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11565 SW PACIFIC HIGHWAY-1 i I }w z^, H us Rt , ebal Ts� c T emE 720 MARKET ST.. SUITE H. KIRKLAND. W/►. 96033 fax: 423.520-9097 F phone: 425.026-0940 t'9�•4M'A PROJECT WMMARY RAL OOCCUPANCY: 13 -N-5PRINKLERED REGISTERED CONSTRUCTION: V ARCHITECT ` AREA OF TENANT IMPROVEMENT: 165 5.F. No 70e0 I. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS - M ? �r t � OWNER ADDRESS: 11565 5W Pacific HWY Y INDICATED IN THE CONSTRUCTION DRAWINGS AND 5PECIFICATIONS. "�9 Lt>�dau-6t Suite A �AO S. Oremus - Tigard, OR. 97226 F WASHINGTON 4L1_ WORK SHALL CONFOP TO THE APPLICABLE BUILDING CODES a AND ORDINANCES, IN CASE OF ANY CONFLICTS WHERE THE METHOD OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR r � ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. 217 F' 3. THE CONTRACTOR SI-!ALL BE RESPONSIBLE FOR 5AFLTY IN THE AREA 4 I qu T a 4 Il. OF WORK IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. I �y r; 4, THE CONTRACTOR SHALL INDE"iNIFY AND HOLD THE SIN. OWNER/ARCHITECT/ENGINEER HARMI-E55 FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE 18 rd' NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES OR ._, ., _.... .� _ "r I.. l.' -.- '•Pdh I SUBCONTRACTORS. 5 EACH CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND 15 RESPONSIBLE FOR THE REPAIR OF SAID DAMAGE AT HI5 OWN EXPENSE. VICIT ITY MAP 6 WORKMANSHIP 51-IALL BE FIRST CLASS AND TO ACCEPTED scALe, .S. STANDARDS RECOGNIZED WITHIN EACH STATE OR TRADE. 7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING ' CONDITIONS 15 GIVEN AS THE BEST PRESENT KNOWLEDGE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANT DISCREPANCIES. DO NOT SCALE DRAWINGS. z 5. UNLE55 OTHERWISE INDICATED DIMENSIONS FOR ALL NEW WORK ARE 0 - MEASURED FROM FACE OF WALL AND DIMENSIONS OF EXISTING WORK ARE MEASURED FROM FACE OF EXISTING FINISH. f. 9. DOORS AND FRAMED OPENINGS WITHOUT LOCATION DIMENSiON5 ARE �'— TO BE SIX INCHES FROM "THE FACE OF THE ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. ? Q 10. LOCATE WALLS THr,T ARE NOT GiMENSIONED TO BE FLUSH AND U LL_ ' SQUARE ITH THE EXISTING STRUCTURE OR THE CENTERLINE OF A Z W WINDOW MULLION U.N.O. > w 11. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER W W EXISTING CONDITIONS PRIOR TO DRILLING OR CUTTING OF SLABS OR W STRUCTURAL MEMBERS. En `f 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL Lr_ +` BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. CL 13. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST i ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. 0 Z Q 14. CEILING HEIGHTS WHERE INDICATED ARE FROM CONCRETE TO BOTTOM OF CEILING GRID OR OTHER FINISHED SURFACE. 15. THERE Sl-HALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, Vf NT5, ETC. ALL SUCH LINES SHALT_ BE CONCEALED OR FURRED AND FIr�15HED, UNLESS NO-FED AS EXPOSED CONSTRUCTION ON DRAWINGS. 16. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR MATERIALS. 17. ELECTF:ICAL/TELEPHONE OUTLETS WILL BE MOUNTED VERTICALLY +15" UNLE55 OTHERWISE NOTED, SPECIAL HEIGHTS AND MOUNTING REQUIREMENTS NOTED ADJACENT TO THE OUTLET. 18. CON I-RACI OR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL AND ELECTRICAL EQUIPMENT WITH MECHANICAL AND ELECTRICAL CONTRACTORS, AS WELL AS 5140P DRAWINGS APPROVED BY THE ARCHITECT, BEFORE PROCEEDING WITH WORK. Approved. C1 rY i o°�tto„�ttN,gpp O r1GARp _ ------ � ..... �e ...a. ............. -- -- — - - r, i i PERMIT SET 'BIER: TENANT: AgCe (TELT: CONTRACTOR -- 1 D MEYER Wmhin ton Mutual l-lutteball it Oremus AO-0 COVEDate: 05/01 /01 R 514EETI VICINITY MAP � PROJECT DATA r 01-� , I:EI'Ka1-I ' NTCol I-�orate Pr,)hc;rty Services Architecture, Inc. ATIVI JANINE NY5 g KENDRICK BROTHERS CONSTRUCTION AI-0 FLOOR PLAN, REFLECTED CEILING PLAN, DETAILS 4 SCHEDULES 3600 22nd ,� ,r; �1�e 1201 Ird AVE., Wl'I r0a32 720 Market. :-street Suite N 4015 South 300 West Project No. 0113.00 Portiond, OR. �i/202 �I Salt Lake City, Utah 84107 - �- 5ec�' e, WA 88101 Kirkland, WA 88033 Kelly Witt _ PHONE: (.