGF, Iff.oll, 'I 1/2 6 0 0 W:I!i ll'. �,- G I. ; I FROM IlU I, I.(AW II I AM I I t I M A k no 17D 1.N I- T LrLrmno as noted 43 42 DCS -4 4 .1 -4 1. 1 .2 0.0O.' I') the CondIfInns Shown, Subject to 2'' 0 0 ' I O V 0100 P 1 00 Cover and FInal InsPeclij-1. Errors and C m Ul 100 t 11 ,25 P f. 0603 DmIsSI I'S excepted 14;3 43 67 L. 0#OfJ 0 0 5 F' 1 41)*01 V�Z V4 75.07 F*=*l/0 F- 7,00 PE -0,04 ua:atin fil'o District RN C, 100 T 7,08 [:IF;' a.5 123 143 2 1 !-'17 L. Y6.00 0 0629 PT 46 .52 c 1.43 0 75407 F:='I/T F" I El (Y) PE 0#00 BI C; 100 T 114.00 PF` 7, J.7 23 123 2,067 L 0.08 0.0775 FIT 53#69( J.23) 0 75,07 F'::::V/0 F: 7000 FIE. 0*04 RN C I (A) V 7 4 08 V,V 0.ti 5 54*2EI( 23) 2 2 3 4sl2i L 11 ,25 OtOO27 I"T It 15.0/ F'=O/O F 0400 F.1 o.o(� C ml C, 100 T 11 ,25 1::,1;;- 0 0 013 PT 54.31 ( 22) 1.4 ' 42 2.067 L 1 .3F.7 0*0/59 P1 4,5,94( 42) 0 74. > > F':~7 r 0 1- 7100 F'1.': Oo6O R N C 1.00 T FJ*38 PF 0.64 122 1421 2.. J.ll*.-5 7 L 96.00 01,0616 1"1 45*90( 142) 744,2 F F 18.00 FIE 0000 Et L. (1 100 T' 114,00 PV' 74-02 22 122 2.o 06 7 1 1 .38 0.OY59 Vr 53*00( 122) a 14. .'? 1:-'='T 0 V 7.00 FIE 0*60 RN C; 000 'T 8.36 FT 0,,64 21 22DO 15.07 4. 124 L f1 .25 0.0096 F"T 54.24( 22) 0 149..:'.9 F--;:O/O F 0400 F'L 0#00 (.,Ml L 100 T I I *2!*.'j FIF, 001.1 P T 54#35k 21. ) 41 257 4. 1 W24 I. 5#21 0. I U 2 5 P r 4 89(5; Q 735.07 Vm--0/:) 11 0400 FIE: 0090 0142 1; too '1 5.21 PF' 0.9 ; 14 1. 4.1 DO 664.89 :'.061 L. 1 .38 0#0604 P'T 46.04( 41 ) 0 2`0. 1 F.) F 0 F' i -00 PE ---0.60 RN 1, 5400 7 t ill PF* 0.57 121 141 2o157 L T 6 U556 P'T 46.81 ( 1.41 ) Ci '70* 10 F,=T/7 F` 1(3.f W PE 0.00 FIL c, 1.00 r 114 .00 hT 6,34 4MORWOMMPA"'.*- mom CRL A I k LI 0 3 CON50t 1:LIA11:41 LOOP! U14 w.)m n, I N nAl! as noted For the Grinditinns Shuwn, Subject to 39dwer and Final inpecam. Eirms and' V. 0.00 t, 0 0 i 6 P't 49.9 'k 38 39 4 12 4 f.11. 0400 Oml ii is ex,epted. '546 Y5 r =o/o C too T I J. *25 1 - 19 M 2 By 8) Tua:aUn DO 49et 08 2.46 0,0377 F,'I' 151 . 16( 3 .1.30 3H tj 0 E I F,=T 0 F 7.00 FIE -1 #07 RN C 100 T 9 ,46 r:'1:: 0.36 11.8 13 FJ 2 1.57 L 96-00 0s0306 I::,T' 50.45( 138) 150#87 F:*:::"I T F' I El*0 0 FIE' 0*00 C BI too 'r 1.1.4.00 F F 3s49 '220672.46 (),0377 PT 53.y4( 118) 8 lie 14 50.E37 F=T/0 7400 P 1:-:* 1 .07 RN C 100 r 9.46 Flr.* 0. i6 17 0,0560 FIT 55,37( 18) 11 U 3T/ it 4, 124 L 1.1 .x''; GT ;3(3(:3. 8 F=0/0 F: 0000 fl: oloo 1 *25 PF* 0.63 Cml T 1 P T 56#00( 17) T 51 # 15( 38) 37 3 P 4. 1.::'4 11 .25 0.0(:3(32P C) 4Y6 .00 F.O/0 F' 0.00 1:1. 0#00 M, (:: 100 T 1.1. 2.5 F.l 0199 ) Pl 52- 14( 37) 137 371)(4 2.067 L . . 46 0 0, F,1:*. 1 .01 48,67 F*='T/O F RN Cl 1 '1 Y.46 F 0 117 137 2615/ L ge T 51 # 40( l,37) .), ()() 0 02 B P 48#67 V=T/T F E3.00 FIE 0.00 PL. 1.00 '1' 114.00 PF` 3*21 17 117 2*067 L. 2, 46 0,0347 FIT n4#61 ( 1-17) Cl 481,67 F=T/0 F '7.00 r I F., 1401 RN C 100 T '.x.46 F,F 0.33 16 17DO 388.20 4. 1.24 1 1.1 .25 0.06Y7 P'T `:;6-0 1. 0 436495 F'=U/0 F 0400 FIE 0.00 Cmt C 100 "T 1.1 .25 FFT' 0, 70 -T 56*79( 16) 36....37___. 637 4. 124 L. 1 5 0,0728 P T 52# 15( 37) fl 447s4 F=0/0 F 0.00 FIE: 0100 I CM2 C 100 T 11 . 25 FF 0oO2 ).()o 0.0345 p r 541.97 36) 136 36VQ --3911.94 2*067 L 0 4t3.40 F =1/0 F 7.00 t-E -0,8,' RN C 100 T 9400 PF 0.31 42, t I v 11.) 1. 1 im .1 'J I I i IN . NLV W'? 4-t _J�S as noted(� 6 Y 4 L3 4 EJ V=I/T 1.El#0 0#00 For the Conditions Shown, Subject to .1.00 T 114,00 P F- 3. 11Y Cover and io-i! Wpection. Errors and ',� I " -,,n Lpted. 16 116 2,067 L. "'.00 0.0345 F'1 55#60 ado ,4 1::- 7,00 0,8,1 047 (.4.48 F=T/0 Tua:,-,,,ri hru Cis`rict RN C 100 .1. 9000 PF- 0.31 L 1.5 16 11 U 436-95 4# '.24 L. 1"1 .25 0,CA47 PT' 56,78( 16) 0 485#42 F=0/0 F' 0000 r-E 0,00 Chic C, 1.00 '1 11 .25 F'F* 0095 VT 57.73( 15) 35 36 4, 124 L. ()tjE)q I"''1 '52.9'7 36) u 398 94 F'mO/O 0400 FI L, 0#00 CM2 C 1.00 T 11 .:y5 PF 0.66 135 31,..,,A4 _:34(3.80 3.80 2.067 L 2.00 0.0;361 P T 53.63 35) 1�: FIE O.-81" 0 50. 1.4 F'='T/0 F 7400 RN C 100 T 9000 FT 0#33 1.19 135 2, 157 L 96000 0.0298 P*T 53#09( 135) 11 50 4.J.4 F T'/•T 10.00 I''E:' 0.00 EIL L, 1.00 *1* 1-1.4.00 PF 3,40 1.::i 11.15 2.067 L 2#00 0.0:361 FIT ',*-j6-49( 1.15 Q 50#14 F=T/O F 7.00 1'-'E:. ().G*.7 RN 1.00 T 9#00 F+' 0#33 1.4 :1 1,-)0 U 4 4 2 4. 1.24 1 1.1. . 5 0. 1.016 P-1 5/*69( 15) U 'J,V`:j `i6 F=0/0 F' 0.00 PL 0.00 CM t C. 100 T J.I . P F* 1. o 14 58-83( 14) 34 3'-.') 4 . 124 L 11 #25 0.0460 PT r5*,3,63( 35) :::U/0 0000 FlF* 0000 CM.' C :1.00 1 11 .25 PI--- Os52 134 ;3411(.) 1.94. 13 2,067 L 1. * A 0.0431 F T 54# 15( 34) (4 54.67 F:=T/O F, 7.vo PE 0,67 RN C 1.00 T 8.54 PF 0.37 114 134 2, 15/ L 96#00 0.0350 FIT 53-Eff*j( 134) 0 54.67 F=T/T F- J 0. 00 FIE. 0. 00 BL C 100 T 114000 FT 3.99 14 114 21 0 e.)7 1 *94 0,0431 FIT57#H4( 11.4) ► F 7.00 FIE 0.67 ,4 54.67 F'-'T/0 RN C 100 1 8.54 'OF 0. 31 &-Ara J.-.-I Rl::.OLJ I :-)JLIM I I 101- 03 1'wl' P A C;V., 1:1 7A-1f t I U I 11. 1 iii.1 til, -S I 1 2601, i ("I )S!".; I. 1 it I I Ow It I Am 1 141 1 d , F/ � as noted 41 U 11 4, 124 121 1 r, 1 'Aj Hf.) For the Conditions Pown,Subw, 23 Fro/0 F* 0400 11 , 0000 Cour and Hui !nspection. Error% C; 101.1 T 1 .:.'5 F:'I:: 1, 7 Ojai :'1-)S 00�fvflld P"T 60.2`.,' ( 13) CK-2-- 00 3 3To -".'n ;"11,. I'w1l) 34 4, 124 L. 11 25 0.0335 FIT !-)4. 1.5( 34) 0 294# 13 1 =0/0 F, 0.00 f�'E 0000 (::M2 C 100 T 11 .2 5 P F 0.38 133 33DU 2334-82 21,067 L 1. . 5 4 0,0517 1::"T' 54*53( 33) r) 60,32 F=T/0 F RN C 100 T 6 54 F"V 0.44 113 133 20157 L 96.00 0.04:"0 PT 54,30( 133) G 60.32 F=*T/T F, 103.00 P E 0000 141'. C' 1.00 T 114.00 PF, 4079 .13 •067 L 1 .54 0.O`11.7 1"T 1,09( .11.3 0 60#32 P,:=r/o 1;: 7.00 F.,L 0.6/ f M C 100 T 1.3#54 FT' 0,44 1. 131:10 590.2 3 4. 124 L . 11 .2 1.�') 0. 145e) PT 60#`)0( 1,3 0 650.54 F:'=0,'0 F 0.00 F'L. 0.()o CM1 c 10() '1 11 .25 p I:, I ,e.)4 F'1 61 #04( 1121) 32 33 4. 1.:'4 L 11025 000219 Pr ";405"2)( ;;33) 233.0'.'? F=0/0 1:! 0000 FIE 0000 CM2 100 r 11 ,25 FT 0#25 132 32DU --165.35 20067 L IsOB 000653 PT 54077( 32) Ca 68.47 F:-'r/0 r 7000 FIE ---0,47 RN c iclo 'r ' 8008 PF 01,53 112 132 2 157 L 96,.00 000531 rr '.54#83( 132) 'i 611#47 F*=T/T F 18,00 FIE 0 00 FIL. U 100 T 114000 PF 600"5 o067 L 1 1,08 0*0653 FIT' 60.B8( 112) 0 68. 47 F*='T/O F 7*00 0,47 RN Cl 100 V a. Fj F+ 0,53 ',.D P 650.54 4o124 L I 1 0.17'62 P"T 61 ,08( 12) P 719.01. F=0/0 PE OoO() CM1 C 100 T J.) FT 109. 1"T 63,W-5( 11 ) 31 32 4. 1:'4 L 11 .25 0.1)116 k T 54 . /,'( 32) 0 165035 F=0/0 F 0.00 FIE. 0.00 CM2 L 100 T 11 .25 PF 0* 13 4. 41 ► 10. All T tj f (A)WiOl IDATLP , 1. / ,i I �,s. I '�, e.) (A. N 0 0► L,L W, 1W At) T,0 1JIMMI) I.-Ilm I' ll 1, 1 �I I I I as noted W m .11 N NA-- I T, For the CondItions Shown, Subject to Mj 4 YQ NO I InAl n,pKtion. Frim mm FW 03 . 0.4/ (W o#66 Q F'rz 1 /0 8 00 P F RN too I r, -,n 2- 157 L 96,00 0 0660 �-j 111 131 F-.-I F, 18400 0.00 5,.. 1.00 J 114,0011 111 7o62 2*067 L I ,oEj 040822 F"T 62#7 1 ( 11 I ) F 7.00 p rz, 0.47 a 77.52 RN F= 100 T T/O BOOS pF.' 0*66 to 1.1 J'i u 719,01 4, 124 L :1.1. .'25 0,211.7 PT' 63#84( 11 796.'.'i3F=0/0 F 0.00 FIE 0600 cmi c 100 T 11. . .'5 P F 2.30 PT 66.22( 1 4, 124 L '12 5 0 oo-,v, f 1 5.4 30 3:1 87 -83 F.-=O/O 0400 FIE 0-00 U c M:' c 1.00 T 1.1. 4,25 PF 0,04 2,067 I. 1, .()a U. 1.036 FIT :',a.94 30) 130 30 G [113 F=T/0 F, 7400 r,v: -0,4*7 R N (1 100 T 8008 F'F, (),[34 ) 06,00 ().0842 FIT 515.31. 1:30) 1. 10 130 P IH: 0.00 CT F3 83 F` T/T F 00 p F' 9,60 P.L 1.00 1* 1,14-00 2,06i 1. .Ou (). 1036 PT 64-YI ( 110) 10 110 7 .00 F,E:: 0.4� U C-17 .83 F=T/0 1:1.0 B P RN c 100 T 7 10 11 796,53 6,249 L '��!2.6 3 o.t,),3 3 9 PT" 66-'X')2( 10) P 804.36 F*=O/F F. 12,00 VE: 0.00 F m C 1.00 1 34*63 PF, .1. 6,065 18 25 0.039;3 FIT 67*39( 4 7 1 T. 7.92 (384, 36 F-'80/0 F 90-00 3,86 F'R C.: too T 98.25 3 4 D 0 1.!50.0() 8*071 1.. 3.75 0-0130 P- 71 .63( 4) U 1034.36 F:=0/0 F 0400 PF 0*05 13.11,0 5 0.006P 1 11010, 70.wo FIE 0-00 Uf: N r/F* G 140 1 .1. 0 PF 0,84 740 -00 0.0117 FIT 81 - 69( 0 D .00 1 -U-9. .3A , _ Iry 2GVP2CV/F 2 213.0 0 FIE 0 UN C 140 1 V63.00 F.F 111127 PT 92.9 I I AI.. C'I'I-A I r 11 03 jjt,( 1'3 D k I u L lit O)w PI;I.. (j R 1. 11"'(1 1 AN1.1 A l I i J"M mi"X-IMUM OW:iAl ANI I IN I i),,:t 1 1,,) 1 MAY I OUM VI I.I H. I I N p T 1�,1as notedI LI For the Conditinrys Shown, Subject to Gower and Fina" 'Jrpj;c j)n L-iu,s and 1,.,,1 �', ,Plod. BKV. - -, it 04 Tua:afin Fire District W-M .1 M OL) I ;j J.J Ji tj I I'I f1 L I. N i:;U L 1.D A I L.I I f fiF1F{rI ON fill.,ol I - I ' H I N r) i LOW 111 A M I om 10 L)r'M .1 N n nD L I N.,J as noted r the, rA)nditioi?s Shown, Subject to 00 0.60 COVer and final Impeclion. Errors and ?Y/ OmissiJ Is excepted. RN L; I U•38 m. �,iv 044?� a 4*124 1. •25 0 0:19;:, b4 32 zpiyy-- - 20 2 1 LICI 14 9-'29 0400 f.:.L 0#00 Tual'atin Fire District Q 219.414 F=0/0 A. CM 1. C; 100 .1. 11 *25 P F 0-"'-2 P T 54.54 t 20 4. 1.24 L :1.1 25 0. 1.516 P T 46.B4 41. ) 40 41 9 664,e9 r=o/o F: 0.00 pE 0400 CM C 1.00 'T 11 .75 F-F* 1 - 71 140 40DU -602#71B 2•0 6'7l., 1 .92 0.0541) V'T 4B.55( 40) 7,00 P E 4---0-83 G 62 F:'=T/O 0o49 RN C 100 a.92 PF 0.0443 PT 41:1.21. ( 140 :120 140 1.57 L. 96,00 F* 18 1 0 0 P E 0-00 f 64. 1+L C 100 T 114#00 2,067 L. 1 .92 0.0546 P T 53,2 6( 120 20 120 0 67. 11 F=T/O 1' 7.00 p�, 0.E13 RN 100 T 8,92 F:.F* 0#49 4, 124 L 10.00 J. .4,25 0,0309 1::"l' 54.58( 20) F 1Y 20LIG 219-49 000 F-E 0,00 0 281 .59 F=0/0 PF 0,35 CM1 C too T 1.1 .:5 PT 54.93( 19) 4. 1.x'4 L 1.1 ,25 0. 1'64 PT 48,54( 40) 39 40 0 602,78 V=0/0 F 0*00 PE 0-00 012 10() T 11 .25 PF I , 4'.'? 139 39110 -546s9tj 2.067 L. 1 .92 0.0448 PT 49.96( 39) 0 5n.62 F=T/O F 7.00 F-L. -0.83 RN C 1.00 11 8,92 p F., 0.40 2. 157 L 96-00 0.0364 F`1 49 - 53( 139) I.19 139 Q 5 5 2 F=T/T F 18100 0.00 BL C too 1, 11.4.00 19 1.19 EM 2 067 L I .9:' 0.0448 K! 53.60"( 119) 14 53.82 F=T/0 F 7.00 RN T 8.92 P: t. 10 18 19DO '129 1 .519 4*124 L. 11 . ?5 0,0432'Pl -ell0� ' "' Q 337. 11 F-r)/0 V 0.00 PE 0-0 CM1 C too T 11 *25 PF T 55- 0.49 40( 19' P Y t0:5'y' AM L E it-lUX LA�'i ON";t)I I ti A I V D (.,LWPl- Y 1, 'T '11.1 A RV ORI 1W y 'I V1 K.1 W-) AU I L) VWS 1 1, R KWt, NW F R(*INT TH ANIS H..Ow If f`.i I A T 1* .107400 Ps., g as no,ted RESIDUAL. AT 20/0.0 (I o PRESSURF AVAI*I.,()FJL.[':' Al 101M :1.00 :)3 PS I r01 the Cond"Ims Shown, Subject t Cover an(' F"" "'Pc!jon friars Slid Chili cpJLJ py 1�(J SUMMARY OF SPRINKLER 0 Ul V W.') ACJUAL M-I N 1'.mum SPR PRESSURE FL 0W f:-L 0 W K F AU T 0 R 206 35,51 48.86 39,77 E1.20 207 35.29 48.72 39,77 8,20 208 35,30 414.72 39 :77 E1.20 1209 '.:'6-81 42,46 39*77 8.20 210 25.30 4t .25 39.77 0.20 24*55 40.63 39. /7 8,20 212 24*30 40.4;,.'. 39.77 E1.20 213 24 . *'(? 40.4:1 39.7'/ 8.20 214 24.40 40.50 39. 77 0.20 215 "24o09 4j,91 ;39.77 8.20 :1.16 26.04 41 .84 39.7 El*20 21.7 26*33 42.08 39. 77 F1. -10 :L8 2.4*Y 9 40.03 :'-'9.77 El. 20 219 24.00 40. 17 39,77 8020 220 23,73 39.94 ;39. 7 y 8.20 221 23o71 39*93 39.77 8*20 222 23*B0 40t00 39477 EJ.20 223 424,24 40#37 39,77 El.20 224 25.30 41 ,25 39*77 8.210 225 26.20 41 *97 39 ,77 a.210 226 24.64 40.71 391177 8,20 227 23.B5 40.05 39,77 8o20 228 23.57 39,81 3c, .77 8.20 229 23.52 39. 77 39.77 B.20 230 23.63 39.86 39. '/7 a."20 231 24.06 40*22 39,77 F1020 232 25.09 41 .08 39.7';' 0*20 TOTAL WATER RE:.OUtRED FOR SYSTE.M It ] x':'. 76 GPM OUTFLOWS AT 5 150.00 00 GIPM OUTFLOWS AT 1 350,00 LJPM TOTAL WATER REPtJTRr-MFNT 1. p622#76 GPM PRESSURE REQUI-EA Al ) 93* 34 F'S I MAXIMUM PRESSUkE LJrtAik..AN0' k:. iN LOOPS 0-076 PS 1 MAXIMUM VELOCITY IN PIPES 19.16 r.:r".S -4. AOX.11.A K I tA.)EIMT IT A I. i PLAIT 1, 1-11 t:,%, I I,(IN I k.',.'I l:,JJFTLY 9 1 1 GARD I I Wy 1, (.')W L F:N 6 1*H I I I 1 .1.N 1.1 1 A M I f I I J-1 —11 FOP r") 11 11 1 � L For thpdi H 63 ub; 0.0 1."j., ��j ct f0 ..1.3o 66. ,-1 P 63 0.0 442 4 15,/ fil .)4 and 1, .1.v e) .1:1 1 U 6.3 0.0 2. 1 W. 10 3 Y.0 2. j ItO 0t.L 41.91. 145 147.Yl 3 H 11.0 2.067 IM Wrict 11,! 43 147,91 11 2) 0,0 3.260 LIM2 0. -i 3 0.0o 34,Ob ,33.'72 228 9 13,02 0463 0. 0 2. 151 14 L. 0.0025 0.00 23.`,,4 2;34 `2 227 228 5:.'6 83 FJ o 63 0*0 2* 157 EIL. 0;3 W2 9 0600 23.8'.' 23.54 226 227 92,87' 8*63 000 1161.57 HI 000933 0600 24.63 23.82 225 226 '!3#513 8*63 0*0 2+ 157 BL 0. 