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Plans (39) FPS2018 -00179 ( 1/3 ) WEI V ED DEC 12 2018 CITY OF TIGARD BUILDING DIVISION • +:.: ��' , ' I : it �_. a -. -'� 1 • 'r,l.�.� - _ _ , ���. f. _ ' h _ .•' t. tJ i_ 7 �..�+ r fr �... •.�•� �. ' - �'� r . a:.;rY •. •• - sal' )) . ' \. .� I_- FTI Tt � ., .' . . • • • '• :_, '' TZ 4` • • t . • I 1 •� 1' • , . is ed y� I :f ...:a,c.;l►�::{, I, 0 • t1 . . . . ::► , DUC� ,1, {}• B QJ� • . �1L•P Y,• •+ r Iter � low low r r r r r y ®E ,� LORGN3 zC1+E GbP 06 Cl©�� o c�dOIdavg ,. 0logo cs 818; 9 I WAI!^L�kYLNT ON a`m' o j I ••' • • ' •• ' .:�- r SHEET T .`2 McKINSTRY ESSENTION, LLC �•' f.Y � ® � '8� � I ( �� •'• • '�t.�r' '• �1A, V" .r• - �, I •• .• SEATTLE: _ 5005 3RD AVENUE S •• SEATTLE, WA 98124 c r •. 1-800-669-6223 .l `'� .',: •.t ;w � f • • • PORTLAND 16790 N.E. MASON ST., SUITE 100 a� I 1 �--•t� __ PORTLAND; OR 97230 r ,. � 1 I »� •- _�_ 503-331-0234 J www mckinstry.com 5 - �• • • • w �� �'• • �i '•11►• r BBQ "-'.W i • • 1 # ti . �. �'• R11 - - PROJECT: 'T �� •' • ' I A • MAIN Y34'WI ^ y Tigard High School +, :.r] .�• T"S CT ,J.T , _ , �• i , 41 V1 l( . .. 1- �r I -- ----�'- -v_ g,•E' L. , ; , ; , �, n U ,>•� 2.±Oq► : :� Tgard OSW DegoM RD. �T W w ' 1918 m� } Lr•PEF 9t;1' FSE . Nw LJ t7 tJ .0♦».• � �� _ I � - -"•"----- ---` ' . ' ' 98181 �: .•�• •. r� I _{ �_ ___ i1 Lr 1�B i �_• r ' • • .are s 6 ,� _ ` I •••'• ' • _ , . 1 dl -- ---�-- ,� 1939 ® 1; 1 "'' \ • •• ' ••• ' _ ___�_-__ - � 1�I�S �) �� • T 5 . • 1A C•7 1919 T : 1 • • • tl, • JF + • •••••• �- i.i _....-._.-..... -:.:.... I'• ' s SCI • ' I ♦ 1 1 � 1 1 1. 1 / 1 1 . 1 1 /1 ' 1 . 1 - 1 I�iiiii ••.at• / - ' "~••�-.- A ' � "-�---.. . J ' . • ' .,r ' . e ♦ ''• I •.Til;•. /' .•r•'.'"""Y• .,^-r`-..,�•__ ._.. -_. •- • �yI t" 4:> • , Al •�• .. 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C7 {.? ,... .-. ..._. _.. ., ,•i•.Y,!': ✓• a • .• f !h'� r •Br. 121111 .r r r �• s ••,. r .rI• r. r ••. •MI •as r �• r r r r r .,.+._... _ 1 t (� • • f' a Q.3 - .. . .• -•-]C:•�«'.w.-.• - iL`•�-• _!�\ • • , � /i'Y•:•'i•/ r • • .r* •t • ' , '. /p I i • • • rte, �• W'•'•+e'°- r--'."'♦' - � �•A •' • • • • • r • • • • • # �` r _ ` • , • H• _ V . .. _- '^^:... ^.'r� , . . . . . , • . . . t' 1�' . . . ::•,: ' 1. . • , • . • N (' _ '!'• . •� • • • • • • • • • • • • • ' • • • • - 0 - 6" DIA• i v W 1 .�} 260• - 8" • � .. • � 1 I B B B 1 1 "t ♦ -*���-••. it 1 1 1 • 1 1 1 ' 1 y x • �. Al 141 � + • . �.;,'o _ ,<< 1 ,1 .:110 1 �� %� �, 140 Y � f . LL 1 (�O) '. .. Y SLE 1i2f1t7 AVE 301JT►1 F T •LL F[:- ` 1 •6 /� �1T► � cN 1 TIGARD HIGH SCHOOL RENOVA I N I­_ m '. SHEET C4.12 ( _ O1 I ''• J ` . - Is..