�03) 797-3 Y t)rawn. KMA FAX: (503) 797-3545 Tenu It Rep: Kevin Oremu5, AIA (501) 266-2486 phone - — - ~ Greg Smith Robyn Murray r Regional Constr. Mngr. 425-828-8g48 phone (425) 820 9067 fax Sheet No. Vice President 425-828-9067 fax 206-461-6473 phone hoo@hourch.com ' 206-377--3355 fax AO - 0 IPacific Hwy, 11565 BUP2001.00036/137/158/189 1 of 5 e NOTICE: IF THE PRINT OR TYPE ON ANY ��� � IMAGE IS NOT AS CLEAR AS THIS NOTICE, . _1� — --! � --- --31 - - 4 ��(�- - - � � -_� _� _g 11 1� ITIS DUE TO THE QUALITY OF THE _ _ No,e ORIGINAL DOCUMENT o�s 6zi 6z Lti-I 93 919 1�1Z sZ Z tZ UZ 6t �8t - it 91 2t 6t �st yt It is 8�- 8 G 219 BLOCKING BE7 WEEN TRUSSES AS RUQUIRED - GLG DATUM POINTS EXISTING WALL W/ \ 5/B" GH TO REMAIN � �-t-----EXISTING STRUG7URE ,, 15'-7 1/2" -- 4) 2q'-9 112" 31-011 --- r-� -- -- - 1 '��� ��� Hutteball & Oremus . I A R C H I T E C T U R E B III oil � I I - a 720 MARKET ST.. SUITE H. S,IELVING A KIRKLl-iC). WA. 98033 O �frhx 47s:e215-9067ABOVE 5/8' GB a3 - I j B WORKROOM �� 2,-B„ r�Ec,. RE GES OFFIT __ ` A03 9 -0 „ �\ AR("I E C I @ 9 O AFF - APC -4 METAL STUDS ` NO oau _ - 77--76 w � W/1 5/B"GGBA70S _ -- O e F I AE SOFFIT SECTION Kevin S. Oremus I WORKROOM , I 05 O ---- - ---- -`~ --._ _ SGA.LE= 1,12" or w,�sHlNcroN� REMAIN -- _ A03 / I TELLF_RLINEL LIN - I — - / CD2 4 O GH SOFF IT - - -APC_L_---- T 4: I - 6 @ 8 -0" A F - - 2_B� f - \Y STRUCTURE ABOVE + - -- 0 g BRACE +a *31-011 I O OR YO RESINE GSD \ FURR OUT F_XISTING -- \ TRANSVERSE LOAD ALTERNATE I WALL TO - - --- --- - I - - A 41-211 ACCOMMODATE '-0" SIDES. uGT ELEG. PANELS FFI Oe O ACOUSTICAL 3-1/2" 22 GAUGE G�' B -SOFFIT MIRROR OF TtLLERLINE- CEILING METAL FRAMING AT ib" O.C. --- I I SEE I/AI-0 FOR LAYOUT -SOUND ATTENUATION BATT r O (SAB) WHERE INDICATED ON I/AI- 1 GL oB; OB A e -----5/5" TYPE X GYPSUM BOARD. \ PLATFORM 2�_ :: EXISTING COLUMN 'TO I -- -- - O�LOOR PLAN Fc�R LOCATIONS V - PL TFOR -- --- -- W A � � R S �A > -z_ REMAIN A01 "'-0" P al-o I 0,3 A C �e ��-- 6" METAL STUDS � 41' METAL STUDS GL 3 EXISTING WALL W/ 5/5" GB Gg SOFFIT \ 05 0 s YP I CA L V IA L L 5 FCT I ON Jd O Al-0 TO REMAIN I T @ 91-011 ,0 -ALIGN SO 'FIT HEADER 8 SCALE:3/4" = I'-0" Z Z WET CORNER— B TYP. P� ; 0 �� _ (� io, � /� `• � - --- --- -- - --- - -I AFF W LIGHTING LEGENDLIGHT!* SCHEDULE - ATM _ - -- NO. W TW - KEY 1ANUFAGT. MODEL --_� A FIXTURE TYPE. REFER TO FIXTURE gCNEDULE RECESSED GOWNLICaN•r, SUBSCRIPT NOTES TYPE A LITNONIA 2GT—?'2—AI2—I20—GEH 1 � � 1..a.. CLG DATUM POINT =_ _�- ,,E LITHONIA 2GT-332-Ai2-120-GEB-EL-PS1400 I CE, q3 0 -q _SOUND GB SOFFIT @ 9 0 _ \/ ATTENUATION BATT TRACK MOUNTED FIXTURE B ZUMBOrEL 55D-7BogEI-Sl-7301-IR-MG--g430 IB 45 910 64 (SAB) TYPICAL IN BE DUALITE T8-15 1 �-- 0 } ' 3'-0" 3'-i" 3'-0" ATM/ENV. F LIGHT. SERV. INC 2r -332-AI2-I20-GEB 2 6�120 I W GLR. DEPOSITORY WALL X,4 2 FLORESGENT TRACK TOTAL WATTS/ ACTUAL, 1120 iVi __ 11 TOTAL SF(1566) X 1.2 WATTS/SF- !0--,,qJ FLOOR FLAN R�FLCT�D CEILING PLAN 1 2 W _� _1 SCALE:t/4 I -0 SGALE:1/4 I -0 - " METAL STUD 4A HEADER " METAL STUD ABOVE ATM loll CtOF TS COLUMN 4F 15' 7 1/2" _ S i, - --- -- - ----- --- DEPOSIT/ BOTTOM OF ?� CHUTE EXISTING I' Nf STRUG rURE \ \ \\ 4B ENV. \ � DETAIL `0 5/B" GWB 1 - I \� ENVELOPE 1' 14�� R.0. - 1 =_ DEPOSITORY _ 00 I � e \. 4B 4A /� in ENVELOPEc5 \ , ROLLING GRILL AI-0 Al-o OF ENV. �\ DEPOSITORY 6„ METAL STUDS SLOT r-- / \ \ -GUIDE WEIGHT: 30 LBS i ONTRACTOR TO -- ---------- ----- ----- --- - PROVIDE 5/8" TYPE 'X' GB--/"'r' i • BLOCKING v BRACING AS j ? �� IV REQUIRED MOTOR OPERATED I ' -�= ROLLING GRILL ( V (o�� ,� �• ( i \J - - ` - / \ I --METAL SUPPLIED BY I z i �• V ` a \ - i FRAMING z �.. \ METRO DOOR < I I ATM _J W --LOCKER WEIGHT= I1'-0” - / BY BI LBS I SUSPENDED OWNER 1 U CONTRACTOR TO \ 1 O ( ( , , ACOUSTICAL ! _ PROVIDE 3X3 TS BEYOND•- I ( ^ , CEILING d, \ �---4" METAL STUDS I - BRACING AS 1 ( ��c• i REQUIRED I I �Sio \'� .y .,- 3"X3" -TUBE STEEL __ II �i AI-0 --- 2X6 WOOD � � ------ —_ - ---- DEPOSITORY EQ. I'-I" EQ. FRAMING TO I I .