1.828 04,00 M,21 :'4.6;3 125 225 i 5#55 41 .50 9#0 2# 157 PL 003030 0#00 4145f. 26.21 25 125 1 /5.55 ?492 7,0 2*067 RN 0t3729 1 *27 46 . 48 41451 24 2t- 175o55 11425 0,0 5, 187 C'MI 0.0042 0,00 46 .53 46948 222 221 27,77 8-63 0.0 2, 157 PL 040100 0.00 2',,x.80 23,,71 223 222 674,77 8.63 0.0 2+ 157 BL. 0,0521 0*00 2,1#25 23.80 224 223 1011, 15 Bo63 0-0 2* 157 DL 041:',:17 0000 25.32 24,1',-5 .1-44 224 .149,39 10.13 9.0 2, 157 TSI.,. 0422413 0600 29,62 25*32 44 144 149,39 3.58 7.0 2,067 RN 0.2767 1 *55 34410 29,62 43 1 297.30 11. ,25) *260 Uh 2 041075 '0+00 35+31 34* 10 220 221 12. 16 8-63 0#0 2, 157 EIL. 0*0022 0.00 23o73 23,71 .,2:19 220 52, 10 0.63 0#0 2# 157 EIL 04-0320 0100 24o0). 23,73 .'1.8 219 92,213 8*63 0+0 2# 137 F:I. 0,0922 0,00 24.P1 24*01 '1.:? 218 1.3341.0 8o63 0#0 2s157 OL 0. 1816 0.00 26438 24,81. F) 41 ,50 9*0 2-157 EIL. 0.3018 0100 41 -62 26,38 24 124 175, 18 2#92 7o0 2,067 RN 0*3115 1 ,2'1 46*513 41 ,62 23 24 350*74 11425 0-0 5* 187 CMI 0,0152 0#00 46,75 46*58 -------------- ------ 214 213 31 .42 8.63 0.0 2. 157 EIL 0.0126 0,00 24,40 24+29 215 214 71 -92 8,63 0-0 2. 157 BL 0,0581 0#00 24.90 24o41) 216 215 112.84 13.63 0-0 2o157 EIL 0, 1338 0400 26,05 24,90 :143 216 154.68 10- 13 9.0 2, 157 BL 0,2397 0400 30.64 26,-05 43 143 154.68 3,58 7.0 2o067 RN 0*2950 1s55 35.31 30,64 42 43 451 ,98 11 *25 040 3#260 CM2 0.2332 0,00 37,93 35.31. 212 213 9400 8-63 0-0 2# 157 BL 0#0012 OoOO 24,30 2442? 211 21'' 49.42 8*63 0.0 2, 157 TIL 0,0290 0,00 24,55 24.30 210 21.1 90.05 8.63 0.0 2. 15*7 EIL 0.0881 0.00 25,31 24.55 209 210 131 ,29 8.63 000 24157 HL_ Oo1770 0,00 26o94 25#31. 123 209 173.75 41 ,50 9-0 2. 157 EIL 0,29'73 0.00 41. 68!i '26#84 23 123 173.75 2, 92 /*0 2,06'/ RN 0#3659 1 ,27 46,75 41 .05 22 23 524,49 11 .41,11-5 0-0 5# 187 C141 OoO320 0400 47. 11 46. /;`) ---------- 208 207 2#98 8.63 0.0 24157 EIL 0o0002 0.00 35.29 35.29 142 208 51 . 70 10413 9-0 2*157 EIL 0-031.6 0.00 35- 1'39 35o29 42 14 ' 51670 3.58 /-0 2#067 RN 000388 1 .55 5 3548'? 41 42 503, 1s; 11 #25 OsO 3*260 CM2 0#2850 0 : 00 411c " I——...I............ 206 207 45. 74 (1,63 04 0 2,15'7 RL 0o0252 0100 35.51 35429 205 206 94.60 8,63 0.0 2# 157 EIL 000965 0.00 36.34 131 05t 204 205 94 -60 8.63 0-0 2- 157 PL 0#0965 O. OU 3701/ 364,34 203 204 94.60 8*63 0-0 2, 157 RL 0,0965 0. 00 38,00 4,14 J!, pf ,Omjwl -Twm (i L)X I L AR Y 11,M.1 T T AI f,F.A I L ONSOIJ I,A I I.-'ri S L)FTL Y y r 1. t I%".)m IO f L 0 W 1.I No T i 0." o:3 Y4-e)O 8 fp 94s60 E3.6:3 o.o I 94.60 41. .`.`,0 5'.0 o ol #I% km3,SkWMI SubJect- Y t II . tp 2. 12 /-0 94.60 1 22 6.19 0'r' 1 .2`j 0.0 a, 41 61 32 3.5 11 7.0 2.0 61 RN �4trict ()-0-533 1), 141 61 .3: 112.00 1E).0 2# 15'? 1:+1... 0-0433 0 00 4!:: 7 6 :.'.I. 1.21. 61 ,32 2,92 7.0 2.067 IM 0.0 533 1 2 11 4 "0 1. 680.41 I.1. ,25 0-0 5. 117 CM 1. 0.0;';1.8 0.00 40. 14 4 40 41 442.35 11 .2 5 0-0 '3-'260 (,'M.'..' 0#2241. oloo 43*64 41 140 40 51 .00 3*50 7.0 21.067 RN ' 0#0379 -1 .5�j 42,49 43.64 120 140 51 .00 112,00 10-0 2, 157 PL 0.0308 0.00 46,49 42.49 20 120 51 .00 2,92 7.0 2.067 RN 0-0379 1 .27 48. 14 46.49 19 20 731 .41 1.1 #2n 0.0 5. 187 CMI 0-0592 0.00 4(3,81 48, 14 39 40 391 .35 1-1 .25 0-0 3.260 CM2 001787 0000 45.68 43,67 139 39 42,78 3.58 7.0 2.067 RN 0.0274 -1 .53' 44,42 4``i.613 119 139 42.78 112.00 18-0 2. 151 Li1.. 0,0222 0000 47.:3:1 44-42 19 1t9 42.78 2,92 7.0 2.067 RN 0-0274 1 #27 48s85 4*/.31 10 19 714. 19 Myw11 *25 0.0 5. la/ cmi 0,0657 0-00 49#59 4E).Pc:l 3E) 39 3413.50 11 *25 0-0 3.:'60 CM2 0, 1442 0.00 47.30 45,68 138 38 36. 15 3o58 7-0 2-067 RN 0.0200 -1 .55 4,9*96 47,30 1 1.8 1313 36. 1.5 112.00 18.0 2- 157 PL 0-0163 0000 40,08 45.96 in f [a 36. .1 !"i 2*92 '7-() '2-06 7 RN 0,0200 1 .2'7 49*5!J 41?.0 11 I 7 i. ..El 810.34 1 1 .25 0.0 cml 0.0713 0#00 50113 4;. 37 38 312.42 11 .25 O.C. 3#260 CM2 0. 1178 0*00 48o63 47,30 :137 37 31 .90 345a 7-0 2.067 RN 0.0159 -1 .55 47,25 48,6,.i 9.17 137 31 -90 112.00 18-0 '. 197 PL 0-0129 0.00 40.93 47,25 17 117 31490 2*92 700 2-067 RN 0-0159 1 .1111 50.36 48.9;3 16 17- 842.23 11 .25 0-0 5. 187 CMJ. 0*0768 0.00 51 ,22 50.36 36 37 280.53 11 .25 0#0 3.260 CM2 0#0965 0#00 49#91 48,62 136 36 30# 16 3*58 7.0 2.067 RN 040143 -.145r) 48.31 49,71' 116 136 30. 16 112.00 18-0 2. 1.57 IDL 0,0116 0,00 49.U2 48.31, 16 116 30- 16 2,92 7.0 2.067 RN 0#0143 1 .27 551 *23 49.92 15-16 8.72- -39 11 ,25 0.0 5. 187 cmi 0#01320 0.00 52, 15 5 1. . 35 36 250.37 114255 0.0 3.260 CM2 0,0782 0400 135 39 30.48 .5 0 1 95 9 49.71 3*, 8 7. 0 2.067 RN 0-0146 1 .55 49. 19 50.59 11.5 135 30.48 112.00 1 F3-0 2. 157 BL O.Oi 19 0000 50- , 4 4Y, 1.9 4 15 115 30.48 2.92 7-0 2.067 RN 0,0146 1 *2*1 511. 15 14 15 902.B/ 5Os74 11 .25 0-0 5- .187 CMI 0.0874 oloo 53. 13 '32. 15 34 35 219.89 11 ,25 0-0 3-2 134 34 60 CM2 0,10A1 6 5 5 ().00 51 .204159 33, 16 3.58 *17-0 2.067 RN 0,0171 49o91 51 -214 114 1o4 33. 16 112.00 18-0 2. 1;57 K 0#0139 14 114 33- 16 2o92 2 49.91 .067 RN 0,0171 51 13--14 936.04 11 *25 0-0 5. 187 CMI 0-0934 0:0() 54,21 53- 16 --- ---------- 33 34 196.73 11 -25 0-0 3.260 CM2 0o045`4 0,00 51 79 51 ,20 133 33 37.39 3-58 7#0 2-067 RN 0-0213 -1 -55 50. 4/ 5109- AUXNARY SUI:C ! Tll�l A I I �l CIONSOI'I rl(4'1 f if SLO., F:R M TO 1: 1 (.)W DJ AM 11 .i J33 3 H o. 47 nn 12 13 5'7:3.4,. as noted Ln.A-1, 3 U M 0 0 FortthkcAnAtions 3 2 33 141 . 34 ) . ject a 7*0 06:' NN 94 :['3 3" 4: 09 3."�'Jn le- 1 00 IS.0 2- 157 RL 0.0223 C.00 '3 1.1.2 13:? 4 067 RN 217 5 :1. 427 1 121 42.89 92 .740 11. 1;' 1016-31. 1.1 .25 0.0 5. 1.87 CMI 011080 0-00 31_._.32 1.06 45 Il .115, OoO 3.260 CM2 0.01,61 0.00 52.3.1 5)". l3 .1.31. 31. 49,61. 3.58 7*0 2.067 RN 0,0360 •-1 .55 51 . 14 .;;:.'. .31 .1-11 131 49,61 112.00 18#0 2, 1.57 BL 0.0293 0.00 54,95 51 . 1.4 1.1 111 49.61 2,5'2 7.0 2,067 RN 0.0360 1 *27 56.58 54.95 10 li 1065,93 11 ,25 OoO 5, 187 CMI 0# 1188 0#00 57#92 56.5r, 30 31. 56.83 ~ 11 .25 0*0 3.260 CM2 000090 0.00 52,37 52.31 130 30 56.83 3. --o P 7.0 2.067 RN 0,0463 -1 .55 5 J. o 31 5',*'.3 7 110 130 56.83 112.00 J0*0 2. 1.57 BL 0.0376 0.00 56.20 51 -31 10 110 56.83 2.92 7.0 2*067 RN 04,0463 1 .27 57,93 56.20 B 10 112'.1"o76 10. 13 :1.2,0 6.249 FM 0.0528 .0,00 59- 10 57.93 7 8 1122,76 3,,50 0.0 6.249 FM 0.0528 0.00 59*28 59- 10 5 7 1122476 1.5.25 80.0 6.065 FRI 040611 6.62 71 *72 59,28 4 5 127:.'..76 3.00 43.0 6.065 FRI 04,0770 0.00 75.'26 71 ,72 3 4 1272.76 3.75 0.0 0.071 FR 0s01.92 1663 76,96 75,26 1. 3 1272, 76 53,00 70*0 8. 110 UN 0001.00 0.00 78019 76o96 1 16 .76 740,00 '23•' 91. 1.10 UN 0.0157 93.31. 78, 19 41 . ............ • I �I as noted For the Cnnditi,)ns Shnwn, Suh�ert to Cover sa, I.f I. I s a-11 NAMEN�'�I 3 S�� /1l}Rc.r 4-ANE ' 77(,AA:a-) LOCATION_-_ - 7 37 / BUILDING- L4-Al f#W5i= lC AplNG DOC-t< _ SYSTEM NO, CONTRACTOR __V j KJ N G /}u rL�� �ric SF-qI ti KLe �'" _� CONTRACT NO. . CALCULATED BY k_ ~''v H �' F'U6r t� _ _ _�_ DRAWING N0. CONSTRUCTION: L] COMBUSTIBLE NON-COMBUSTIBLE CEILING HEIGHT-1--4 _...__.FT. OCCUPANCY- —------ --- NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. NFPA 231 ❑ NFPA 231C: FIGURE S CURVE------- OTHER URVE-- ---- OTHER (Specify)— 4401P/loy At— Cie. -5:-24 7- F/5 - w SPECIFIC RULING MADE BY DATE w i AREA OF SPRINKLER OPERATION _ZG'�C� SYSTEM TYPE ►- DENSITY �_ ❑ WET DRY ❑ DELUGE ❑ PRE ACTION > AREA PER SPRINKLER -0 SPRINKLER OR NOZZ�r7 HOSE ALLOWANCE GPM: (..SIDE �5y _� MAKE U I kl ATW7- _ MODELG' STD KPS HOSE ALLOWANCE GPM: OUTSIDE _ 3 I SIZE__L13-Z' K-FACTO? �' 7- - RACK SPRINKLER ALLOWANCE TEMPERATURE RATING Z�d CAL!:Ui_ATION GPM REQUIRED Z PSI REQUIREDAw.O �7 AT BASE OF RISER duck SNC Hest CJ i SUMMARY FACTOR USED: OVERHEAD-�bL' UNDERGROUND J jWATER LOW IE,S.I TANK OR RESERVOIR } DATE & TIME _ RATED Ci-FACITY _ CAPACITY STATIC PSI _�y � AT PSI _ ELEVATION - a RESIDUAL PSI ELEVATION _ GPM FLOWING, WELL UPROOF FLOW_ GPM U., ELEVATION '7 LOCATION -- S t.Li 7 2'44 j rg B•C E A)e- SOURCE OF INFORMATION------. -- --- COMMODITY____. CLASS LOCATION uj STORAGE HEIGHT__- - 7`�T- _ AREA A AISLE WIDTH _ STORAGE METHOD: SOLID PILED V/Ix'�''�� o PALLETIZED _' _ % RACK [] SINGLE ROW ^ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE C ENCAPSULATED ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING ANON- [] MULTIPLE ROW a ❑ OPEN _ENCAPSULATED y FLUE SPACING IN I HES CARAn l= FR�TOP QF STOR,4QE TD CES_ ir i ONOITI.-)IT,AL `_TRANDVERSE ', _ 1 F T. _ Zoo- HORIZONTAL s HORIZONTAL BARRIERS PROVIDED 4" rfm ry N 1 11111111111110-m- 7- _ WATER F LOW T 1 - t IMMARY SHEET �. Hydrant Outlet LDPitot Press. Flow Residual lute: _ Time: -- Lo,R, Ne, aches Ps+ m —i -L- C ont. L.Cort. Name: Ct N50•'I��E�_ � 2 Address: 3�2 7 SVJ VA LE Total Flow iitnt is Press: /0 -1X61 Flow®at) psi ,m TIT III III TIT T-T T! iTrT 120 1 1 yl 115 110 i--- 105 — — 1 i r o 70 100 I•:E: TID4 '17 PSI 95 - --- 90 t 80 -15 ----- 9 5 G - - - 30 25 _-_ 5 itL— -- -� LIA I I A ikilif LIA --- III Sesh�"'>A 1 W zoo iW Arlo 500 i00 800 200 400 600 boo 1000 i2,, 1400 1600 2 400 900 1200 1600 2010 '401, 2000 1200 Water Flow gpm urr,.+ r..•w w, t I'k E,0 1.)1* S(.)14 M I I If., V ) ) C N!: 0 1. I'll A T Ell ..'1./;';.170; C L A'.) V I K I N G A 'I I NI I I P NW f N N I I I Ow 'I U PA a's noted k p L. I For the Condltln"s Shown, Subject to RE".S.IDUAL. A) ;.i)l0.0 131--M84d Rial IftsNclion Errors and F'kF!:;")'LJRF" AVAILABLF Al F'!!31 'ki' ts except-(i Tualatin Firs; bi�trlct SUMMARY Cll:: SPPTNKLF.R OUTFLOWS) A C 71)A L MI N I:MUM 51"R PRESSURE FLOW F,L 0W K FA 1,T 0 R 272 29.21 44*32 2J. .67 8.20 273 27.05 42.65 21 *87 E3*20 274 25,21 41 , 17 21 .87 8*20 275 23.64 39.87 21oEJ7 0.20 '76 22,32 38-- 74 21 .07 0.20 277 21 .23 3'1 .79 21 ,87 8*20 78 20.34 36 ,99 21 .87 13,20 1.79 19.63 36.33 21s87 8o20 2E:10 17488 34*68 21 .87 8.20 'i11. 16*55 33.36 :!1. ,87 B420 B'-) I r1i,57 32.36 21 ,E37 E3.20 283 13,63 30,28 21 ,07 8,20 264 12.34 28,81 21 .87 El.20 285 11 -55 27,87 21 ,87 9*20 286 10.46 26.52 21 ,87 0.20 2137 :1().0<' 25,96 21. *87 8-20 288 1.0,66 26,713 21 .87 8.20 292 21479 313.218 21 .87 8,20 293 20. 12 36.',19 21oE)7 8.20 294 18*70 35,46 "1 .87 8o20 295 .7650 34.30 21 *87 0,20 296 .1.6.49 33.30 21 -87 8,20 297 15-65 3 .44 21o87 H 0 14 .97 31 .72 21 ,87 8,20 299 14.42 31 . 14 21 .87 8.20 300 13.09 29.66 21 .87 8s20 111 1 E17 (3.20 07 "18.49 301 .1 2 302 11 .32 27.59 21487 8.20 303 9485 25*73 21 .07 8,20 304 0,87 24o42 21 .87 8620 305 8427 23,58 21 .87 8,20 306 7#44 22.37 21 .01 8.20 307 7s1t 21 .U7 21 .0'7 8420 F-F'r<rouf sutimi i ior G 1-<E.M 1, 11 0'. "4 1 1 1 1)M 1:,w i V C,0 N S 0 1. 1 D 6 1 L V I I I Y ; 1 .1 i.0 I.;:1*1, 010. 111-I'1 'S Y.) 14-, 1.(161, 11,11 W lk.:h .21 /2600; 6 1 V* 1, 1) G 1-N 'i I Fir C 0 no U7 A1.. 111 1,, I.J Ol I 110 1 )Y,;I EM 1. 06.1 61 (A-14 Lr' i OLJIFUIWI. as nOff,-d 1)U IT L.U 1-, 1.)1 i 3 0 0 0 (ii r1 F" the Co:iditions Shown, Subject to JUTAL W,)TE'R 14 NUIRLMEM 1 1 p 56.1 6.1. G F,M Cove' aild Final InsPection. PR E'3 F)U R t:' RVOUIRED AT 0 96, 11 PS I 4m(ssl[)ns excepted Errors and MAXIMUM UNBALANCE IN OoO73 PS I DY MAXIMUM VLr,..(,)C Y I N F'11!**1:-:'43 25 4,50 FPS Fire D'istrict -W F*I'RV,0 1.11' S 1)B M f I tali. Om 13 'UIT'i Y; I CI f)N d L TI.,A I L I I 4 .),I 2(soo 0 .1 1 ",l k the nd as noted. For Cover andCol Shown, Sub*1 07 307 1. 1 10.67 0 3W PVCIan 0 21 ,87 F* E.- 0 1 .00 1 V 0,40 IRN L 100 1 1.:1 .e.),l .'267 2EJ7DO 25.96 1 380 L 0-50 0.2407 PT 10*02(287) rirLa Q 47.f:1;3 r o F' 4*00 FT 0*22 NR C too I 4o50 PF. I .08 PI 11 , 32(267) 286 306 1 ,049 L 10,6/ 0,2243 PT 7.44('306) 0 22.37 F=E/0 F* 1100 PE 0.40 BN c too r I 'l .6/ PF 2.62 266 286DO 26,52 11380 L 0.50 042505 PT 10.46(286) 0 48. HB F=I'/O F 4100 PE 0422 NR C, too 1, 4.50 FIF* 1 . 13 PT I 1 #81 (266 285 305 1 #049 L 10o67 0e2473 PT 8,27(305) 0 23.58 F*=[:"/O p- .1100 PE 0,40 BN 100 '1 11 *67 PF 2,89 6 5 213 5 D 0 o il,/ 1 0,50 0 ai 2755 F"r 11 #56(28.') Q 5.1 .46 F*='I'/O 4,00 FT. 0.22 NR c 1 o 'r 4o50 FT 1 ,24 PT 13,02(265) 284 304 1 .049 L 10*67 0,26M PT 8-87(304) 0 24,42 F=E/O 1%- 1 .00 PE 0*40 BN i o o 'r 1.1 ,67 PF 3.08 264 284DO 28.81 14380 I.. 0#50 0.295J PT 12.35(204) CI 53.23 F'=T/O 4.00 PE 0-22 NR c 100 J, 4.50 PF 1 -32 r.,,r 13,89(264) 1-83 303 1 .049 1 10,67 0,2907 PT 9-8b(303) 0 25#73 PeE/O F, Isoo F'E' 0,40 BN c .100 T 11 .67 PF 3,39 263 2831:U 30179 1 ,380 L 0.50 0#3223 PT 13.64(283) cl, 56s(,i FwT/o F 4100 FIE U.2".' NR c 100 1 4 .50 PF 1 .45 P*T 15.31 (263) 282 302 1049 L. 10-6,' 0.:3307V'1 11 ,32(302) 27,59 F-E/o F 1 .00 PE 0#40 PN f too 1 .11 .67 PF 3,86 I J;RE*00J 51-1-OMI AM 1''AOL 4 V,ONSOIALIATED SUPI'l I (-—Aff L)N ,2112600; CA W'I'r, TYf .1 0 F,p 0 m T1.) 