� ._ ' -,. \ \ , CONSULTANTS. X ` __ - -- LCG PENCE CONSTRUCTION W PORTLAND, OREGON GENERAL NOTES PROJECT DISCRIPTION AND DRAWING LEGEND 1 _ tF1 1_L T F \ ' 1 - E "Ll FIEL 1 . This building is provided with new wet and dry pipe fire sprinkler system designed, installed TIGARD HIGH S C H 00 L 1 and tested per NFPA 13 (2013) requirements and per the Local Authority Having Jurisdiction (AHJ) REGISTRATION SITE PLAN - WATER ENTRY / FIRE LINES 2. This contract is to begin 5'-0 out from building as shown provided by others. NEW ADDITIONS FOR OREGON DPD USE NO SCALE -- SURGE RESTRAINER � - PROFFS PIAN SHOWN DI.AGRANATICFORDEVICES AND 8YDR4ULICREF POINTS ONLY 3. It will be the Utility Contractor's responsibility to ensure all required testing on underground FP-1 SITE, LOCATION, AND HANGER DIAGRAMS �� �0I Nei s� TO RESTRICT UPWARD MOVEMENT OF PIPE WITHIN THE HANGER AS IT OCCURS DURING SPRINKLER HEAD Irl is conducted and the 'Contractor's Material and Test Certificate is copied to McKinst Co. ACTIVATION OR EARTHQUAKE TYPE ACTIVITY. piping P ry FP-2 BUILDING SECTIONS & SUPPLY RISERS before any connection of fire protection equipment will take place. FP-3 N1 MAIN LEVEL TOLCO Fi9.25 �'" '�' �- G -• / Seismic Bracing Table of Application 4. All materials devices and hangers used on this project shall be UL Listed and/or FM Approved FP-4 N2 MAIN LEVEL GT, SB-1 6" Lateral to Concrete SB-8 21/2" Long to Concrete for use in fire protection systems. �-- z° Q SB_2 6" Longitudinal to Concrete SB 9 4" Lateral to Steel i FP-5 N1 UPPER LEVEL N '�9'�P��� SB-3 4" Lat to Concrete SB 10 4" Longitudinal to Steel 5. See attached 'Equipment Data Submittal' for all applicable materials and equipment used in FP-6 N2 UPPER LEVEL SB-4 4 Lon to Concrete SB-11 3 Lat to Steel ® - 11 " � � ';.. this project. FP-7 S2 LOWER LEVEL EXPIRES 12-31 9 SB-5 3 Lat to Concrete SB-12 3 Long to Steel l SB-6 3" Long to Concrete SB-13 21/2" Lat to Steel FP-8 S1 & E UPPER LEVEL NORTH SB-7 21/2" Lat to Concrete SB-14 21/2" Long to Steel 6. All piping 2' and smaller with threaded ends to be Schedule 40 pipe and shall use threaded Issues: ZL class 125 malleable iron fittings. FP-9 S2 & E UPPER LEVEL SOUTH NO DATE DESCRIPTION FP-10 S1 LOWER LEVEL E AREA PROVIDE EITHER A 10-22-18 FOR REVIEW AND APPROVAL 7. All piping 1 '/2" and larger with roll-grooved ends to be Schedule 10 pipe and shall use Firelock - NOTE:ATTACH BOLT TO - - NOTE:ATTACH BOLT TO grooved fittings and welded outlets. FLEXIBLE SPRINKLER 11-16-18 FPE REVIEW FLANGEORVERTICALWE9 FLANGE OR VERTICAL WEB (END OFBRANCHLINE RESTRAINT-2otoNFPA-13,93.53) -- HEAD OR 2-INCH PERSEOR REOUIREMEWS PER SEOR REQUIREMENTS CONCRETE SLAO OVER x-Plan Symbol TOLCO Fill OVERSIZE RINGS CONCRETES LANDYER METAL DECK(MRL 22G METALDECK(MN.22 .) MEETAL DECK(MN 22RETE SLAR EGA) 8. Unless noted otherwise on Ian all pipe cut dimensions are with take-out accounted for. a oNGRETESUB METALDTES1.0 OVER.) METALLDTESLAROVER 7 plan, P P OR. INTERP 10-01 -- (ROTATED BO=FOR CLARITY) (ROTATED IV FOR O LARITY) � - � I el I TOLCO.909 9. Any and allpainting p In preparation o piping o be y others. n Ior paintft b TOLCOB909 -%•aBOLT f5'•BOLT, CONCRETE SLAB OR VICINITY MAP TOLCO"09 --° SEE CgLC FOR BOLT DIA SWIVEL • MIT RMABHER ��L ° NUT 6 HASHER ATTACHMENT RIGID INSULATION OVER SWIVEL KWIK BOLT TZ ATTACHMENT ASTMA789 ASTM A199 STEEL BEAR STEELSEAM METAL DECK(MIN.22 GhJ SWIVEL ENT Q� MINEMBEDS' 'L!