�SUPPOR-1- LOCKER q,-0„ ( I ���* METAL �� �` _ PERMIT FIXTURE R.O. „ ,�► _ ( I__-- 4" �'• p SET „ 5/B GWB Gk� SOf FI�- I I FRAMING � u r 3 -0 -" ( B" CLEAR R \ ` ___�6 METAL STUDS -- ---RUBBER --- BASE i --- -.--- \ CASEWORK / �" 14Li 6„ \ Date• 05 01 01 BY JtJ �-- -- _ REFER TO 2/AI-0 0 — 06BProject No. 0113.0WOODWORKING _ --- 5/B" GYPSUM BD. ( 1 YP.) Drawn: .� � ROLLING GRILLE LLQ ENVELOPE DEPOSITORY ELOPE DEPOSITORY ING LLE _ Sheet No. 5GALE:3/4" I'-0" PLAN 1/2" 11-011 SECTION �� -II-0 SLCT SCALEII/2" 1 -011 PLAN Pacific Hwv. 11565 BUP2u01-00036113711581189 2 of 5 NOTICE: IF THE PRINT OP TYPE ON ANY rl 1_�I I r I I I I I I I I 1 1 1 I I I I I 1 1 1 11�1 i i l l Ill III I I I I I I I I I I I I I I I I I 'I l i l l l l l l l l Ili IIIIIII III IIIIIII I I I I I I I I I I I I IIIIIII 111 1111 V I I I I I I I III IIIIIII III 1111 I,I I+ IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 11� 2� -3 - 1-1 -I _- 5� 6� L + 11�I - - -- + g I I ll� I I + �j ITIS DUE TO THE QUALITY OF THE No.3e I ter ORIGINAL DOCUMENT S 8Z 8� GIti 9(7 9t3-4 S\ZtZ U7, 8I St Gt elt 5i 61 St tit tt t 6 8 L LIE_ l ! j11 J9— IIll11111111 l l llll�l11111! NII - 6"WATER PEP; AS BUILT G ' 12"DI PER AS- BUILT ZLL1 1 GAS RISER & I N 2 BOLLARDS Lid6"WATER PER AS BUILT 36'CCP PER PER SITE VISIT J �S & PAINT LOCATL A TILT 5-Bl -- - -----_---------------_ _---------------------------------------------w----------------------------------------- .._..__.. _------ W W l � C ) F INSTALL 6' - . W• f RUC - � T� E� T DOUBLE CHECK F -- -----.-__ W — EXJSTiK V FIRE WATER LDE - --DC1ECTat ASSEIOLY --� --- - ------_—.._—._wW — W —. W W ----__�.—__--..—. yV W �- W - ----- W -------_ _-- y'�B"""a'1` l'-4' ----------------------------------------- _---- -' -- ..�_ __ a r �� .-�.�. ..r... •,.- - ---• -- — W _ 000mnnmew CONNECT TO EXIST FIRE WATER UIE •- �_ _ __ moi,': ,. . ...1 .._�_ , - L , _.-_.__ i I+ :, � 6' &V FLG X F 1HiUST!LOCK I Q / Z•y 4 i"d b Et>atDDMTE TiDI WITH LVFA ; �' L GA �G37. ;�.'� \. -F. �--0-- D �.�..-- ��- 3?_4.9' 8„UI PER AS-BUILT110 \ •xsa Q`r j 36"CCP PER AS-BUIL.1 H101'" T4mis --•� •:• L. 2 8 MOAL B 12"DI PER AS-BUILT - Y j - - — Taocn / r n.:r9 ' RE (FRED ME'IER HOME IMPROVEMENT CENTER) ,�. reLOErlNarrwr•Rr J/ N,, �.� ! i EXISTING (1; STORY �' ") j I I R AIL BU DI G i - SPIGOT 'A' C AR =3 ,7'.I G F. -_.— _ SCALE: NTS. NEW NORTH ADDITION ODD C I ` 9.60' V FIRE HYDRANT -- a j r ha. _ qw TTTT-L--,, ., F;NISHED FLOOR ,' j EL=2$0,41' ; ooNasRF w �, rKwlt 2 49.2' 1 .F. 0'-0• b �.. i BNBOirIfol ---► ® 771 _ C __ ._ Iawom c+uKaoj 0 i ���I IN ' I PE AIR ALS i �� 0 FINISHED FLOOR / �� / / i�T �ruwa raan roan J EL=273.75' / 8 •/ 1 AREr;=8,734 S.F LDIEXISTING AtILT \ 1 I F7 1 1 IIEatWM:II xw MN OErtea MxlY•!0' YEQW/C4 ANT , 1 IODEOAEE FI R°n rp / BUILDING OVERHANG PIGOT 'B' (TYPICAL) i t' ____. SCALE:NTS. Tcc c c c c c �c c c c c c c r 1 1 3� 1 1 � � j o BUILDING -❑ OVERHANG (TYPICAL) WATERLINE 10" FRE R S- UILT \ CONNECTION / PER PAINT LOCATE \ CONFIGURATION IS ' OC GE SHED OR UNCERTAIN AT TEE (MAIN FRED MEYER STORE) � \, ' ,TJ EXISTING (1) STORY 10" FIFE RETAIL BUILDING TO MAIN , \ AREA=100,942 S.F. STORE RISER \ -�7 ROOM ! (INCLUDING MAIN FLOOR, NEW FIRE H.�WITH , BASEMENT AND ALL 6'uv,THRUST llOp( `fZ RISER D RECESSED TENANT SPACES) LOADING 8" FIRE PER AS-BUILT p' DOCK J (US BANK) — 7 LOCATION - .� 1 1 f 1p / , '\� SPIGOT A r , , �-� 1 I CC \I 1 0 XJ EXISTING 8 TO BE ABANDONED f--- , BUILDING CONNLCT TO EXISTING B'FIRE WATER LINE. I OVERHANG I.PLACE rHR(IST BLOCK.2 INSTALL 8'DATE ' / (TYPICAL) 3,AANOa1 UFAI;ED FIRE V iNEJTO THE VEST. 59.4' 4.PLACE BLiND FLANGE AT VEST END OF TEE. i _ — —_ - — J /. / --lv W- ( -- - -- -- --- - ----- -- - --- I 1 �� j NEW DRY SYSTEM � r7 -- Z2 �" - __ —.— RISER LOCATION -- --O TO TENANT Q NEW SOUTH ADDITION o 'I'll' l' G � " / LTJ - RISER ROOM Q, 2 7' -SPIGOT A �, - _-- A PROXIMA E o> 7 _16 ti N `� _ W L CATION? 