1 1 0 W 111 AM GPM I F N I I 111 no loiee � 1 1-3,40 .:..62 -!EJ21'(-) *L'?.l!)e, the U ::`I9.9' 1 0 4.01.) k cover Shown, Subim *pf, NN C 100 T 4.50 Fl .1. 64 ction' Errors aw 7 A 4 21�-V' opted. ��rzax- ................. -T 12.0 V('13 0.1. 281 301 :1 .049 L. 10,67 0,3509 F 14 28,49 F'=:L/O F 1000 PE 0,40 IS f.I BN L 1.00 T 11 *67 PF 4,. 10 261 281 DU 33.36 14380 L. 0*50 0,3872 PT l6s57(281 ) 0 61 .85 F=T/O F 4,00 P E 0#2121 NR C 100 T 4,50 F'F* 1 .74 P'r 18,53(261 ) 280 300 1 .049 L. 10#67 0.;3'781. PT 13,09(300) Q 29.66 I-"=L/0 F:- 1 .00 PE 0,40 BN c .100 T 11 ,67 PF 4o41 260 280DO 34,60 14380 1 0.50 0,4165 FT 17#90-, 280) Ll 64.34 F-tT/O 1;.. 4.00 F'F. 0,22 NR c ioo 'r 4.50 Pr' 1 ,87 PT 19*99(260) ............. ;'79 29 9 1 ,049 L .110.67 0.41 s PI 14.4,"(299) U 31 . 14 F=E/10 f- 1 .00 PF. 0,40 a FIN c 100 '1 11 .67 PF 4*03 259 279DO 36,3:3 1 .380 L 0.50 0#4548 P'r 19#65(279) P 67.47 c`--T/0 F 4.00 FIE.' 0,22 NR C 1.00 T 4,50 PF 2.05 PT 21 ,92(."L'59) ----------- 278 :'98 1 .049 L. 10.67 0.4201 PT 1.4 .97(298) (1 31 .72 F=E/0 F -1 ,00 PE 0,40 BN C 100 T 11 .67 PF 5400 5 8 2 7 8 D C) 36*99 1. . 300 L U.50 0,4704 PT 20,37(270) 11 603.71 F:-::T/O F 4,00 Fl- 0.2 ' NR c 100 T 4,50 F:'I--' 2 o 12" 2Y7 297 1 .049 L. 10o6'7 0.4462 PT 15,65(297) a 32,44 F=E/0 F 1000 PE 0,40 NN C 100 T 11467 PF 5o21 257 277110 37,79 1 .380 L 0,`,, () ,4898 PT 21s26(2 '7) 0 70.23 F=T/0 F 4•( - 1 0.22 NR c 100 1 4,50 1 2.20 FI 23.6H(257) 276 '296 1 .049 L 10.67 0 46S." I'T le - 4, Q 33.30 F=L/0 F 1 .00 PE 0. 40 PN C 100 T 11 ,67 PF 5. 46 INILANAMORMLMIRm MRALANKMONAW 0 U 1 13 L P M I I 10,1- RE ATL.I* Am + AC;L t L.Ll A y I I I SI J I -)PING WCK -00 11r.-Alii I M I L 1161 'art I 1 0 1 1no on ''W) 2761.10 38474 1 I. "14 I' l as noted U '72 04 1 f i 0 1 4.O0 for the Gondilinnc Shown. subject to NR L 100 4.50 F,F 2.31 C-Owu r, 11' F 24.EJEJ 256 ................... ............ 275 295 1 .049 1.. 10.67 0.4946 PT 17#15 0 95 Q 34.30 F=L'/0 1-:- 11- 00 F'E" 0#40 PN C, 1.00 T 11 ,67 FIF 5,77 255 275DO 39,87 1 .380 L 0,50 0,5410 r-,*r 23,67%275) 0 74# 17 F=T/0 F 4,00 FT 0,22 NR c ioo 'r 4,50 PF 2*44 FT 26,33(4,"55) 274 294 1 .049 L. 1.0,67 0,5261. PT 18#70(294 ) 0 35.46 F*-.:-E/O F, J. 1 00 PE 0#40 EIN C too 'T 1.1 .67 FT' .6+ 14 254 2`74110 41 # 17 1. .;380 L 0.50 0.15/56 F'T' 25#24(214) Q 76,63 F=•T/0 F* 4,,00 F:r.-*: 0.22 NR C 100 T 4.50 PF 2#59 FT 28,05( ,754) ............ 273 293 1 ,049 1 10.67 0#5630 FT' 20. 12k293) Q 36.79 F=E/0 1-:- 1 .00 PE 0.40 TiN C 1.00 T 1.1 #67 PF 6.57 �-53 '21731*10 42*65 1 .3(x30 L 0,50 U.61.51 P T 27#09(273) a 79.43 F=1/0 1" 4.00 PE 0.22 NR C 100 T 4.50 PF 2,77 P*T 30*08(253) 272 292 1 .049 L 10,67 0.6059 PT 21 ,79(29'.')) 38.28 F=L/O F .1100 PE 0#40 BN c too 'r 1.1 FT 7.07 M2 272DO 44,32 1 .380 1". 0,50 0,6612 PT '29,26(272) 0 82,60 F'r--.T,'O F 4.00 PF: 0*22 NR C 1.00 T 4*50 PF* 2,90 Pr 32,46(252) 269 288 1 .380 L 0.50 o.01323 VT 10.61.E(288) I::- 0 4.6,7b F=1 /0 4400 PE 0,22 N P C 100 1 4.50 F'F* 0,37 267 268 2sir-7 LI.1 .67 0.0CP3 PT 11 .25(268) Q 26.`78 1 0/t0 f 0.00 PE 0000 NCI C 100 T 7.67 FIF 0.07 �66 267DO 47#83 L 7. 67 0.0622 PT 11 .32 '26 7 0 74,61 F=0/0 F 0.00 FT 0400 6 NCJ 100 T 7067 p PF 0*48 V .11 J'01.)I �;tj it M I I Fre A I 1. 1.1 [IRY U)W)OLIDAI�ll Y; llt'A III e)oo I Q v GI:.N F:k f.)m 10 OW D 1,AM I A J 1,V I.-W)'' I ,I I Nr I. I N/F I v � W �O W LF 413 1:1 H PF t #2 1 7.41 0 .L::,01. 1 1 I. 1 A- noted .5• 49 F 26 L -0/0 0.00 P f. 00 For the Conditions Shown. Subject to NCI C 100 7.6'7 60 an. 1 i a! In-pection Eriors and ,, excepteA. 2#635 7,67 0. 11.36 PT 1.3 4 0:1 265) 264 '1265DO '251 .4 6 0000 P E 0000 /4.95) F 0 FBF 0487 Tualatin Eire District NGL C 100 f 7,67 ) t3.80(264) '-)63 264DO 53.:_'3 2 635 67 0# 1857 PT 0 0 228. 18 V =0/0 F 0#00 P 1:'* 0#0 NC,I C 100 T 7,67 PF I .4 ' 2#635 7*67 0#2707 PT lFi.30(263) 262 263DO 56.01 oloo F,F 0000 0 284. 1.9 F*=O/O 7#67 PF: 2,, 14 NC,I C, 100 5Y #95 3,260 L 7#67 0# 1409 PT 1.7#44(262) 261 262110 F 0#00 0.00 (1 344# 1.4 F=0/1) - PF' 1 .08 NCI C too T #67 3119,60 L 7.67 0, 1912 FST IB ('2161.260 261DO 61 #L35 0#00 0 0 00 Cl 40 .99 F'-0/0 F,F' 1 #47 NCI 1.00 T 7,67 259 260LIO 64,34 3,,260 I.. 7#67 0,2510 FT 19#99,1260) F 0100 PE 0.00 U 470#34 NCI F=0/0 C 100 T 7.67 PF 1 #93 <'1 .y:'(25`7) 7,67 0# 1.024 PT 258 259rIQ 6/#47 4#124 L PE 1#00 5 3 F=0/0 F 00 NCl C loo T 7.67 FT 0, 79 258) 2737 "t)[IDU 60 ZJ. 4,124 L 7.67 0. 1.279 Pl* 22# 71 ( PE. 0#00 0 606.52 F=0/0 F 0#00 PF 0,98 Nct C 100 T 7#67 70#23 4, 124 7 .6/ 0, 1566 PT 23#69(257) .'.56 251110 F, 0-00 PL 0-00 0 6'76. 74 F':'-0/0 NO C 3.0 7#61 F F' 1 #20 PT 24#BY(256) 255 256110 72.04 4, 124 7.67 0, 1889 PE 0.00 748#78 FOO/0 F 0000 F'F' Ncl C too T 7-67 254 215DU 74o17 4. 1'24 7.67 0 .2249 PT 26#:� , ,255) 0 822.95 , 'mO/O 0.00 FIE 0#00 NCI C too 7#67 PF J .72 .Y .67 0#265W PT 28.,06(254) 253 254DO '76 .63 4. 124 L 899.58 FOO/0 1 0#00 PE 0-00 r PF 2903 a. NC It 100 (A.)N501. I-LIATF.11 AM 4,1:1(.[ • Ilk f DOCK t,'I,A!:;!.; Al, I.-O)m TO f l ()W 11 i rah I..UU I ' PRI, Iff M PO 4's 4, t 0. 31,01 1-1 1(),,OY IV nnted FP 0 Y/y,02 F':=0 0 O 00 PEE 0.00 For the Condifir,,?S Shown, Subject to NC1 6 7 2#3101 Cover no InsPection. Errors av(1 251 252*110 82,60 4. 1 27#25 U. 1% 0XC4PtPd 0 1061 ,61 F=O/O -3602 1::,-.r 32#47(252 Py bc 0.00 F,f 0#00 Tualmn fire District NC I C loo 1 2 7,2,", P F 9.82 6 251 4# 124 1 21 ,29 0. 36O:' I-':,T 42.29(251 0 1061 .61 F=2F.'P T/T 413.00 Pf..' O.Oo NC C" 1.00 i69#29 F'F: 24,,96 5 6 6.065 0.0551 F'T' 67#25( 6) 0 1061 .61 F=80/0 F HO.00 PE '3.130 :1.0 o '1 80. /5 PV' 4#F39 J 50.00 6.065 L. 3-00 0703 P 1 75. 5'4 5) (I I 'A 1 61 F:'=r .4:1.00 PV 'o.00 F Rf 00 T 46.0() F,r' 3,23 4 a71. L. 3- 75 0-0175 P r '79. 17( 4) 0 121.I .6 1, 0 F 0400 FT 1 ,63 F.R E), 110 1.- 53.00 0.0091) P.T. El 0.1:37 3 Q 1211 -61 r =-!I /E F' i0, 00 PE 0.0o LIN C 140 'r t 23.00 0 1 DU 35().00 80110 /40.00 0.O t 1 F'-T' 82.00( 11 156-L .61 f:'=2T,26V,2CV/F 2,23.00 FT U.OO LIN C :1.40 U 9613.00 PI" I.4. 16 FI 96. 1,6( 0) f'RFSSURE AVAIL-AEII..E AT NODE 10, of tl1561 .6 GPM()X'M'JM F'RF-�;CJ(JRE: L)N1-.lA1-.(.)N(*JIN Iii.iIj 0#073 PSI 101 . 1 v-sj MAXIMUM VE-.LC)(.','Tly IN -15#FPO DEPARTMENT OF COMMERCE -PLANS REVIEW 5EC110N NOTICE Ot t .y.: `= REVIEW �Y,����y�, bxcxrtacrx�naarrzw�a�wec< (THls 15 NOT A eul►DIN(3 PERMIT) SPRINKLERS COtd5OC,]DATED SUPPLY, 7337 SW KABLI�'rIGARD —__ No. 79-1626 i Add,*" $71 .20 Building IV ]I,.T. hs�+S1._�,i"I's &e = - �2___ � Const...----------Sound Value County WAST{{INC''ON-_ Occupancy yy� �,� 9 Addition (3 Alteration�7' nate Received _ 12 r�-'u-==�—'—' VIKINL AUTOMATIC SPRINKLER New Bldg. ❑ 1 19 7— architect .__. - - — r1 LARD___-_ Dare Reviewed ' 7 ?37 SW KABI'Ee • GONSOLCUATED SUPPLY --- Address ---h Owner _.��--- — Fire Escapes Exits r��! — J Attie ----/- Fire Walls __- Tot.Width Stories _ e n int Ht. S"SPRIM(URS 5 P —_J_----/ _ n—kler --.� Man Alarm -- Int. Sl:e Ext. Stairs ----/— Vert. Shahs Closed�_�_ yes Aree Covered Str.Members - clofed �A- _ Floor ei Roof Ht, bet. --1--� — t E.t. ----/ No. Tv�e Prea Covd, S stem Class Type flue _ Type Htg, Y Wall cover -�'=� Htr. rm. encl. Ext. Ins. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin,istered by this office. Items No. ---- checked on the enclosed list are applicable. These items and anyFspe;Tally noted provisions mustrbeaincorporated into terc.�, 7. J m ed pl;n; .r not—=--Fp ttie -,-;-ct !e mcc! current fire prolectiar. rcyul�!i�rs. .^pr " r � -- Ilcable regulations of loyal Li--" mt'ni. oversights by this office or of noncompliance with any app ' ) A t{YDRAllLIL�Y--UU'�'L SP����� REMARKS: THIS IS AFIRE & I,iFE SAFF11_RF-VUW r�1L----- SYSTEM FOR A DIJILDING R_VIrW.ED 9 19 79. 7_,�-1219-s Np IN LU EI2�-T11 --- pLANS FOR SYSTEM 3 FOR itFFICE IS S I�.OWN�I�-g- �— REVIEW. -----���� l 1) THE LOCATION AND _INSTALLATION OF THE FE IRE DEPAR'I'�1 .��I`�U0 IS 15-!Q--BE AP�RO�n nY — THE Fl RE DEPARTMENT l{AVINI G JURISDICTION. �) 11{IS REVIEW DOES NOT COVER RE(!_ULATIONS FOR INSURANCE CREDITS. William F. Anderson -�- Examined by APPLICAN_iFiLE_LDBPUI'Y�S� OWI ER Ii DG. !iIRF DEP'r.,ELEC. SP'76585e11 Copies to: PRS-2 II o stis� � 12.13-7q ��- NOTICF T PARTIAL PAS In1j,,' �!I_Y )THIS IS NOT A eU;:UiNG PERMIT) Al/ "'t Building 8utidl g Add,QN�.L r� - County ,� Occunanty �i_ Const, ­41LT fig Sound Valve __._ — Plan Fee New Bldg. JL-1 /addition L'j Alteration C3 gate Received Owner ��— __. Address Dete Rev e-ved .(L_aEc- s�►rl Stories ___ Area /,_ Y AHit / Fire Walls Fire Euapes `_ _ __ F,15 __- __ _/__ _ ft Main Flr, 8aeement Ht. Stops lot.Width • Stairs Vert. shafts / sprinklers /._,ls /LdlgMan. Alarm S.P. Closed Closed No Yes Arae Covered int. Site Ext, Ext _-_ _.,^/ Ht. Der. _. /iy/�___._� F1001' — Ceiling Roof _ _—__ ;•r. Members C181s No. type Area Covd. W411 cover _ /— Htr. rm. enrl, -- Type flue Fuel _-_- ---- Type Htg. System Ext. int, _.-.. Partial approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regilations of local government. P,E MA R KS: �L TZ r S P Lam' _II.0—S-7—. +J_..L s; I.. L T�• ��_Wt K i1� as s __@4 AfI�—_..._1 s tt�._5s,___. L' b'T =� Lit)1E1 r.iT Th,'s is a partial review only for areas that are not exempt or no contract exists between ,jurisdictions � I u Z ls er.S / cooipg to: Fiie Deputy,I51 eEept Records FxAmin _bu. tea► IF 0 Pox 117 • TUALATIN, OREGON 41061 • FHONE 687.1601 • RUS5FLL WA`_•HBURN. CHIEF { SPrJNKLER PLAN RLVILWS, JTIANDARDIZED ITLM Approval of . uumitted plans does not constitute approval of any omissions or oversir,,cs nor of non-compliance with any applicable regulations of local governnent that may exceed State requirements. This plan review does not cover information for insurance credit. This is not a State Plans Review. 3�. A member of this office shall witness all hy•' astatic, flushing, pneumatic., alarm function, and trip tests of all piping relating to automatic sprinkler equipment and underground leading to that equipment. Please notify this office twenty four (24) hours prior to testing any Portion of the automatic fire protection equipment. ® A copy of the contractor's material and test certificate shall be forwarded to this office after completion of all testing and flushing. V The installer shall properly identify this hydraulically designed auto- matic sprinkler system by a Permanently attached placard indicating the location, and the basis of design (discharge density over designed area of discharge, including gallons per minute and residual pressure demand at base of riser). See NFPA 413, Figure A-7-1 .2, Sample Nameplate. GAutomatic sprinkler equipment shown on the subm` !ted plans is designed to provide a pre-determined minimum amount of protection for this particular structure, occ-1pancy, and hazard, given the current water supply. Alter- ation of the automatic sprinkler equipnlerlt, wilding or introduction of a more hazardous situation, occupant., or reduction in water supp'v may leave the automatic sprinkler equipment ineffective in providing adequate protection. If any of the above should occur, this department may write orders to cease and desist operations , orders to vacate, or orders to upgrade fire Protection. C7) Where wet automatic sprinkler equipment is subject to freezing, it shall be protected by providing heat or insulation to maintain a minimum temper- ature of 400F. Provide spare automatic sprinkler heads , head Nrer+ch and cabinet as spelled out in NFPA Standard #13. Gene B i rch i Sprinkler Specialist (,R:dm 19/79 RECOMMI.NDED PROCEDURE FOR CONDUCTING ACCEPTANCE TEST 3, r;can pipe to be tested by prepelllnt snug fitting(Mated rubber ball ttaro'1gh the ( t7 pipe with water• IC!tl Il.0 - 1105 ]9 4. Plug all pipe outlets with suitable tart plugs, Brace each Slug Stcureiy. IS000 !. 11 the pipe to be tested is submerged In ground water,.nsertA pipe probe,by 900 1020_ 76 boxing or jetting, Into em backfiU material adjacent to the center of the pipe,and de- termine the pressure in the probe whoa air passca slowly through It. Tbls Is the back 600 100 10000 _ see F`= » pressura due to ground water submergence over the and of the Frobo. All gauge pros- f0 = sures In lho test should be increasod by this amount. f50 -•70 4. Add air slowly to the portion o:the pipe installatiou tmder toot until the Internal 700 tl.0 IW- air pressure is raised to 4.0 psig, 7.0 - 715 - 21 5, Checkeaposod pipeandplugsforabnormal leakage by crating with a soap solution. - s000 if any failures aro observed,bleed cl air and maize necessary repairs. 6.0 4000_ 680 -24 6. After an internal pressure of 4.0 paig Is obtained,allow at least two minutes for '600 air tvmp�nF.,ro to stabilite.adding only tho amoant of air required to maintain pressure. SO_- 7, After the two minute period,disconnect air supply. = 7000 6. When pressure decreases to 0,5 palg, start stopwatch. Determine the time In ecaoods shit Is regtdred lar the lntemal air pressure to reach 2,5 pslg. This time In- — 500 40 - tenal should then be compared with cite Limo required by specification as computed 200e Mlow. = - 610— la 9. Ustsise and longthafall portions of pipe under test In table similar to one shown - 7.0 Inre. - -a0o DNS 0e r Le v K•.Olt d2L C•.00088tl2 dL 10004211 Is a.0 400 --- 300600-" 710 12 400-c - _ )00 to 263.7 10 _ -is - OA - .201E 0.7 2267 a O.S 100 200-- 0.4-T Total K Total C ISO - 17 6 Time required by spec Uicotion - 0.1_- 50--� - -- ---' 40 - 150 70 10. By ties t nomograph (Fig. 10), compute K and C. Use scales d and I„read K 0.2 and C,and enter J ase values In the table above. - ll. Add all values of K and all values of C for pipe under test. _ 20 _ 12. If thelotalofall C values Is less than one,enter the tela)of all K values Into lhs 100 IU7 a #pec,,for'Time Required by Specification.' ' 15. If the toW ul all C values is greater than one,divide the total of all K values,by the totalc(all Cvnluc•s,to;of tq. To mala+this division with the nomograph,use scales FIG.10.�-NOMOGRAPH FOR THE SOLUTION OF K•.011d-L, C•.0003382dL, C and K,m.d read tq. ty•K+C t Project Inspector A . ,... _ :y „�.'. ca "�•".��F•ifY�'..� ..,�..','�,'.: ���T'yieR•..�.f'w.�,.. T--+..+n,.�+•r*^^+.wtt."+^'+`•^+� , 6UI41k i CITY TIGARD QATE � ��% 19 19 BUILDING PERMIT APPLICATION OF THE UNDERSIGNED HE,iEBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHON �E�..� .=.z..W.. OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PI�on�.�¢-�.--.� ir- LOT N r r, OWNER in&olirIP'Led '11. [)Pht ADDRESS 7337 %,i Kabls Lams HOME ADDRESS O ox °3'5 ARCHITECT 3& tqys7tam, RUN ENGINEER visr l omio1,ir1 {.ouj J(,f, BUILDER 4rd/HzlllU`'*w CutistrIADDRESS81+�ck Outte ' ':,IiCh DESIGNER ' f STRUCTURE ❑NEW _❑RFMODEL ❑ADDITION ❑REPAIR` ❑RENELYAL ❑FIRE DAMAGE []DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL_ ❑GOV'T ❑RELIGIOUS❑PATIO ❑CARN�.RT ❑GARAGE ❑STORAGE❑SLA13 ❑FENCE LIBOND ❑r•1OVING _ ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED OSIGNS OCCUPANCY'_.LAND USE 70NE __BLDG.TYPE��FIRE 2JN_E PLAN CHECK By r � HEAT arietruc,j. jf f iLa, Nhutdruum 6 s,Irfrshouse. x111 per c:: dfe & P10" a uY :,11 Attu '!f Puffy Architects. Permite is4uir®d t'ul P1vchanical , Plumbing ± 1CIa !"submit sprinkior plans. _ uundatiurle ')so 0arinit @) alp 1 1 { 3 A�t c1CC._40 FL04P._LQ9�___ HEISt�I_-�__ NO ,-TQRIEy..__._._�AR�-.a_ NO B. Ai44►4 — YRLSLE .. BUILDING DEPARTMENT7 64() 1i A- �__.__— S_ET BACKS FRONT REAR LEFT SIDE RIGHT SIDE P�rmlt 11H - --- -- .- -- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, TONING Plan Check i 4'L ®1, REGULATIONS AND ALL. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total G,J.7'1.0311 ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE - RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Stag Tax 58.OU LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total %2g233.00_ BY _ Pi APPI ( AGENT Approved RPc.eipt No24)? ---- gfrl I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor ° Lar �,.c — Al t pl�KoO•�, s k Te �r..w _ �Itt C1er/ 0_—�ct Sf�/wt�f�s Permit No. -- Rough-in _-- _. Fixture --- -_-----__- - -_. - Final -- - /1 HEATI - w Contracto --- __ P.r,.'�No. - y, -- es or Oil - Rough in -- -- � _ r -- Final -- - — ---- - - SEWER--- __I Final --- --- DRIVEWAY _ -- ��Final - - -- --- Storm Drainage (Rain Drain)Final -^ — Sidewalk _ Curb&Street Final Approach BLDG. DEPT. FINAL TCMPORARY CFRTIFICATE OCCUPANCY Fir;al CERTIFICATE OCCUPANCY Landscaping Zoning Final i WIT I Cf G Y PARTIAL. PLAN REVIEW (111_Y (THIS If NOT A BUIl01NG PERMIT) Building _S.Sj:., t., 0 AT rLl l�L`1/ �kr'�_ � APC_ F�._4�LU�� ..-- No. Building r- �`-- Address 1 county . 1 Occupancy _ _ _ Const. Sound Value Architect CN1.S..L `!_.``tr.C� f 1�1.1.1f F z 4s (J� New Bldg. (jje?Lddition 0 Alteration (_] Date Received Ow;-••r ,v .ts�� ► 1:I r//4••-�t, r a Ls- itq tQ F—Al -- -- . Address ._��- �.'�c.� 1<A t,� IC L .- Date Revie Stories _�_ Area _7�i_ � r / _ Attic ___"'___I _____ F;re W:!!, Fire Escapes Exits Main Flr. Basement Hr. Stops Stairs Vert. Shafts Sprinklers Man. Alarm S.P. Closed Closed No Yes Area Covered Ext. 4 A -. Ht. Cet. �_ —.. ___J�`_______-- Floor --a�_s�_ Ceiling DRoof C'sss No. Type Area Covd Wall cover —'.0-,./ ,zs�_ Her rm. encl. - Type flue— --_W Type Htg. System = x' Ext. Int, Partial approval of submitted plans is not an approval of omissions or oversights by this office or of any applicable regulations of local government. REMARKS: --�_Rn-°� _ 1 ,l11 B-C), P e— u i", it u '-1 T-N w. r .e L c a.�. _ t�. LrR- r__ 1 c► t�LAC.((Jc' Q �� r�_�._4 __L� r•�_ �- a4 �.. �1�1.�. r .�_s .r��___.._Y?'! V`.�.- I � cJ�f ��.�s_ R O—t" Cr.4" r=.4.1 f-" �/ Z_/�092 v1— F^I tx E_. r3�;,-- r t"' \%I L_ 1�� r k. "T Af F �c� J.t_tJ�_..1.�_k?t � /4 ►? (' � ` K._ 1Q r .�4 �L_tl.tsl�t"L_ !.._� r` M to t t L.- , Aj- c, � f_ f � f ' 1_�_� �_( ) ,.� s��j vt_ r -. _ 1 C)s� This is a partial review only for areas that are not exempt or no contract exists between jurisdictio t Records Copies to: _1' i 0eput , C l d N'1TICE OF PARTIAL PM UIEW MLY Son-1 f{ eIlk 1 (THIS tS NOT A BUILDING PERMIT) ' �:z..s ! L1-�.Lr.6�.�_.J s.�•��= 1s.-+� [ y c ��rt]A�.,Cd ----- No. Building Address Occupancy Const. Sound Value Plan Fee __- K1cK �„ RUP r r �C �js f F z45' 01 Ne:v Bldg. [jYAddition Alteration L Date Received _..(.L_SF_.0 �� t 0 An `rLr...0 Address Date pev:owed Area _x13 :... / _ Attic / _ fire Walls Fiie Escapes _ _____. _. Ex-t' _...� /e ft Main Flr. Basement Hi, Stops lot. Width U Vert, Shafts _ __/__ Sprinklers _�_._i___ ✓_/L� 7 =�_.. Man. A!arm .._�__ S.P. _ 1.."__/� Closed Closed No yes Area Covered Int. Site Ext. A__ Ht. Det. r�! — __-_ Floor �->' _Sr� Ceiling per_. �� Rcof _�� S'r. Members 'N Type Area Cos d. Htr. rm. encl.---------- Type flue------- Type Htg. System __ .__ Fuel rt. Inf, 'val of submitted plans �is nut an~approval of omissions or oversights by this office or of non-compliance with regulations of local overnment. __�___,___ S.._._. -N c'` !f S W _�- = _ f ?_ G' - —�-1 x `__ rip,C.. o � r ?� arV c ry J t� _r r�_T--K' �-�-.V 0 rJ7tk Kou m— Ft r— k:2 M T V 1 I--L-L-_ jr(LSJC7- r L f I N o rz tc f�C_ T 16 ?j I L LTI'i eview onlyfor areas that are not exempt or no contract exists between .iurisdictio r ebut l dDPt Records C, r;17 A CA 732 T-t G XTICE OF P[At VID! (CONTINUED) PC, �iLko,4 e,, /\/,or 7" H 0 y kL E-:: n 3 F- .Y< u c a. k) U T r- 1:7-1 n * - - KL�pT- E! q7 0 A-) R.0-9.-TA J.04-- QJ (DF7 10 a-ht r r - `7 -f- -AT- -7L-LA) c c L AJFP 7� A Ig TZ� I ,r a Gj A RE Iq JJ-0--.r VC E:-- T-0 I. N � W-i S-H tT T# y af' Triton, 00 / A r NOTICE OF PLAZ IVID! (CONTINUED) �'�, 7 OF = _r?, r,.A__teb n m # fit n,7 . --- ' O AJ PJ'c, N: Al _ t 1� T. !d9 _ "�_ �_. - / jk_J cl _ _1, _Lam_�.,�1�•,�_ .. `� � _ . . x� •�_ ( _�__ �.�QT e---c - It : ( 0.1 () 7 f F-I n r_ F'�2.aP- C.t" `7O A.) . _ R.�Y-1 10!4_�� - t ' =Tc.) E. f N as �. w �� i f�. =--�LAAA&S _ L/�) _IM Li 1 a Gj ARE Ll r, A Jr 1-drr- rc_ `lpoQ � 14 0,'jd);L#4S.S 4.l! r.xs._ ,!fi�?Y�l...�.— �7� .�._:��n c�y Ili tLA �� h ! Adopted 4/79 TRFPD300-19 Fire f Life Safety 1'1 ANS AFVI>W !ECTI<)N Plan Review Numher CHECK-MARKED REGULATIONS, IN ADDITIOM Tii ANY RPQUIREMEN'i'b APPEARING; ON THF.' ATTA0fED REVIEW NOTICL, MUST At• INCORPORATED IN7r THIS PUMICT. Approval of submitted plans does not conatitutr approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State r®qui Cements. W_ v7"�I�, /-H 1. Structure required to be Type 19-0 throughout Cue to 10--­art-A, height, Occupancy, Fire Zone. One-hour fire resistance retina required for all interior construction.(, ff 3. All liv.ng emits required to be completely separated by ane-hour fire resistive curetructlon. Exit corridors require separation from any 0.her area by one-hour fire resistive construction. SP.C. 1304(gl 5., Door assemblies of interior openings to rotridorn are required to have a fire resistance V rating of not less than 20 minutes and must lie self-clr,sim! or automatic-closing. Reliqhtn in corridors require wired glass sat it, fixed (steel) fram'oq. Kee 1971 Utate Structural specialty c(,de, Sections :304(h) and 4306. 6. Storage rooms, closets, laboratories, shoph and areas of similar hazard require separation from other areas by at least one-huur fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, tranh chutes, etc., require full enclosure of one-hour, two-hour fire resistance. Access ways to such shaftt, require self- closiny and latching ilea's b fire door ass-rnllips ___one-hour rated, `_ unto and one-half hour rated. Sec. 1106 Attic areas require draft, barriers as per scc. 3205, not. pxceedinq each 3,000 square fret. - (9,000 square feet where sprinkler protection provided) Ser.. 3205, 9, Voids created by ceiling-floor systems requite draft barriers not exceeding 0801 1,000 square. feet. Sec. 2517(f) 10; Ruilding proie,•tiuns such as balronies, eavon. overhangs, etr„ require fire protection 88 per 1971, State btructural Specialty Code. sactinn 1710. r]) Fire stops, blocking or framing w.mbers pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frime construction requires firestoppinq of both verti,.al and horizontal draft openings at maximum intervals of 10 feet. Sec. 2S17(f) 12. corridors require at least 6 feat in clear width. [)rinkirrq fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handra)in are, required on all stairways. !>t, : +ays over 44" wide need handrails on both sides. Sec. 330r+ 14. open stair railings and guardrails shall have intermediate tails or closures with no openings large enough to pass a 9" sphere. tcec. 1116 15. Vxit doors from lobbies, corridors and rooms with potentia) occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from lnhbiea, corridors and Ass-*ly areae requir,r panic hardware. CO' Hardware for all doors required for eqress is required to be of simple type having no pro- visions for locking against egress, with &vious method of operation. Flush bolts other than listed automatic ate not acceptable. Sec. 1303 (See exception) 18. At hast 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear cps, ng of not leas than 5,7 square feet.. The minimum net clear opening heiqht dimension shall be 24 inches. The minimum net clear openinq width dimension shall be 20 inches. Mhete windows are provided ea a means of egress or rescue they shall have a finished sill height not pore than 44' (inches) above the floor, (over) s Q Surface fleas spread rates of wells and ceilings, ednimum req%.iresistit+ stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 with rupia" or equivalent Combustible acoustical material required to he secured our- 21 it holder,; or s ),eat resistant. adhesive capable oi' withstanding 1000°F for one-half hour.