1 _ — _— W EX_am lY To BE ABANIXHED 0.7 W NEW 1 RISSER LOCA,1W __— ,>o� —� '--- END OFWATER-`- LINE Lj T NANT SPAC i - �� a- 0 CITY OF TIGARA p -- E REMOVED , � -END OF WATER LINE I � -- 8" FIRE PER AS -BUILT � / __ — '•� \ ,.•I''� �\�\ � ( A 077 S.F \ '.;' Approved........... ............................................ I o �.� � ,ry1 ( Conditionally Approved....................................t r ; `D For unly the work downbed in: SPIGOT D C - �ti� ( PERMIT NU. 2a��1O 3G /// See Lethx to:Follow............................ 6'GVLt�THRUST ILoa( j °���''°•°� ,' L3 Attach.. :I I M DJ.IIRE WATER \' sd 1 NEW 8'DJ FIRE VA � INSTALL(2)S'4S iIEN"j%11 i .'. r - - ------ Unto: flq*ial %a WITH THRUST KOOKS 'OUTLET 1 THRUSi BLOC( °T LIC Idl / --- - 1 �J `,` �� , • % - 1 EXISTING TENANTS INSTALL FIRE HYDRANT ��pz BClflc Hwy 11565 U -- ;. ✓� • 001 00038/137/15 N �.d_. ��.,� � /189 6" G.V. & THRUST BUCK Sot 5 e J pr i,- i _ _ __-- NEW 8" D1 I r F I 1 lz __ ` = — - - - - — — — — — — — -- - - - - - - - - — — — — WATER -=--- - TVFRD MAP _-y -_ -- --� --- - -- \`\� J �. �� = ' �--6u OUTLET & THRUST BLOCK / ) -- - ..._- -_.. `y --� \ WE SUPPORT 8 ENCOURAGE a / �.� z! �, ( t T NICET CERTIFICATION ROSSGENERAL NOTES i __STANDARD SYMBOLS . OH STANDARD SYMBOLS UG SYM. TYPE MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH CITY. REV. NIJ. REVISI❑N DESCRIPTIDN DATE APPROVALS DESIGN CRITERIA ALL MATERIAL AND EQUIPMENT TO BE.NEW AND UNDERWRITERS APPROVED — 0 ALARM VAL VE L t POST INDICATOR 1. CITY' OF-jIC�P.�D OCCUPANCY: OPPINARY t;RUUP? 2 PIPING DIMENSIONS ARE CENTEF TO CENT[R EXCEPT DIMENSIONS SHOWN THUSLY ---- ----- - -- - _.---- --- - -- .. _ .. FRED � ER.- �. ICH Q -DRY PIPE VALVE _. __. _-_.--.._._-- -_ _-._ __-- _ - +ARTHUAKE SWINGE END TO END T NON-RISING STEM GATE 2. OWNER / ARCHITECT DENSITY: s EARTHQUAKE BRACING SHALL BE PROVIDED M ACCORDANCE VyIT11 NEPA FLOW SWITCH --._ _-- _ -- _ -_--- PAMPHLET NO 13 �• •FIREHYDRANi WIPUMPER - -- — ___._ - - ---- .3. —�--- REMOTE AREA: __._1500 ' �'YSTM 1 PIPE HANOFJl9 AND METHOD OF IIANOINO TO BE IN ACr:ORDANCE WITH NEPA -WATER MOTOR ODNO A _ ---, -- _-. -_- - - — 11565 SW PACIFIC HWY.FIRE � ------ --. _.--- --.._- -- -- _ — 4. --.--- INSIDE HOSE: 0 ---- _ _ I NO Ra 5. - _. OUTSIDE HOSE: 250 T I G A R D, OREGON � -ELECTRIC BELL � -- -- -- -- -- - - DE 6 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1� -DOABLE CHECK VALVE ASSEMBLY — WATER SUPPLY F 1 R E N �-, DRAIN VALVE DESIGN BASED ON: B JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IV ACCORDANCE --►--- •CHECK VALVE ----.. ---------- -------- ------ -�-- WITHNFPAPAMRiLtTN01a ^ .-. -- -- __.._ --... -___---- --- ---- GROOVED COUPLING �a NEW STATIC: .— 70 _._ TITLE SITE UTILITIES 7 OWNER TO PROVIDED CTE BY A A WE TE HEAT RI PREVENT WATER IN PIPES FROM Fl4EF?JNQ N.F.P.A.. 113 1_994 -._— _---__--`------- RESIDUAL: 54 '-� YAWETPIPESDING O SYSTEM -S •EARTHouAR(EBRADE - E1JaTuNDERGRoI»ro - -- DATE 1.23-01 SCALE 1"=30' SHEET FP1 FIRE PROTECTION CONTRACTORS FLOW: _ 1610 - - FIR S.W. 72nd. PORTLAND, OR 97224 (A 620 an2G m6mmummissammi UCTt1RALADEQUACY OF THEBU'LDINGToauPPDRTTIIESPRINKLERPB�INOre -HYDRAlA1CREFERENCEPOINT —` —'----------- -- -- — -- CONT. 00-(iB17 DRWN. U.PARTH SYSTEM THE REBPONSIDILITY OF THE OWNER/JVDIIM MIS STRUCTURAL REPRESENTATIVE --- •F�RLIC WATER LINE --_-- - ----- LOCATION: _----10845 5W 71ST. -- - - -P_ _ NOTICE: IF THE PRINT ORTYPE ONANY T(I IIT III III III III III I I I(I III III I i I(r ]It 111 r1r f11 I(f I(I I I III III III III III I(I'III I I III III III t I III III III I I III III 111 I I III III III III III III III I I d ) ,((X; i 1 � r�Q � , IMAGE IS NOT AS CLEAR AS THIS NOTICE, __._.___ 1 -__. 1 ___�_. _ �_ __ a1--.1VI ___.__-� 11'IS DUE TO THE OLIALITY OF THE "°'a ORIGINAL_ DOCUMENT o�E �SZ 9L Lt 96 L ►L S G iG L 8i BI LT i Qi Si �Ilu 9TxiRIII II Illllllll lllllllll IIII1"'1IIIIIIllllll�,l EV ADDITION---- I I I 0 0 3-.-57 0 / JOIST 0 �h�/^ �t 4` Q � -- -- � IOIST 4' H r No, It ro - ' 1 ' 1 \J �h 1• . e. } ',� rr 3� 3� 3• T _ .