�2i . Sec. 4202 hings are required t, be noncombustible or rendered 22. All curtains, drapes and s.milar furnis slid maintained flameproof. sec. sts 23. With standard spacing, rows of "sate betneCnt%1`e�` rueYaf'fit eAlsosee continentalespacing, opening onto sieles at one end only may Sec. 3313 - 3314 , the back lent 4 seatdtodthesfront ofathegmostmu�tforwardprovidfprojectirntofitheaseat2ilmmediatelymbehind. of one Ser. 1314 i5. Posting of capacity of assembly areas as noted is req u ed by State Structural Code, sec. 3301(j) ( 26' nesting, cooking, air conditioning and similar servile equipment are required to be approved and listedby a nationally recognized testing agency, such -a .L., Inc., and to be in stalled in compliance with agency's specifications and recognited Safe practices. The instal'.ation of ventilation systems is required to be to substantial conformity with the li 11176 1,echanical Specialty Code. corridors are not acceptable for use as supply or return air i:lenum». 27 toile^tion system is it, for shop areas for nonportable machines emitting or eUipme twith u A r pl cotion nt to e tomatic sprinklersted outside of productnq dusts. (Ref: Sec. 1008) Uus building or in one-hour separated room equipped A,t;,Mit;, approved pre»cure relief valves are roquired for al.l water heaters, installed either in separate water tank purt or it, port tot hot water line. shutoff valve€ may not be located between „ water tank and relief valve- °f b le of r9A A firufightiny water supply i+; required within 4W feet uare feet of floori,area within producing 500 9Pm (minimum) for 10 minutes for each 5,000vide a '5,000 to 15,000 gallon building up to a maximum of 500 qpm f,rr 30 minutes, or provide reKerve water supl,ly as required. 6!0 Interior wet standpipes at least 2 inches in diameter located and equipped ss per Sec. 3804 ,re required, Coupitngs and connections requited to be American National Standard Thread. Where standpipes are nerved by nprinkler Piping, see 1973 NFPR Pamphlet 113, 3- ) C :;ec. 3804 , I 1is required. L11 Approved dvtom,"ir_ sprinkler protection throughout. occufancy Apf,rr,ved autum,tic sprinklers are required over and under stage and in all nuxtliary areas, including fires-Jnq roomy, storeroaev+ and workshoPs. (Sec. 3802) 13, yr.agc roof ventilators displacing at least 5% , vf stage floor area, npenable by I, nd fromc. 3901-06) :cage floor anti by fusible link or other heat .ACtrsted device, are required. (Se 34. Are approved Fire alarm system ,nntorminq to 1972 NEPA Pamphlet 172-A with signals audible , ttrc}ughout huildinq and menu-1 nlurm sending stations adjacent to exits from each flout or area are required. 1 , X 30" AC't'e°8'I to attic »bare is required per Section 3205. 1,,. All exit doors and access wdy•+ thereto are re,uited to be i,lentified l,y approved electrically Illuminated signs served by rwn circuits with one "operate from all other circuits. 1312 t7, Ari emc,rgcncy pnwiil system is leyuired for the 9Y nnaaium, auditorium, _ building to Maintain exit il.luminetton for riot less than one-half hour in event of bublic utility failure. sec. 3312 lN. Fluores,:ent light fixtures installed on combustible surfaces are r _•iuired to be U.L., Inc., approved for such mounting, cr installed to provide et least one and once-half inch air ef,a,;c• between the fixture housing and coubustib)e material' 3,1 cep{`rywill itwith ui all requirements for Use Chapter 111 of architectural barriers to the handi- -quiv d in N,>T13F: 1. local reyulat.ions or insurance standards fur mast favorable insurance credit may, and often lo, Nxceed these minimum St rte rc:quirearentn. Thor, review doer not cover re.g,r.A. U.I.S.N.A.) requlations. 1. This review does n 'M'di „t CUvP1 :4edicare-1caid zequlatume. 4• Oregon State health P-11artment. DEPAQTMIli OF COMMERCE—PLAr,S REVIEW SECTION NOTICE OF PLANS REVIEW 7?Ocvm G7K bTa1Tf iKlCO6K001LtJA013)ppld>XMJ0�4X?6K (THIS IS NOT A BUILDING PERMIT) r .q Building CON SOLIDATF.0SUPPLY CO 7337 SW KABLE LANE TI CARD No 79-1219 e Count WASHINGTQN Building 13,,2 Addr,s33 --- Y _ Occupancy Const.__ 1 V 11•T!—Sound Value 1 s 700000. plan Fee 8 ..8O 34GS LEE RUFF / - Arrh(ted GRI 39S — Now Bldg. [f Addition ❑ Alteration Owner _CONSOLIDATED SUPPLY -_---,_- Address _P�ROX 5788, PORTLAND Q' .� Date Reviewrtd _1 179 Stores _, 1 Area 62 T55/_A/_S _ Attic �P �� *�n Mein Fir. Basement F�—/—'�`8—Fire Wella_`L�d._Fin Escapes_1���_ Exits —.12._—/_.___f2._ft. Hi. Steps • Tot.Width Stein NO /._= Vert. Sheba _T1_E /_ sprinklers • 1 tad Closed P — /— —/—F 17 Man. Alarm ____W.`'y,P, NLa - / No Yes Area Covered Gxf. N�S / Hf. net. • Int• Sire Ext. N S _/_- Floor .GONG Celnn WOOD R - fP tlr. Members �►�OOD Clan No. Tvw+ Area Covd. 9 _— — —_ Rnoi ,L� Wan coverHtr. rm. encl. ROQF-M0, 119T Ext. Int. 1 — TYPe flan—_�I�$_ Type Htc�. System FORCED AIR Fuel The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. 41 5, J.7,-2h� 2831 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated intil the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: THIS IS A FIRE & Li FS SAFET�RrVIEI+I FOR A NW__Bl1ILbII9G. OF1I-CES ARE OF VAN CONSTRUCTION, SEPARATED BY A FOUR-HOUR %PARATION WALE. Ate_�Fris:��ras� _—_ 1) BUILDING IS FULLY SPRINKLED, N0TE t __','Wo'-'_SETS_ OF SPRINKLER P-LA_n AM__T0._ FOR REVIEW PRIOR TO IN STAL_LATION OF SAME. _ l) MEZZAN?NEa IF USED FOR STORAGE OTHER 71h% _�SNAL?, 1�1VE NOT,LESS AN.2 ---- -- `t ADJACENT FLOOR. _ 5JA__AWAYS_TO �) CLASS WITHIN 4811 OF DOORWAYS SHALL BETEMPERED, - - - __ -- - - Exami PACE 1 of 2 �- - --- ----- Copies to: APPLICAIVFIL>;,DBPUTY�SFMzOWNER B Z3.1FPT iRE DEPT.IELEC. SP'46583 814 DEPARTMENT OF COMMERCE—PLANS REVIEW SFCTION NOTICE OF PLANS REVIEW -° k1rA tAafd.x1312SF BIlAT�I 'OUOTQXt A141� THIS IS NOT A BUILDING PERMIT) Jam Buildiog CONSOLIDATED SUPPLY CO 7337 SW KABLE LANE, TICARI) No. —_79-1219. Building Address 4) OPENINGS OTHER THAN DOORS 1N CORRIDORS_ SItIALL_gF�_PRQfECTgp_B}��t�t! WIRE GLASS iN `STEEL _FRAMES. --- _ - S NOTES CORRIDOR AND FOYER SKYLIGHT SHAFT TO BE OF ONE-HOUR CONSTRUCTION SAME AS�� CORRIDOR WALLS. ^6) PLANS ARE ACCEPTABLE AS SUBMITTED SUBJECT TO ABOVE NOTES AND ITEMS ON CHECK SHEET, PAGE 2 of 2 _.- _ ......... ,Mrixr'rv,: �.' STATE F ARt_i.)N Adopted 1-1-78 DEPARTMENT OF ':OJMRCE _ Fire 6 Life Safety / PLANS REVIEW SECTION Plan Review Number _ CHECK-MARKED REGULATIONS, IN ADDITION M ANY REQUIREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJEI .. Approval of submitted plane does notconstitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed Stat" requirements. 1. Structure required to be Type throughout due to ___&rem. height, occupancy, Fire Zone. 2. One-hour fire resistance rating required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive constru.tion. 4`.' Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(g) 9. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closinq. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Cods, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and ireas of similar hazard require separation from other areas by e• least one-hour fire resistive construction. Furnace and boiler rooms, require one-hour fire resistive construction. 7. All vertical openings such its stairways, trash chutes, etc., require full enclosure of one-hour, twc-hour fire resistance. Access w,fys to such shafts require self- closing and latching Class B fire door assemblies one-hour rated, - one and one-half hour rated. Sec. 1706 _ 8. Attic areas require draft barriers as per Sec. 32093, not exceedinq each 3,000 square feat. (9,000 square feet where sprinkler protection provided) Sec. 3205 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) 10. Building projections such as balconies, eaves, overhangs, etr„ require fire protection as per 1976 State Structural Specialty Code, Section 1710. 11. ?ire stops. blocking or framinq members pierced for utility runs require packinq to equal fire resistance prior to such piercing. Wood frame construction requires firestoppinq of both vertical and horizontal draft openinqs at maximum intervals (if 10 feet. Sec. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handrails are rer,uired on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 14. Open stair railings and quardrails shall have intermediate rails or closures with no openinns large enough to pass a 9" sphere. sec. 1716 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to owing in the direction of exit travel. sec. 3303 16. Exit doors from lobbies, corridors :and assembly areas require panic hardware. hI. Hardware for all doors required for eareets is required to be of simple type havinq no prn- visions for locking against egress, with obvious method of operation. Flush bolts other thin listed automatic are not. acceptable. Sec. 3303 (See exception) 1H. At least 44" (inches) in clear width, without projectioen, is required for exits and patient room doom through which patients must be transported 'n wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not leas than 5.7 square feet. The minimum net clear openinq height dimension shall be 24 inches. The minimum net clear openinq width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 41" (inches) above the floor. (over) t 20. surface flame spread rates of walls and ceilings, minimum requirement, stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for one-half hour. Sec. 4202 22. All curtains# drapes anusirdlar furnishings are required to be noncumbustible or rendered and mai.•tained f.lameproot. Sec. 4205 23. With standard spacing, rows of seats between aisles may not exceed 14. Flows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a space if at least 'J2 inches from the back of one seat to the front of the most fo ncard proiecti m of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areae an noted is required by State Structural Code, Sec. 3301(j) 2G-: Heating, cooking, air conditioning and similar service equipment are required to be e.pproved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized cafe practices. he installation of ventilation systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use an supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machine, emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be locate,i outside of building or in one-hour separated room equipped with automatic sprinklers. > A.S.M.E. approved pressure relief valves ..re required for all water hesters, instbll,�d either in separate water tank port or in port for hot water line. Shuc,.ff valves may not be located between a water tank and relief valve. 24. A firefighting water supply i - required within 500 feet of building that is capable of producing 500 gpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 10. Interior wet standpipes at least 2 inches in dinmeter located and equipped as per Sec. 3804 Ware rquired.herePstandplpesoare iserved nqs dby sprinkler piping,connections rsee 1973mNFPAaPamphlet a013, 3-7.7. sec. sec. 3804 4-; Approved automatic sprinkler protection throughout occupancy is required. 3!. Approved automatic sprinklers are required over and unser stage and in all auxiliary areas, including dressing rooms, storerooms and workshops. (Sec. 3802) i or area, enable by hend from 33• Stage floortage rfvandibytfusiblsplink entlaors noraother sheat activated fdevice, are orequired. (Soc. 3901-06) 972 NFPA Pamphlet nals 34 hroighoutdbuildi.ng and emanu,.lcalarm msendingng to lstations adjacent to2exits tfrcmgeach flcaudible An fire alarm .ioror area are required. 35. 22" X 30" access to ttic spaces is required per Section 3205. 36. All exit doors and access ways thereto are required to be identified by approved electrically illuminated signs served :iy wo circuits with one separate from all other circuits. sec. 3312 37. An emergency power system is required for the gY amasium, _auditorium, building to maintain exi 411umiration for not less than one-half hour in event of publ�c utility failure. Sec. 3312 38, fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., approved for such mounting, or installed to provide a- least one and one-half inch air spacebetween the fixture housing and combustible material. 