� w.r awe' w� o ' a Q 3y �r IN STING PIPE TRAPEZE BAR - - 6 0 - T ` I — o - 10 0 00 0h A/1 /I .o .0 .o ^1.'a ^'1.'a ='rl.'a -•1.'0 --•I.o ^I.n '-��_ m � I ` ' ti NC]TESI 7-n -1 }o Cr 1.0 I ALL MATERIAL AND EQUIPMENT TD BE R -- - — — ph Ohl - 1' �h `a � ^�. HI ^I� D NEW AND UNDERWRITERS APPROVED, 1 10-0 -0 6-0 10- Z. PIPING DIMENSIONS ARE CENTER TO CENTER. '; h 01 0 3, EARTHQUAKE BRACING SHALL RE PROVIDED I I I +,, 11 10 m m iN ACCORDANCE ViTH NF.P.A. 13. I I i ,Yh m , ITR L� la, Lo ^ITR - ITR ° L__7 4. PIPE HANGERS AND METHOD OF HANGINGTI BE IN ACCORDANCE WITH I. 10. 13. ti ` ,S PIPING SHALL BE SCH. 40, SCH. 10 DR p — IN ACCO TH .F. CE VI N P.A. 13. + - b. JOINING OF rIPE AND FITTINGS, ` ----- ----- - -- ---- -- ---- - ---- - - -- -- --- ----- - - - - --- - .__ THREADED AND WELDED SHALL BE IN v� ACCGRDANCE WITH N.F.P.A, 13. - 4-0 6-D 10_0 1lnnnnnnmmrmnnummmtmnmm�nmimmnmmnnmrmnrmnr(1nrn1rin11111mmnnnmm�mmnrnmmmrlrinmm�lllmm�nllmnnnllnlnlinn�lunuluun�lminnrinnllnnl�llmlmnnlminnlnrirntliilrinmmnnnrmunrllllimm�r(li 7. STRUCTURAL ADEQUACY OF THE BUILDING e, e, • .' TO SUPPORT THE SPRINKLER PIPING - ��� j j, j, 1S 1HE RESPONSIBILITY OF THE OWNER -7 } AND/OR HIS STRUCTURAL REPRESENTATIVE. moln MY �, — _ ,�,- — — — — — EXISTING 12414 — — — — _ � — — — _> w — _ — = — EXISTING 181118 - _ _EXISTIN 2 B. EXISTING SPRINKLER PROTECTION TO REMAIN. EXISTING 20x8 — — 9. EXISTING PIPING SHOWN AS DASHED LINE. I I C TjJOIST +° T JOIST � -- I V . � - C Detail No. 2B 10-0 h 4-0 6-0 IO- h; • Standard EO Brace Detail ' - -----_ .e` :; ; ,�; ,�� /•c awr- AN I•WK w RK bD f Drive Screw or 1 } ItIIIIIIillllllllllillltllllilllllllllllllllllllllllllllllllllilllllllllllllllllllUJIIII{111111tlllllllllllllllllllllllllll{III!'lllllllllllllllllltllllllllllllllllllltlllllllllllllllllllllllUlllllllllllllllllllllllllllllllllilllllll�lllllllllllllllllllll,illlllllllllllllllllilll Lag Bolt i — — — 46-0 10 0 —� `� 9 �� .. �� ` .� �. q lT �� � �.>;s 9� �� .. TOTAL DRY SYSTEM (N R Monger No. 5 VOLUME 305GAL. 7_4 � 15 In A �ro 0-6 -- tv iv Top Beam C-comp GARDEN CENTER 195GAL, �"-10 BB +�� I onions, trx". � N BUILDING CENTER 110GA1, i I I = TENW OD BEAMHED l /r- �— 1 I LYain►,,,"' +°gip C _ NEW TENANT - •' ;r' e r v s � r,� _ �h D 4, FIRE SPRINKLER 13'-0 FF )' I 1 •0e 1• 0 _ ^I^ RISER C q �C 1 4- 6-0 10- _ 1 IL r=ero'C: .>r main G1 I AF] HANGER 0 f---6'-D' 12 D' IP' D '-1'-- �I. -D'AFF E TA I L S — 2. 3a 2• M +o�° M - q - q - JOIST h h 16 h T _ _ — _ .— — — — EYISTING 12x14 EXISTING 18L3 — Y 1' 1 �' "� rte,. — �•- $ - - >... >� — �. ..� — ._ - - - - - -�Ii� 2} +h Z* h �+ sin G2 ( i-9 q, z7 i 1,L7 ] 1 1s v! 1 — — _, % �� r ^/' 1 iIY`�"� EXISTING 20Ki3 fU G 79 N O N - ^�l'_0• F 1'-10 BB ... y • J , M . 2 , �, 1 '" ALL EXISTING 9VR NKLER``� PROTECTION H HRGRDETAIL �� + ° 1-_ - '�© FP1 P� [3 'O AFF�� ,3 ���'-BeAF!] TO REMAIN Main G3 I J / Y I [f-0' Bag I9 (� rt M (e - A p V 1 , 1e N ao�h ?u iv KWh 1 ' ! 10-0 a I �1 Design Ive No. 6 OH II 'p --- ti ik Density 1 Area 195 !' ;i' ;:; • :; :• ;:; ;i' ' (:' 71 _ j• Flow 730.99 qpm 0 .801 psi 125 T morn Ms Includes 50 qpm Ho ollowance .. GREEN H17USES I � I I I i I 1_y y -•� --� — I LV e to ,"` Illlllilllllinlllllllllllllllll{ullnntnillnn(llnlnnnunnunnTitilii[�llt inlnnn{(1(ntllnninun{uilllmnln{uulunlnu!lalunnnnunun(Inmllluntll(TlTifin{ Innflllllnnnlnl lnull{nnnullnlltnt1111nn111nnlllntllnn{11IliIlinu111llnnlllnn L h — _�_— _- _—_—�_ � � �h 211 Ch1 '� �tii' eI t`' 1, �°' eo eh 1 0 10-0 4-0 6-0 10-0 3' 3' 3' = �v -T� O - gai9 Gall "'g"tJ_ wel .w r �' .� `',- „ - ,,ct all'.',' -4- -,3,v�'- ' - - I o o 4''� �_� [1'-0' B0� - R` �v tiY N tiA ti ?v� Nm ?uM 'v iu- No ?U ' o ::o NEIN RISER LOCATION PRINTED N ,�h (1J o h e o o C. .u A A .� .'o . TENANT BUILDING. 2+ 2+ 2} I \p +I 4 h �h -- 3 +° ` - APR L d 1001 v}� I� 21 2h e� 1, w`'(� !•;;:; D ----- — --- -- z-- — �r� to-D 4-0, 6-0 to-o ELIA FIRE, INC. r -- _ 0. h 12-0 12-0 ,�6-1 sin A4a 0' v v "[tu o>mw K KCX 4!h �--•► h h% — M "A o 'A A A oIL O o ID-0 a K —_L- -- — - —-- - �� w v w' ai%.. .