3q. Conformance with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31. NOTEF: 1. Local regulations cr insurance standards for most favorable insurance credit may, ano oft-c- do, exceed these minimum State requirements. 2. This review does n,t cover O.S.E.A. (O.S.H.A.) regulations. 3. This review does not cover Medicare-Medicaid regulations. f 4. Oregon State Health Department. 1 CH2M ::HILL engincers Planner s economists scientists 4 September 1979 P12206.A2 Building Official 12420 S.W. Main Tiqard, Oregon 97223 Attention: Mr. Ed Walden - S4A L9 L .O.Ml ;3 S7w Subject: consolidated Supply Tigard Warehouse and Office Showroom Earthwork and Storm Sewer Inspection This letter summarizes the field inspection and laboratory testing performed for the building pad, parking area, and storm sewer earthwork at the subject site. The storm sewer, shown on attached plans, was constructed as specified 3 August 3.979. Field inspectio, G ,-rare made from 31 July 1979 to 21 August 1979 to observe the stripping and backfilling work and to perform in-place density tes*s during fill placement. The compaction of fill materials was monitored withia nuclear moisture-density gauge, in accorlance with ASTM Test Methods C -2922-76 and D-3017-72, to ensure compliance with contract specifications Seventeen (17 ) field moisture-density tests and cne laboratory compaction test ( in accordance with ASTM D-698 Method A) were performed. One problem area was encountered during the earthwork con- struction. Within the east side of the building pad, an area of some 1,500 square feet of wet , soft soil was encoun- tered. This soil was excavated and replaced with 40 cubic yards of compacted 6-inch minus crushed rock to provide suitable bearing. 1 ASTM--American Society for Testing and Materials I'md.ind Offi(vO 2(w)5 W Market SUe o 12th I lour, Portland, orf-µon 97201 5011124-9190 1WX 910%464.4720 Cahlo CHP--Ill MAX. 16.0103 ykvi.ifekuS85/Kat w}idYi'�e^.rdAik�.1Wf v,CrYO M MG1w�v>�+w;wAwe:-epa.we..• �uwrwun�a.ru.au�u++w,n.«,w*ra+w+wu►.mnem«acrwY+^ �"U" ""� Mr. Ed Walden Page 2 4 September 1979 P12206.A2 Based on our observations and field tests, we feel that the compacted fill was installed in compliance with the approved specifications to 95percent of AASHTO T019 maximum dry density Sincerely, Garcia-Bengocnea Geotechnical Engineer rL Joe Plamondon Laboratory and Materials Manager cc: Mr. . Karl Neupert Mr. Steve Lee Mr. Tom Mensha Enclosures 'qG/qy 2 AASHTO--American Association of State Highway and Transportation Officials wivrH I .-r�,Nct/ t , �9 Pr,� zvnr� jr) Id rIRE -7- IRE A-5 f xi.,_,7- AAA4 I -- � �Yf r. c:avNecr no r--xlsr- F-L ors.J/w`, SHILL Q/JL_ 0Kr. OA1E l+Ev�llON I � 1 I � oF i zO' EASEMEIV �L / M ' I I w�Ncvs� i SPECIFICATIONS TRENCH BACKFILL MATERIAL .AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE GENERAL SITE EMBANKMENT MATERIAL. - - IMPORTED PIPE TUNE MATERIAL SHALL BE 3/4'0 AGGREGATE CONFORMING TO THE REOUIREMENTS OF THE OREGON STATE HIGHWAY STANDARD SPECIFICATIONS. T CONCRETE PIPE SHALL BE REINFORCED. 'A AND S' (DO CONFORMING TO ASTM C 76, CLASS III. JOIN-fS /N ; 140. Fq SHALL BE RULIBER GASKETED TYPE. o(jr14C 2 PIPE BASE SHALL BE 2"-0 GRANULAR MATERIAL, PLACED WHERE DIRECTED. MAXIMUM DEPTH c Z),A/l)EG7- 77—) SHALL BE SIX INCHES ! P Dom" MN /4'1 to ,�E�EG rHUf�S' f8490 f�X7 :t Ov / r SLP. •-5. 1919 ` GC�/jC7 L/D•hTEL7 �{X�of-'L-� W-L- CC�MI�AN V o, 7- j "Pgri 1.¢;iyty reg- .i1'Sr"1'"'tom" go lies 0 �C�71� _.� �.....,.•4 Yyr•,.r ;:� 1'� .;lca.7r, t_, ..-. .T 6otlwll�T1AM'j BUILDING PERMIT APPLICATION 1oF TIGARD DATE_ /.ir.J,` 19rif THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDERPHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS- OWNER P OtV1• t. • OT I ' 5 OWNER -alil itD1� Wp�}i Y • JOB ADORESS7)3'7 SU Kuala Lanw HOME ADORESS fa "--' z ARCHITECT - S.11• box 1J.I ENGINEER s BUILDER I:i'(j�-}iA'tl4tftklw 1'J"It* ADDRESSIIJbck [Futte PanCh _ DESIGNER u�O r�onlalin STRUCTURE _ONEW ❑RE'M_ODEL ❑ADDITION OR_EPAIRtt---11- ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE ❑'COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO L_ICARPORT ❑GARAGE (I STORAGE❑ISLAP LJFENCE FIEIOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED OSIGNS OCCUPANCY LAND USE ZONE I h', --BLDG.TYPE _FIRE ZONE` PLAN CHECK BY ,IL'l11 HEAT _ itrtxt cuv rs� t ultde�tiiAr s� tJrYIY_, al;d Say aUt)jUet to fAl-,. iit'® �-91'j#Lx 1 _ Askew by 'A.sty F irra marsh®1, i.6171troctur pg'Iicowds at hilt I,)wn Lick. `�h4s1A'��1 [i1 thru 5,, X110 i7 '� UurshOUS�+ trctlr�.t & filynel. l : i-"grm,t t 0314 1710.00 0��.� 4A .__ ��S2S?HL4AQ C1t1C£_'.1iEIGHT M� NOLQAF�-_ 1 AREA �;c$�C1C �E1Zfl40A�S L2Qf)til:' BUILDING DEPARTMENT7 SET BACKS FRONT 9REAR 2 _LEFT SIDE 111 RIGHT SIDE- Permit �---- �—�- _— -- THIS PERMIT IS ISSUED SURJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 210 AREGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREB'/ AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub total (�., ,. Al ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE - RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTOm; TO HAVE CURRENT CITY BUSINESS State Tax r•' � LICENSE. SEPARATE PERMITS PEOUIRED FOR SEWER, PLUMBING A,ID HEATING. Tolal APPLICANT OR AGENT Approved Receipt No. o DATE INSP. TYPE INSPECTION _ REMARKS _— PLUMBING DATE Contractur 91�/ 77Aj AST¢ IVY\Mr1 �JA(1, tit No. �cC? .3c 01+h1 //_�_ 7� �. Rough-,n F.v Fixture Final oM 0K_ 4#,7,!'f t.>►ZS�s��X d. .� 0 0 �• , /.?anima/y 6� Contractor —1 — /f 71 4w.��< 1w�►w.l-1 "!�.�914X p� f. Ovi Permit No. 7 �.. ./• i 77"S`"^� Gas or ou -- �p -- - -- - Rough-in Final — ___..._...__.-. i l,,�,[.�. �— SEW Final /0 , - I? •� fyr• DRIVEWAY Final _ —7d lam_ J _ Storrn Drainage �rL_�'/SIV I�(7L t!�Lf2/`—CA / _ i �dGt•{.<<rr.t� (Rain Drain) Final A Sidewalk Curb&Street Final Approach I" BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY Find CERTIFICATE OCCUPANCY rQui?. Landscaping Zoning Final 1 C PROJECT MEMORANDUM August 10, 1979 7917 Consolidated Supply Co. Date_ Project no. —Project__._- -- _ TO: Mr. Karl Neupert FROM: Steven A. Lee RE: Meeting with Mr. Aldie Howard, Planning Director, Tigard Design RPview. Parties Present: Mr. Howard, Mr. Neupe-t, Mr. Adams and Mr. Lee COMMENTS: 1 . Mr. Howard's letter of August 6, 1979, was discussed and revised. Mr. Neupert signed the acknowledgement in order to proceed with the issuance of the necessary permits for the construction of Consolidated Supply Co. 's new facility. 2. Mr. Adams requested additional information in regards to the non- remonstrance agreement for the improvement of S. W. 721ld Avenue. 3. Consolidated )upply Co. through Mr. Rodney Adam' s office will proced with the necessary formalities to seek vacation of the public right-of-way along their western property line. 4. The question of proper compaction around the manhole in the ' public right-of-way was raised. 5. In a meeting with Mr.. Dori Howir_k and Mr. Aldie Howard, the automnbile count of fifty„ j,�Sj� l�.1,11 he used to figure the street development charge for—e— foundation permit. Steven A. Lee SAL/js RECEIVED u 1 , IJi9 GI i X OF 11GAW Mr. Rodney Adams GRIGGS,LEE,RUFF Distribution ------ ARCHITECTS Mr._ Aldie HowardCL SSW MACADAM AVE PORTLAND.OR.97201 Mr. Don Hnwick v— PH0NE:501•71L JML ( HEMI COHILL NOJECT NUMSSN ---J /Z2r MOISTURE •DENSITY TEST RESULTS PROJECT OESCRIPTION _-_l._Q�(fOwArLC� MATERIALS LARORArORV ---� __--- SAMPLE LOCATION - - •----- _ TYPE OF SAMPLE r _ __Soy`__._S„�n.rl�a _ TEST SPECIFICATIONS ASTM soles'��� - - _- SAMPLE NO: _GYM C LASSIFICATIom'LJ• ---__ -_ 14ASTM DeetI.L. ❑ASTM OI eel -. CLASSIFICATION: MAX DRYD NSItY, 1 MAX._Je D BStCU FT METHOD O# — ArA c) — 140 ---- OPTIMUM MOISTURE, % COMMENTS: 100 so 110 __ --- - - - -%MOISTURE !.I d-- G# ■ 87.t) _Qs�llt.ttw�lAlj_ 95le 2 f0 - -- I Od "82.e N 100 L.#O 1. tW -- - -_ u �o 165, GT set .Deo Doe on 031 zoo too so )o is s s t/e 3/4 1-IZERO AIR VOIDS -- ---MLLLIM L7[11/ Iq loo , FINS -I-1l.e._STD.if"u" NG/ICF_—___ SAND l�' W ONAVtL C - - FIELD TESL RESULTS rEst N4 _ _ NII91 z a FIE_ n oar EN ITr�— _- _. °--tea e F � r — - S .° FIELD 03 Go MOISTURE CONCENT �% - - PERCENT—COM►ACT'ON TEST NO. _ so (UNIt81 .� q FIELD DRY DEN8I7Y L9/F_T8 IQ7,S 1�— FIELO MOISTURE CONTENT PERCEN_t COM►ACTION Z.— �5.�.- �S o L�•__Fi__, j{�_� ��� 70 RFMARKS A-yt47rN/AL .s,F•MY //I/Y'/J DCSTOiQT//l A/ ;y/// -�N/'t'/OrCr � sCYII C. �1F1LE DEAIC.ring 7JV/�A �'e n.acL rCOiY L'JF� LAY �Alil.�+ wfi. e0o Io to to so #o sa oATt: —���� MOISTURE CONTENT, % cc FUTto °VoAtt / CNlc M[O ev; DA TF AR FARM I)/'i,)RP '1�7R SST C.\VCYi,1t _ '`'�61;�#9'"►' ,µ �+`,1,'r�:�,�.:�r� r BUILDING PERMIT APPLICATION Co Y TIGARD DATE r 9L_, 19 f THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED 9UILDERPH61,;F 11 1—r",q ", OR AS SHJWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNERPH?n� LOT Nd- ,'tom i OWN'aR 1I+__. i�i�tku(.: �u-PLIM AtlmRE5S73yrr7 jfyf K b11F I.sant1 HOME ADDRESS 1 a 1• uuX 13' ARCHITECT BUILDERr j NL�(;gf]q i �, ENGINEEgg re� ' lali"'} i ADDRESS sky► ;�( �L1iu�.ZR" tkJ{lUtl DC_SIGNER� aP'uE't STRUCTURE QNFW ❑RFMnDEL _ OADDITION GREPAIR 0RENEV4AL [:IF IRE DAMAGE ❑DEMOLI110N C3 rR-EISIOENCE �OMM [:]EDUCATIONAL ❑,OWT RELIGIOUS PATIO IJ BAR PORT ❑GARAGE ❑STORAGE QSLAB ❑FENCE LJBOND ❑MOVING; 13CONDIT11NAL USE []DESIGN REVIEW ❑COUNCIL APPROVED ❑SIG JS OCCUPANCi_4;L& LAND USE.ZONE.�_-__BLDG.TYPE ( _FIRE ZONEt„_ PLArr CHECK BY���I HEAT_ kuk,,Uh ',:rduknj LomNacti_u_n, i.ultle t. �, f .Ilii f-or _ ---�'rG� 1s�lc t„a seh 3t1� C�Pfit �. Submit Inspection am. ti.:[lGFPaction "fact Repottu, -- --- ----- -- �c ,-iE.lSsli._---- N.4 SSQ►3!€� �R A H ILDING DEPARTMENT SEt F. +i KS F=RONT===. REAR LEFT SIDE. RIGHT SIDE Permit $231.00— Plan Check THIS PERMIT IS ISSUED SUBJECT TO THF. REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING j ' JQ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE P1ANSAND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total ;, s _ . ALL APPLICABLE CODIES AND ORDINANCES, THE ;RIJANrF OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax t_ _ 1.Qr LICENSE. SEPARATE PERMITS REQUIRED F09 SEWED, PLUMBING AND HEATING. Total 3yfl� r BY -- --- p l +— l�PVIJCANT OA AGENT Auproved 4`— Receipt No --- DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE > Contras+or Permit No. — a Rough-in — Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER -_— --- Final — DRIVEWAY — Final ^ Stom Drainage (R in Drain)Final Sidewalk Curb&Street Final __ _ Approach BLDG DEPT. FINAL TtMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCYFinal — landscaping Zoning Final � i I { i VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers Project, C4h�z2";26?r'•-p ,i• BY. 11/ Shoot No — Client rye Date i Project NO. n,70k� 41 Ov 2? c��, �/�rC Dar iE Z SA:, 73 r d.��i. )6,0 S� s 73 Arra + / '; - 5✓Y. "E4- jos, v. rz,3 ,a 37..Oc: /Q. lri8 - 0.24: - /.��. m ¢$•S:�'� ,/ i 2�.Q'6' I ii,�,vrcc... -• r1.2 f 5�.2 G�,G�w �r1�-y .. /7:..�,w /ri Cww.-r' r,(. a /j S� 1!;C' : G�,D rw ✓I;csai�••2 �`�:;.,� Ao z,f ' �w ad. -- r. VAN DOMELEN a LOOiJENGA. Structural / Civil Enginssrt ProjectBy Shoet No. Cliont c ��- -- _ Date 1 77 Project No. S57 n1" qtr « �03LW.4 Sep /d� 7 PIC_ 40 xi VAN DOMELEN i LOOIJENGA. 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Structural / Civil Engineers Project, by Sheet No ^� Client I r04,f.; Date ✓vim ' Z? Project No. f ¢x/d — lob Rs zz x 440 s O,f(o Afj 00 �!J s /G►c x � w� 44 f ZL OL !io wry ,s 2d�U apL3z r�iZ o It'll. eoa• -m 2.r 'fir Cie, I �/v K v/� m /�. ✓J ! 6 w'{.'�'T off... {�1� Z� /ZO - W ! �L u/ s $►c QO s O, 20 -�u IF VAN DOMELEN LOOIJENGA. Structuo-31 / Civil Engineers r Praise i dy l Z&4c . Shoot Noy 7J I Clients Dctf Praise No.