� — e — 3► — EXI I�G 1214— (% ?; �( \ / man A47 I j F.. —Isr .... EXISTING — I.- — :* eIIR- —1 ' - e o to ce lcttlr �. EXISTING 20x1 /' �TM�•tut,vAlact •y,+ v v v v .v ` 1 xun U-a4Y�A(Q r ,ttA,S3 w a a c h ah h h `� c o ''$o A o 0 0 "�\` ^ ^ `t V lJ c![[rLw fa mD it f iv ' 1'-0' BB� u Sn 1 ' Ill' P I' VP = o 0 m� ��11 W1Wh tD-D 4- ;;; = TRAPEZE DETAIL i- i i o 6-a I to-o ;:; • ;;; i a . ,l, .o ic" t - m ti CITY o ! GREEN HOUSES I I I I` i I I OF TI j. 2 --..__.... + POWER-STRUT APProvad............... OARO (n �' Ch1 �,�' ' Y' �h 1'T JOIN ;;, _ ondllytheyAPpa ed... .... .............. ). ;:' � F only a wer1� 1 - 4-0 6-0 1 -0 ;i; — ;j; % i ;i' ;:' - :r i. (ir PERMIT No, �D! I Follow ............................... J......( 3ea Latbr to:Attach Q .__.__- ❑ +f-- _...>. = L �1 Job A . ): Z -- — — _ — r Ly�l µ �� a PS 2651 DeaITT Clamp By: ddreaa: ): _ _ _ J I IDate J ru o ;, o Illllllllllllillllllllfllllllllillllllllllllllllllllllli1111111111111111111ttiiiliipll iii111111111111111111illllllllll1111111IIIIIIlIllililllll1111!lI11111111II1111111111I1I!lIIIIIIn11111I)iillitill!! IiIIIIf11111111111116111111111itlllfillilllltlllltfltlilllllllllllillllltflllllntit llIIiII(inliilnl own -0' BBD q 9I � �iii� _ 'c I} h ti} 24 a Main 06 I / �• 2' 2' 2' o 0 0 .Nuts ana } 12-0 I6 } 12-0 17 611 +`qm o �p o � o ^ LIU Bou incwdatl amp :J O O lJo �,. Jrp o ,10 la a[el a m VMS X15 2' 30 2' 27 ? 2' 6 i' j, ? >�m m � m _ m ^a Imo- ^ -+� I201 -0 12-0 6-1 1 N o o [I'-0' BB� N o , • �- n :; �w^ �' M �; iw i' .:' 'w .:; �' m, �, 3>A' 3' ! ~ _ H< . Load Wt./ � r 25) 26 J, .1 u "� �ti "-'in �ti ^ �� � N '�'� x.� Pan No. Use With A Raling 100 PCs. z u PS 2651 T1 PS 200,PS 210 3'/e' 1,000 83ID PS 300,PS 400 CIO iu i•L iu I _• 7_:� .1; �i'�' I .w`� - '_'rt .j; .1; `= ;i; a ;j; P5 500,PS 520 4Fh �h #h Leh / all =�h ExiSTING 16h >Im ;>!W !9Im PS 2651 T2 PS 100,PS 150 - 5'- - 1,000 - 13 28 25 10 L I ;,> v ~_ m II° y= II° PS 200 2T3 ;' r ri• ;:; Finish: Electro-galvanized Design Area No, 2 - -OH II �,�� m m x - _ - �. Density .20 Area 1950 G o o o ^o G o e ::• Flow 773.02 gpm ® 56.756 psi Includes 250 gp Nose allowance r�B Ii I �r y' Ln CD [1'-0' BB� J ttf i l ? �_ — - - s • `t a d. nt fu i is 1N}a1 1' 3'AFF ITR --- I IcI 11 m - N Ill O 0, N O ' ..+ Rl,�., (1! (1 O� tT . -) q q q q n iv w iv P •- n x rY ^iFh2+` ^�h,L.` c ^�h }/1` ^ h +` ;j� ^'ri: c�. -re _� .�.. iti N ; a ;�; N ��;t'l v N- cv ;j; N•� ,j� iU .j, �N Q' ;j, 1 / --- — DRY SYSTEM RISER (� _ \2� �a2 l 3 Q�2 9 3 9 � N - J� �.i �k• `v n, - C5U1H EKPANSION S E T1>.►T I O N R, _ +� 4AF z 2 SOUTH ADDITION F "� -" `--�`-" Ill Ill 1I11(1iI1 NEW TENANT P\J _ I KEY PLAN RISER DETAIL S' RISER NTS. Pacific Hwv 1'565 GENERAI NOTES T _ — ^� BUP2001-00036of 51 3'1158/189 _ STAiJDARO SYMBOLS OH S �fJDARD SYMBOLS UG SYM. , TYPE MFG./MODEL TEMP, SIZE FINISH CANOPY FINISH QTY. I;L\/. Np, REVISI❑N DESCRIPII❑N DATE APPROVALS DESIGN CRITER,A I ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERW XRS APPFJVED Q ALARM VALVE - POST INDICATOR -- 0 SSU RELIABLE MOD, G SOUTH EXPANSIO 212 1/2 BRASS - - 102 2 (1-6) DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS sN,WM THUSLY f — 1 SOUTH ADDITION DRY SYSTEM 2-21-01 1 CITY OF TIGARD OCCUPANCY: ORDINARY GR, 2 FRED MEYER (1-B)WHICH ARE END 10 ENO O DRY PIPE VALVE T - NON-RISTNG STEM OAIE � SSP RELIABLE MCD, F1 155 1/2 -CHROME RECESSED CHROME _ --- ti — 2 GREEN HOUSES 4-23-01 2. OWNER / ARCHITECT DENSITY: _ .20 � EARTHQUAKE BRACING SHALL � PROVIDED IN ACCORDANCE WI1H NFPn n - FLOW SWITCH �,; SSP RELIABLE F1 EXISTING PENDENT 155 1/2 CHROME RECESSED CHROME 3, ANDERSEN CONST. REMOTE AREA: 1950 PAMPHLET NO 13 1! {}' - EIRE HY1NtANI' W/PUMPER — 4. — INSIDE HOSE: 0 1156 5 S W PACIFIC H WY. - NATER MOTOR OONC 4 PIPE HANGERS AND METHOD OF HANGING TO 8E n+ ACCORDANCE PATH NEPA - FlRE DEPT. CONNECTION _-- TIGARD, OREGON PAMPHLET NO 1L -- ---- D E 5 PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 ' ELECTRIC BELL ��-� _ DOUBLE CHECK VALVE ASSEMBLY - Z 5. — OUTSIUE HOSE: 250 ♦ - VALVEDRAIN _ WATER SUPPLY FIRE , INC, R JOINING OF PIPE AND FlTTINOS• THREADED AND WELDED SHALL BE IN ACCORDANCE - CHECV. VALVE DESIGN BASED ON: _ N1Ai MFPA PAMPHLET NO 13 7 OWNER TO PRONGED ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING ` GROOVED COUPLING _ NEW UNOERCROUND - -- — -- - _ STATIC: 70 TITLE FIRE SPRINKLER PLAN SECTOR A ,_ N.F.P.A, X13 1994 _ � ) _ RESIDUAL: _ 54 DATE 2-26--01 SCALE 1/8" = 1'-0" SHEET FP2 OF 13 FIRE PROTECTION CONTRACTORS M AREAS PRoIEC r A T SPRINKLER SYSTEM <-�- - EARTHQUAKE BRACE - EXIST uNDEROROUI4D - FLOW: 1 610 -"- 147Y5 S.W. 72nd. PORTLAND, DR 9722• S03 120-402G a STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPOPT 111E SPRINKLER PIPING IS ^1 _ HrDRAuuc REFfA POMt CONT. 00-0617 pRWN, U. PARTH SYSTEM WET & DR ! ) THE RESPONSES IUTr OF THE ONNEP AND/lHt HIS STRUCTURAL REPRESENTATIVE Iti' --- - PUBLIC wnfiR UNE ' - — LOCATION: 10845 SW 71 ST, - - WG1FREDDIESTIC1AO.311FP2.dwg,041230001 1042'16 AM,U P NOTICE: IF THE PRINT OR 1-YPEONANY IIIiFIII III IhI��III III 111 1 1 111 III IIt I�r�IIIfIII TiT lil 111 111111 1 1 111 1111111 111211111 III III I I III III III I I III III III IIIA III IJI I VIII III II1�I I III III VIII / ar�1 �(0(� IMAGE IS NOT AS CLEAR AS THIS NOTICE, LI_±1-_I 1_IJ_I I I I_._I- IIS I • i I I I I _I_ I_ ._' I I _I I ♦ I I V 11 IS DUE TO THE QUALITY OF THE _ _ No.30 ORIGINAL COCIJMENT II — IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII11111111111 IIIIIIIII IIIIIIIII IIIUIIII 111111111 IIIIIIIII IIIIIIIII IIIIIIIII 111111111.111111111111111111111111111111111111 IIIIIIIII Il11u111 I111L1!!!IIIIIIIII 1111 IWWlllll�,a� Q g °�uilli1�11 1 � �-T �� T-T-•�-T � T� .y, ys _7 I _ _ < Hanger No. 3 Hanger No. 8 144 (� Sammy Super Screws "SWG" U--Hook or Wood Joist or Boom 7-7 CU 1 #w or or DrI Scr� � � r� aw�aw to--- YtnYnum Oblanee 1 ® ® ® ® ® d NaleeAiL ryu7EAD ar Non. e lY a BM Got.tJr M Mpe Bottom o<Jaw U- txatpt a tiYp Neerat IoM Q01 p to Center floe of Raunaed to : MM and Yotw an _i If 1 • Plan. %k. Wty (] S.IM Nrny I� a wait of a"los Dk-etV'foPlpe _A_ �,' I ' Nala on Plr-n: Hunger Number and 'A" Cimen Ginn Nota on Plan: Hanger Number and 'A' Dimension I! r �,.t N I it ba 41 3�. I_ - Oil 41 _ 1 Detail No. 28 FTT !- Standard EQ Brace Detail - - - I - — -- �- I I O T" SCH. 40 PIPE EXI TIN 2 ,`_ . _ -- • • S . � • � -0 � . • 01 � PIPE CLAMP -- I II y All IL,I C S IE C 0 A , �. I Is. I -I LL, -or L' EO EARS ITU1 .43 Vp-- - -- AEj I � SEE 3 i 1 5 E S u_% HANGER 1 , R XISI EITR F THII I I I II f - T G 0x2 9 -T r 0- L _j . - - - _ '� `_ t ' 1,� _t 1,� - 1,k' a t ' - , ' 1DETAILS r' _ _ 14 - ;i; 441 A M UAL o ;�, I 1 Izj -- N 10 4 4 I 9-4 - -6 1 4-6 - 6 L 4- 10-0 ria c0 111 46 :i I (i` ii` ii` iv i'.• -N I I or ------ I D : 12 0 I C `F ® t -o -a -� a- ti I = I I 1I • I ® ''. .. .. O,p ,. .I ° ZI(Xl�✓'I,T, � 1�- b-- 6� x E HT1 G 0x1 '� I EF_ly • n 6' LLJ 41 - _ (i` I w I i; ;P � A • ?•; it XIS ! M 1 _ 1 �U. II rn '"' ;i, �i; -.�- t k3 0'i � '� I ;. r'o.' ---A •1 I _ Il l0 c`' _ - x 0 4x1 16X I i LYain a 13 v 3 `` a I_ 'n A oUse - _ rF 71, IOB XISi 14 '" ;ir 3' to ths7 U -T.• 15' 0 A �.eq[u E ISE R -''�!. �. BD - _ - 1'I ' :IAFF]H`�H , ` 6 6 _ "� N ❑ TES I ss�a �� 4 4, 4' NOR T ADDI IDR `° t , - - 1\� �� 6- �� �� Itlettl� a' 3'-Dr ' teera�B ��7'6�� DRYr.-.,,. ?U L ALL MATERIAL AND EQUIPMENT TO 3E SYSTEM6RISER I -5 1' 1�' �, 1�. 1 ' 1 ' z' " 1!� 1 ' W" 1ti'° NEW AND UNDERWRITERS APPROVED. --� .3-- 6"T3 — "'_ 1z-o - 1� o – 12-0 - ��"" M 1"' b" "�a' ice" ..�}"_ .. ._ 0-6 """'SB 2. PIPING DIMENSIONS ARE CENTER TO CENTER. `— 3. EARTHQUAKE BRACING SHALL BE PROVIDED x STING Bu IN ACCORDANCE WITH N,F,P,A, 13, 4, PIPE HANGERS AND METHOD OF HHNGING TO BE iN ACCORDANCE WITH N,F,P,A, 13. 5, PIPING SHALL BE SCH, 40, SCH, 10 OR _L- ! o-8 IN ACCORDANCE 'WITH N.F,P,A, 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH N F.P,A, 13. 