�_— __i 7-A4 oa- Trr- 10A' 91 — �� 2/ a r'f- = 215 L I � 1 Ij I �i l VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers Protect. Illy, dlL' Sheet No- client I o-clientIDate,✓Y. Project No.�_ �+,,..so.-y- ,�.jl�-�� spa l�•a� B c.-�'� s,�:� vJG 3.ax, 2X f /O i B$/cx zr I 1 M ' I j ► 1 I y 14- y 4 Y 141; Y.?9 3S/ 3I`�% �GG /• d74 Z.7u 22 N SOC. VAN DOMEIEN L IOOIJENGA. ��� �� Structural / Civil I'nQineor• Project -- rd v ScJ� c,464n ' Client - c:� c:: ^—' By —� Sheet Nc — — Dates +/yr _ Project No._ I I G 216 IU/ b � ► 1 I i p� I ! d' .a e.i' /7 1-7 kL VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers Proioa�..4�,�.1�-o�.-,.i r � Client, -t-- sy.—_JJ,c.ate Shoot No.�/�".�-r Date, Proiect No. I w } 4 " 15 fT 7t 2 /,$.-x 70 VAN DOMEIEN & IOOIJENGA. Structural / Civil Engineers Protect 604 44909mm _ ByShoot No. Client i GA1.-. Date i Zid4-,;K Project No. z.9 3.� ¢.G G.7 9� /¢•D 1 /G•S ��0�x 5!G"x /(n~ Ur.J,QL'i�.4� l ��.o"� (G Yr► Z�s 30,3 +ti S ds:r 1 �:'//' tiJ '-�yY�-�"1C /�OY ¢-�7 yp•/I l Sp.O�� �GJ -; x 5'-L" x 2G ' 71- e7W VAN DOMELEN & LOCILIENGA. Struct al / Civil Engineers project, dy,_ _ L!//,�/G Shoot No- Client� �<-.L �� Date ..h1�� Project No.- 7-3 o.73 /7.9 �1 2 /7.t4 _ /87 leo les./i /5.2 t i VAN DOMELEN i LOOIJEAGA. Structurol / Civil Engin era �. _ Project CCk, Sa �,o+�1�_ ;,�oc�✓ _ by �!/,�: Shoot No ' T Data --- "raked No._ Client 1�� :1 — 0.71 1.�0�►'L' CLi r�'Ii/..�h�G•�G�� 7z' 4.'5; `57 ii ti1c4 c' 0 o9G G��.��1 CG�r0 C��TiO•uCs' 4,, yS7 " f.S o. r�- �o A 7 7x o.7gci ' VAN DOMELEN i LOOIJENGA. Structural / Civil Engineers PfOled _G0�15D�L�(� _ wLdY 4.AA , M"t No Client s C C f� Date '7Project No. a.ga UL `�� � ., /•� K r� .. ?2.!07 h� o.99ro c� a k— � ri�iii SliLZ: c:i I o:s c--i --0 - = 410-r 20 s 2.vL�� iii 2c s i 7Ld' VAN DOMEIEN IOOIJENGA. Structural / Civil Engineers projec, L=-4e;-vim By Shoot No- D Client a G:., Date i /T Project No. Ar Me MIX., i 0 ---------------------- M � �1 V� i I 4r G.37S'� /•0� /.?� KG.;GK ;" �? K ,'bDf r2oC� Sh4s.gk:. Z?/ ADC.f - Q5, 0 2 I C, '.: ''6 F�1.C�' ¢✓Z x ^<Z.S n /O. C /-f/T�i S Ax 77a4F Li 72.' C i C'h�7l..() Jr+I�'�il,� L �3/1( �:=---C O l%.�/S� L_ gj ��.r 1.'S f P'��4=fes✓-. B x 2Z.. T ,... „,M,..w.:. ._,...,,,..w++. ............ ...........w..,.wm+a.«.au+arrsn.wwwaae+w.w++..w�nwrs�.w+.+w.w.r..w..w.e.....+n.+w«..�w..w......w.wwwnr.w.'.rw.rww.w:wnuanrw+n.ww+swuF++a..w•o.+w.+... VAN DOMELEN A LOOIJENGA. Structural / Clvll Engineers Prolids — I dy, /ilasc Sheet Na .% Clients- T� Date i kY✓ :7.9 Proiect No. D/s�".q�JCc�r OrJ1 �iftlyy 1t/ S �f/.�G[f f7V ;MUIiiA41j^ /3E x *d /m G' 24 2 �cT" �C 33 �c0./c.:k <Z�S^ mai G G"ex, S/,�'i✓ A/i4�N�'�af'► �'aT7iC-1 u ,C�G,.✓srll G.✓f.�'-`: _�/' ��I��'' .. all -�r/ i a s VAN DOMELEN i 1.001JEN3A. Structural / Civil Engineers Projecto Shoot NO L J Clients GG Dates �✓�T 71 Pr,31od No. ,&.Wi C S�lS.�r�iC ?yA.&s ^L. GYi f7T T' L_....._ i4- SG/,"✓r7 G %Z = G. 27 x /. 3 +c O./G x �1;9 w (0/ i301 u/,�� "•ter � w k �. �s�•�- = s.a.; cJgC 8"-�/ '',yy v' a W)c 751id : Bey vr..4 �/a"/s�F+ sVrTy AIAWS AWAAAW �. 7K 7SN 1 z Id.99 A VAN DOMEIEN i LOW JENGA. Structural / Civil Engineers ProjectGa-�Sol�A� � SJ y— 5y u/2 Shoot No `�1 Client 04111, k- �7 Date Project No. s,�parL cvea�L G� 12S 3 2/¢ F $4 2/,O,� /2 y�oK/D Oaa JipP e"aXem, A41'L ,�li ole S:"O.G. ¢ P 21 g g '52 X a�SS = 6./b'`' z- P 37 7w sJ?zmw �(y�$•/f•�/s: �1++ �r �$�S'K /.O k �33 K �./Z k/•Sx �Z!J x�(/�) f �/��I f V 50 3x -gvkz /;.a4-, S /od a 2"O c 4�C A. 3 C 32"0 1. �, S •3 j? — 259 x 75 's, F, • Wg t y�?-� K• VAN DOMELEN i LOOIJENG^. Structural / Civil Engineers J s Proied. X 4PQ'q _ BY.— /y ShNt No- Client, Date, Proi9ct No. mor /9¢3 K /�,o , s7Z,0 24 4a. 39yc 7V GA.:.',"A l t ulstiG OY 'l7li�.[d w1gGL• �G 1 I �G 4w-ZAo Pl= -�7 IZ ` �.y/ I✓t /�1�r W3 rG X $U� ri� =3Z.c� PROJECT MEr0o'..)RANDOM Project no.. 7917 Project_ Consolidated Supply Company --Date June 1 , 197?_ TO: Mr. Karl Neupert RE: Design Review Meeting with Hillary McKenLie, Meeting with the City Engineer and the Meeting with City Building Department COMMENTS: 1 . William Roth and Steven Lee presented the preliminary landscape plan to Hillary McKenzie. All items seemed to be in order, and Ms. McKenzie will give a preliminary approval if we seek a grading dnd foundation permit. 2. The City Engineer will require a means of detaining the water run off on this property. William Roth and :pan Pickett will have to coordinate their work on this matter. 3. In our discussion with Mr. Don Howlick, Tigard Building Department, the following points were discussed and must be confirmed by phone with Mr. Ed W31den: a) For a grading and compacted so-11 's permit. 1. Preliminary design review approval 2. So 11 s i i^wA, -- rr, 3. Existing topography 4. Proposed grading plan 5. Inspection and compaction test reports b) For a foundation permit. 1 . Preliminary design review approval 2. Foundation plan and detail:; 3. Calculations The fees for both items a and b will be credited towards the overall building pe►mit. Steven-A, e SAL/j s Bill Kubon Ed Walden Distribution Hillary McKenzie GRIGGS,LEE,RUFF _ -- ARCHITECTS �)an HGwI i ck 5920 SW MACADAM AVE. � William Roth PORTLAND,OR.97201 aL PHONE:503.245.3301 Dan Pickett PROJECT MEMORANDUM ate . Project no. 7917_Project Consolidated Supply Co, __-.-�-----D To: Mr. Karl Neupert (� i . Fc:CEIVED Re: Meeting with City of Tigard Building Department MAY 1 19 19 CITY OF TIGARD Comments: 1. The Berkeley System for the warehouse is an adequate system and can cover an aree of 54,000 sq. ft. 2. The maximum distance between exits will be 200 feet with a sprinkled warehouse. This may necessitate an emergency exit at the southeast corner of the warehouse. the office 3. The separtion between the concrete) and 1� hour sdoor dassemblies. will be a h four ho 4. The corridor in the office must be protected with a one hour protection. 71erefore, all of the doors must be 3/4 hour with closures. 5. in regards to the Handicap calgluthemState Fire Marshaldoes to check on have comply. Mr. Waldenon the Warehouse. 6. We will have to submit drawings to the State for a Fire/Life Safety Check. 7. A permit is not required for soils compaction. However, it is the responsibility of the owner to submit to the City an engineer's report of the conpsction. This will be a requirement to proceed with a foundation permit. Other requirements for a foundation permit will be location of utilities, easements, and tax lot descriptions. 8. GLR will have to inquire about the necF«ity of a clearing permit. 9. Ieareflood tthe anddetention thisdtowtheisitehave to check the 100 y plan Distribution__Ed Walden GRIGGS.LEE.RUFF ARCHITFCTS 5920 SVV MACADAM AVF Doti HOWi Ck PORTLAND,OR.97201 Bill Kubon aL PHONE:503.245.3301 Tom Hensha%;, Ron Ward, Stu Williams IF r ^ CH2M sm HILL engineers I�J'Inners (`(()Iloralists scientists 13 October 1978 P12206.A0 Consolidated Supply Co. P.O. Box 1771 Portland, Oregon 97207 Attention: Mr. Karl Neupert, Vice President: Subject: Foundation Investigation Report Lot 1 , Block 2 , SPRR/Tigard Industrial. Park Gentlemen: This letter describes the geotechnical investigation and engineering services performed by CH2M HILL for the plarined Consolidated Supply Co. development in Tigard, Oregon. :t is understood Consolidated ;supply Co. is contemplating purchasing the subject Frojerty from Southern Pacific Railroad (SPRR) . SPRR will provide water, sewer, and storm drains to the property only, with remaining development to be by the owner. PURPOSE AND WORK SCOPE The purpose of the work described herein was twofolc] : o Make a preliminary investigation of subsurface materials at the site, as required, to make foundation design recommendations. o Study the immediate area surface hydrology and look for possible development obstructions due to runoff. The investigation consisted of drilling soil test borings, digging backhoe test pits, performing laboratory soil tests, reviewing available hydrologic data, and analyzing the information_ obtained. I`urtl:mrl Oltur.• 21x1 S W.Market SIrvr.t, 12t 1, Ilura. PurtLuul. ()rI-g(m x172111 10t,224IWO RYX MW464-47211 CahtV CIUM11111 1111X 4bnflt4 Consolidated Supply Co. Mr. Karl Neupert 13 October 1978 Page 2 P12206 .A0 PROJECT CONSIDERATIONS The project location and site plan are shown on Figure � . Steve Lee with Griggs-Lee-Ruff (GLR) is the P:70ject Ar,:hitect., The planned development calls for a single-story, 190--foot by 260-foot warehouse and an adjoining single-story, 120- foot by 120-font office/showroom. No basements are planned. Approximately 90 car stalls, a site roadwa 4.. f.. 4. 6 azres of outside storage are also Planned. about E �r halt paving is planned for the latter areas. Forklift,ipheavy- truck traffic, and pipe storage loads are anticipated for the storage area. An existing drainage course crosses the area. Included in the park development is a proposed SPRR on-grade spur track and siding along the eastern project boundary. Approximate grade of the proposed track would be +149 feet mean sea level (MSL) . As shown on Figure 1 , the warehouse and loading dock front on the proposed tracks. On the west side of the warehouses a truck -loading dock. As discussed With Steve Lf!e, floor elevations of the buildings have not been determined. He indicated that from .an operations standpoint, it would be preferable tc, have the loading docks and building floor levels at the same elevation. Structural design of the buildings is also incomplete. FIELD AND LABORATORY TEST PROGRAMS Area Geolo The study site lies within the Tualatin Valley, a iroac� synclinal valley extending from the Portland fil on the past, to the Coast Range Mountains on the west. is ColLmbia River Basalt, the regional bedrock formation, is estimated to be .>ver 100 feet deEp beneath ther The upper 30 feet of soil in the project ep slts site. p recen} alluvium r".rc�1 the Tualatin River andneari byFannof Cre�_,k (a tributary cf '-tie Tualatin River) . Included in the alluvium are silts, 'rine sandy silts, sands, and gravels . Peats are occasionally encountered in the valley in swampy, depressed areas. Consolidated Supply Co. Mr. Karl Neupert 13 October 1978 Page 3 P12206.A0 Field Investi ation. The surface topography, as shown on Figure�,gent. y slopes to the central existing drainage course. Within the building confines, high and low ground elevations ars approximately + 150 and +146 feet MSL, respectively. Surface vegetation varies from open, grassy fields to thick, bushy areas, with occasional 30-foot- high trees. A hoilse is located within the project boundaries. The subsurface investigation consisted of three soil test borings and three backhoe test pits, drilled between 27 September 1978 and 2 October 1978 . Locations of the subsurface probes are shown on Figure 2. A Case 580 backhoe was used to dig the test pits and to provide access for the drill rig. The borings were advanced, using a SIMCO Versa Drill with 4-inch O.D. solid-stem auger. Urdi �:tarbed Shelby Tube samples and Standard Penetration Test (ASTM D1586) disturbed samples were obtained in the probes at the depths shown. The field work was supervised by members of the CH2M HILL geotechnical engineering group. The probes were taken to depths where estimated building-imposed stresses would be less than 10 percent of existing stresses; there- fore, deeper materials would have negligible impact on structural performance. Boring B-2 was stopped at 16 feet because gravels were apparently encountered. The location of the probes are approximate, based on visual distance approximations from markers on a site aerial photo from GLR. A piezometer was installed in boring B-2 to permit measure- ments of ground water. levels. A shallow ground water table was encountered at the time of the investigation. All test pita and borings were backfilled upon completica. No surface water was observed flowing iii the existing drainage area. In addition, the drainage area was not a well defined channel, but a broad area devoid of leaves and grass. Labo:at-ory Testinll. Laboratory tests performed for this study are summarized in Table 1 . The samples selected for shear-strength testing were almost brittle in nature, possibly the result of capillary voids. Visually, the mottled brown and gray silt samples, encountered in the upper 15 to 25 feet, were very similar. Consolidated Supply Co. Mr. Karl Neupert 13 October 1978 Page 4 P12206 .A0 FOUNDATION RECOMMENDATIONS Soil Profile. An average 5-inch-thick layer of roots and top soli overlies the entire site. With the exception of the top 6 inches, no organic or highly compressible clayey materials were encountered in the subsurface investigation. The subsurface materials appear fairly uniform, medium to stiff silts of iew to medium plasti:ity. Occasional gravels and fine sands are encountered. Some rubble and debris fill material was encountered near B-3, but the material was of limited extent and is thought to be local, dumped rubbish. Based on the piezometer level in B-2 and the limited relief of the valley, the ground water table is estimated to be near the surface year round. For design, the ground water table should be assumed at ground surface. The low plasti- city of the subsurface silts indicates a low shrink/swell Potential; therefore, expansive soils are not anticipated to di3rupt the structures. Warehouse and Office Foundations. We believe the site is su>_tab e or a shallow footing and slab-on-grade type founda- tion. However, because the floor and loading dock elevations have not been established, we cannot now determine whether footings and slabs will bear on fill or native material. The decision as to what elevation to place the floor slabs depends upon how the rail-carried matar.ials are to be handled. A typical rail-car bed is 4 feet above the top of the rails; hence, if all slabs were to be rail-car height, a floor elevation of approximately +153 feet MSL woUld ke required (3 to 7 feet above existing grade) . If a +153-foot floor elevation is adopted, some 10, 000 cubic yards (cy) of imported fill would be required for a slab-on--grade type foundation. A floor system other than; slab-on-grade, such as joists or prestressed panels spanning between grade beams, woul_C. probably be far more expensive than engineered fill. (Exami- nation of existing and planned contours indicates that very little onnsite material would be available for fill. ) If crane or forklift loading of ra?.1 cars is anticipated, a slat, elevation below rail-car letel may be acceptable. For the latter case, an elevation shculd be selected to minimize fill requirements (i .e. , approximately +148. 5 feet) . A1.1 fill placed beneath the buildings should be engineered and Consolidated Supply Co. Mr. Karl Neupert 13 Qctcber 1978 Page 5 P12206.A0 compacted, so as to match or better the strength and com- pression characteristics of the subsurface silt materials. (Refer to earthwork recommendaticns. ) Provide a minimum 6-inch thick working base of compacted 3/4-inch minus crushed aggregate beneath all slabs and footings. Footing bases should be a min;.mum of 1 , 5 feet below the adjacent slab-on-grade surface or the adjacent ground surface, whichever is lower. If site fill , is satisfactorily engi- neered, footings on fill or native mat`_• ial may be propor- tioned, using a recommended net, Tbe&U;;,uq_�ressure of 2 000 pounds eSr sg re foo -�—,-- mated -inch ' O _41,1 with a corresponding, esti.- 3ett ement. For design footing pressures (q) less than 5,000 psf, anticipated settlements will vary linearly as the ratio of q/2000. The maximum recommended allowable bearing pressure `or a foo-ing 1 . 5 feet below adjacent grade is 5,000 psf. Anticipated differential settlements are three-fourths of the tctal settlements. For slab-on-grade design, a foundation subgrade modulus of 150 pounds per cubic inch for a 1 by 1-foot loading plate is recommended. Footing design to resist lateral ?oads should include base friction and passive soil rQsistance. Ultimate base friction is estimated to be 40 percent of the normal load (zero for cases of footing upli, t) . Active and passive earth pressure coefficients of 0. 3 anc 5. 0 respectively are recommended for design. Moist and submerged unit weights of 110 pcf and 50 pcf are advised. A safety factor of 1 . 5 is recommended for determining allowable Foundation lateral-load resistances. Earthwork Recommendations. Clearing and grubbing operations in the pavement and b hu ding areas should precede other phases of the work. Allowance should be made for stripping a minimum 6-inch depth of grass, roots, and topsoil from the sit<�. Strippings should be disposed of off-site. All roots eree trunks, or root systems larger than 2-inch diameter should be grubbed out to a minimum 6-inch depth bel.)w the . tripped surface. No rock cr boulders are anticipated; therefore, conventional dozers, loaders, and backhoes should be suitable for excavating Of site materials. Consolidated Supply Co. Mr. K:rl Neupert 13 October 1978 Page 6 P12206. T,0 Onsite silt materials should be suitable for use as fill materi•.I, provided proper moisture control ifi maintained. Insufficient onsite material exists for a building fill to +153, as previously discussed. Imported fill material should possess a uniform gradation from coar:�e to fine to prevent voids in the fill and hould be free from trash, roots, expansive soils, and organic material. Structural fill beneath buildings and paving areas should be placed in thin lifts, and compacted to a minimum dry-density of 95 perci-nt of the maximum dry-density, as determined by AASHTO T99. Continuous observation by a qualified soils engineer should be provided during structural fill placement. A minimum of one density test during each lift of 14,000 square feet or fraction th3reof should be taken. Prior to placing base rock for the parking and building areas, the subgrade should be proof-rolled, and pimping or other unsuitable areas should be removed and replaced with suitable compacted material. Base rock and pavement level- ing courses should be contacted to a minimum dry-density of 95 percent of the maximum dry-density, as determined by AASHTO T99. Pavement Recommendations. The pavement thickness design is based on an estimate number of truck deliveries per day, with a factor included for expected crane activity. The design procedure given in the Asphalt Institute ManuaZ , Series No. 1 , was used t:o calculate required pavement depths for the storage area and the dock unloading area . The pavement section for the truck-dock unloading area should be a minimum of 12-inches of crushed aggregate base and 4-inches of asphalt concrete. The pavement sectio,, for the storage area can be reduced to 8-inches of crushed angregate base, with 4-inches of asphalt concrete. To reduce the damage caused by the scuffing action of fork lifts, the asphalt concrete should be Class B. The City of Tigard Building Code has a standard pavement thickness for parking Lots of 8-inches of crushed aggregate and 2-inches of asphalt concrete. We believe the section should be increased to 3-inches of asphalt concrete, placed in two lifts. The additional. pavement thickness is for the Consolidated Supply Co. Mr. Karl Neupert 13 October 1978 Page 7 P12206.A0 entry area and for the southern' aiele. p of 3-inches, placed in two lifts, will normallment thickness better-looking pavement with fewer irrenormally srovidethan if. the asphalt concrete is placed in oneli!'t. Class C aspi.slt concrete should be used for the parking lot paving. SURFACE HYDROLOGY As previously described, part of this study was to consider Possible obstructions to the develipment, due to the immediate area hydrology. The City of Tigard oliated Supply Co. that the area had beendesignated asn°wetlands. " Steve Lee indicated installing a drainage culvert across the site, through the existing drainage channel, was planned. The culvert would then be filled over and used as part of the :storage yard. Inlets to the culvert world be provided to handle runoff from within the site property lines. C112M HILL calculated the mean annual flow thro>> area, to check that the area did not RIE:et the U.S. tArr drainage Corps of Engineers ' criteria for wetlands. my have required a permit to fill. The latter would calulated to be 0.24 cfs The mean annual flow was criteria of 5 cfs. In , Which is much less than the Corpse of the Cit Phone conversations with Larry Sbart y of Tigard Planning Bureau, we learned the wetlands designation was applied because of the shallow III giving the area this designation ater table. alerting developers of the possibilittnotCit�.• of Tigard is neer; for dry engineering soils investigatioproblems and the or_inion that the wetlands designation does not represent an obstruction to the planned dt is our evelopment. To determine the size culvert required to handle the flows across the site, the engineering consultant for Southern Pacific was contacted, in order to determine the design flow. The design flow for the downstreami e is A 36-inch concrete pipe or a 48-inch CMP with 1-inch corrugations Will handle the design flow; hence it should be possible to fill the drainage area. Some type Of retention facility will need to be There,eincorporated into the inlet design of the site drainage. p 9 are many .-AdW � sem► Consoiidated Supply Co. Mr. Karl Neupert 13 October 1978 Page 8 P12206.A0 schemes that could work; the most logical is one that would use part of the storage area, ponding the runoff to a shallow depth around the inlet. The alternative to a det-antion scheme would be to have the storm water syster, designer convince the Tigard Planning Commission, that :n increase in runoff will not cause problems. The final decision whether detention is required rests with the Planning Commission. CONCLUSIONS We believe the site is suitable for the planned development. Subsurface materials consist predominateiy of low-Lo medium- plastic silts. During prolonged rainy periods, the ground water table could rise to the ground surface. The storm drain design, provided by SPRR, appears satisfactory for the area. As discussed with the City of Tigard, no development obstructions are likely to be encountered if the SPRR storm culvert is extended across the site, beneath the outside storage area, and if some form of inlet structure is provided. '7 Establishment of the building floor elevations will deter- mine the extent of structural fill required. Footir.i and slab-on-grade foundations should provide the most satisfac- tory foundation system for the buildings. Design recoittmen- dations for the site earthwork, fr­und?t;ons, and pavement are presented in the "ext of this report. The analysis and recommendations submitted in this report are based upon the da -,A obtained from the soil test borings and backhoe test pipes. The nature and extent of variations between the borings mety not become evident until construction. If variations are found, some recommendations in this report may need to be reevaluated. CH2M HILL should be retained to observe foundation construction and site fill placement , in order to detect differences between the actual and anti- cipated subsurface conditions, as described herein. This report has been prepared for Consolidated Supply Co. , Portland, Oregon, for specific application to the SPRR TtGAP.D Industrial Park site, in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. IF AM- Consolidated Supply Co. Mr. Karl Aeupert iJ October 1978 Page 9 P12206.A0 If w - may be of further service, or if you have any questions regarui ng this report, please call. Respec' full S. Stuart Williams, Jr cl/dw 1 rw l /� a� / l"'1 o-...i L• SAM II( DEPTH MOISTURE STRENGTH NUMFIER IEEET) DESCRIPTION 01 MAT ER IAI tASS1EICAT "N•• --- --- - 'Yd _ — (Rl/tTI VI Uf It (lRrlfT) 4,1 C Ikl Ixl (y.l (RiEN) (R/Et11 IpEGREE) ?325 bRj=�S&,&.y L.rol�l 's.Z ds i-T, I I sto• pti vE ssuvcY Sli_? 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