7. STRUCTURAL ADEQUACY OF THE BUILDING 10 BASEMENT PLAN 12 4 , �j '� ! '� g 1� 9 Q ^ • a) TO SUPPORT THE SPRINKLER PIPING 1 IS THE RESPONSIBILITY OF THE OWNER NO WORK AND/OR HIS STRUCTURAL REPRESENTATIVE, 8, EXISTING SPRINKLER PROTECTION TO REMAIN, NEV MEZZANINE PIPING o-3 9, EXISTING PIPING SHOWN AS DASHED LINE: I � � � —= CITY OF TIGARD -- PRINTED Approved..................... ........_......................( ): >Qpmvf.d _.. ...........• ( ): For only in*VIC w T� T U!x PERMIT N0. '1.(�LI� _ I See LGIWI to:follow......... . .......... ( ): MAY Z 5 Z001 FROM OQSIINAtteC a....... ,`�)y1Q.i�)Oyl_�_ p �a,-, a fr ''9 AFF � `\ 'NANIFIAD ,JIDbAUdrgB3. l 31f 1313 l ` By: _ Daft: J DELTA FIRE, INC. _ T r l/� 44. L�J - NEW P NT --- ..--- __ SPRINKLER h-� v HEAD A ! NEW NORTH ADDITION RISER LOCATED ED IN EXISTING RISER ROOM -- - - KEY PLAN L:_O I { h---g1-8,- Pacific Hwy.11565 BUP200 f 00 0 3 651 3 711 5 811 89 GENERAL NOTCS SIAIJDARD SYMBOLS OH STANDARD SYNBOLS UG SYM, TYPE t MFG./MODEL TEMP. SIZE FINISH CANOPY FINISH QTY, REV, NO. REVISION DFSCRIP11LIN DAZE APPROVALS DESIGN CRITERIA ALL MATERIAL AND EQUIPMENT TO 9E NEW AND UNDERNRtl7tFS APPROVFb^-- Q�. AlJ1RM VALVE - ---- _ _ pD;T INIXCtTDR O SSU RELIABLE MOD: G 212 1/2 BRASS - - , 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY ---- -- _ ---- 1 WASHINGTON MUTUAL T•Ir rJ-CQ-01 1, CITY OF TIGAR<7 OCCUPANCY: ORDINARY GR. Z �� EYER (1-5) MHICN ARE END TO END O - ORY PfPE VA?K T _ NCw-RISRIG STEM GATE 0 SSP RELIABLE MOD, Fl 155 1/2 CHROME RECESSED CHROMF2, _OWNER / ARCHITECT`- DENSITY: ,20 FRED ^ a; SSP RELIABLE F1 EXISTING PENDENT 155 1/2 CHROME RECESS"D CHROME 1500 3 EARTHQUAKE BRACING °.HALL BE PROVIDED M ACCORDANCE WITH 1'1rFA G - FLOW SNITCH _V - FIRE HYT>trANT w/PUMPIER - -- - --- s----- 3. _ANDERSEN CONST, REMOTE AREA: 1156 5 S W PACIFIC H WY, ' PAMPHLET NOfT SSP RELIABLE MOD. G3 IN COOLERS 165 1 CHROME G3 CHROME 2 - WATER MOTOR cIJHc ---- 4. _- — INSIDE HOSE: ___ 0 DE PIPE HANGERS AN'J METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA - -FIRE DEFT CONNECTION — PAMPHLET N013 y a SSP RELIABLE MOD. G3 IN FREEZERS 212 1 CHROME G3 CHROME 2 � -�, 5. OUTSIDE HOSE: _. 250 TI G A R D, OREGON 4'` - ELECTRIC BELL f N i - DOUBLE CHECK VALVE ASSEMBLY -SSU EXISTING UPRIGHT SPRI14KLERS 212 1/2 BRASS - - 5 PIPING SHALL BE IN ACCORDANCE iM,H NEPA PAMPHLET NO 13 _ - -. _- - -- w -T` FIRE ,, INC . i-, - DRAIN yALVC - C'HEC'K VALVE ® SSP ELIABLE MOD, G WITH HEAD GUAR 1651/2 BRASS - 6 WATER SUPPLY B JOINING OF HPE AND FIT11N05, THREADED AND WELDED SHALL BE IfJ ACCORDANCE - �- DESIGN BASED ON: _ __WITH NFPA PAMPHLET NO 1S - dr00vEp COUPLMC SSP RELIABLE MOD, F-1 IN BANK 155 1/2 CHROME RECESSED CHROME 15 STATIC: 70 - NEW UNDI:RDROM TITLE FIRE SPRINKLER PLAN (SECTOR E) 7 OWNER TO PROVIDED ADEQUATE HEAT TO PREVENT WATER !N PIPES FRtM! FREE.LING --- ---- N,F,P.A. 13 1994 r M AREAS PROTEC(ED BY A WET PIPE SPRINKLER SYSTEM �--� - EARTHOUAKE BRACE -EMST UN! - -- --' ---- -- _..-_._ _.._._ '— - RESIDUAL: __ _.____ J4 _ DATE 2-26-01 SCALE 1 8" = 1'-0" SHEET FP6_OF 13 tEkORE1l114D __ __ / FIRE PROTECTION CONTRACTORS 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING 15 - HYDRAULIC REFERENCE POdNT - _ .._-___ - _- ___ - _-. _- �--___-_ ___ __ ___ __.�_. FLOW: _._, I S1� CENT, D0-0617 DRWN. U. PARTH SYSTEM WET & DR 14795 S.W. 72nd. PORTLAND. OR 67224 (503) 620-4020 THE RESPONSIBILITY Or THE OMAIER AND/OR HIS STRUCTURAL REPRESENTATIVE O - Pl1Bl_IC MATER LINE -----� _��_ LocarioN: 10845 SW_ 715T, f Ill—l-,�NEDOIESTIG110-31'.rPCI dwo 05/24/2001 11:39.28AM.U P NOTICE: IF THE PRINT OR TYPE ON ANY Tr III III III III I I! III I�I, III III I I I ffW1AGE IS NOT AS CLEAR AS THIS NOTICE, ( I I I I I f I I I IIIT 11II IIII IIII IILL III II l f I I I I I II!I I II I I I�I I I I 'I I I II I I I I IIII III IV I I I III 111 ! V I I I IIII III ! ! III III V I I I JI 0p41 �III ITIS DUE TO THE QUALITY OF THE Ne.30 ORICaINALD(ICUMFNI �g 9G LC 9L t6 Eft i6 6 t 8i LT i �i �t ST tSt li 8 L 8 St hJ-1111-n ir uBl � III