\K 4ill �. 'IAx71% - - _ s` ICC ES ESR 1917 m �,� 10. Freeze protection is the responsibility of the owner in areas where an anti-freeze or dry STEEL BEAM TOLCO M28 /I ' STEEL BEAM ' TOLCOE92B ��SAMMY EKPRESS System have not been Installed. SWIVEL S%P20 TOLCOWDII - TOLCO 8909 MAN - SWIVEL SWIVEL • SW SETTLER ST ATTACHMENT ATTACHMENT TOLCO FIG.100ALL TOLCO.1001 FAST CLAMP MAN MAN MAIN \i-SCH4•PIPE Almll \1•SCH 4o PIPE THREAD ROD 11 Pipe hangers to be installed in accordance with NFPA 13 (2013) and per local AHJ. 4 TOLCO FIG.= \TOLCO.1001 FART CLAMP O PAIN ADJUSTABLE RING�• , ---- - - - _ HANGER(TVP.) /'p?q RSURGE OOSTI TIGHT TTOPIPEOR 12. Sprinklers to be installed with deflectors located up to 12" below bottom of structural deck or �, m TOLCO BUPIPE CLAMP \TOLCOBI001 FAST CLAMP t\J7�7� RODS TIOHTTO PIPE(TMP.) O i TOLCO 04APIPE CLAMP BRANCHLINE ceiling unless noted otherwise on Ian. _ TYPICAL IF NEEDED IFNEEDED TYPICAL TYPICAL g P LATERAL SWAY BRACE LATERAL SWAY BRACE LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE LONGITUDINAL SWAY BRACE 3 p l�F z PROJECT SITE TO CONCRETE DECK TO STEEL BEAM TO STEEL BEAM TO STEEL BEAM TOSTEELBEAM 13. Maximum storage height permitted in storage rooms or other areas is 12' for miscellaneous N BRANCHLINE RESTRAINT and 5' for plastics. SW DURHAM RD +PO METAL DECK TO METAL DECK �STEELSFAM 14. The owner shall maintain a clear 18" between the ceiling and the top of any storage or other i-- y DESIGNED: MAINTAIN A MINIMUM OF 30'SPACING PER NFPA 9-9.6 a a obstructions ? DRAWN: KDT_ CONCRETE SLAB 70100#980 //Trico IAA TOLCO LOCKING THREAD FIG.66R CONNECTION FIG.@OR LOCKING THREAD -- ,n I CHECKED: SL _ `- RETAINING '\ RETAINING CONNECTION 15- Any and all access panels for valve and device accessibility is to be by others. ---� \\ -�ryII}���j''��T�� TOLCOB909 SEECALC FOR BOLT DIA STRAP �A NO LOCK VIE' STRAP A > _ .-- C BDDBB SWIVEL KWIKBOLTTZ ° o %V ", CCNCRETESL IN.22G RIGID DECKI INSULATION OVER ---- ---- ATTACHMENT MINEMBEDS' J° NUT REO'D NAA � NO LOCK VIEIMA.p METAL.DECK(AIN.22 W) KETAL OECK(MIN.220AJ CC ES ESRI8IT i �A NOTRED•D 16- McKinstry Cc, shall not be held responsible should the noted flow test values not be supplied 8 CMU Wall 1 SCh.40 Pip - � STEELBEAM TOLCO FIG.85 TOLCO FIG.65 �` D BEAM CLAMP Toll FIG.TO 9A•%BOLTTZTI SAM ELATTAESS at the point of connection now or in the future due to the possibility of deteriorating water W SHEET TITLE: _ BEAM CLAMP TOLCO FIG.100 KWIK BOLT TZ swIVELATTACHMENr 4 TOLCO FIG.100 ALL THREAD ROD RODCOUPLING MIN EMBEDY 6x0.20 supplies. w ASTM307 ICC ES ESR 1917 MAIN Toll#980 ALL THREAD ROD ep ASTM 307 ---TOLCO FIG.200 ` N Hllti%z'%3W Swivel Attachment SPRINKLERMAIN OR ADJUSTABLE RING -- TOLCO FIG.100 - TOLCO FIG.IM (� ¢ = TOLCO FIG.2D0 BRANCHLINE PIP LNG ® HANGER ALL THREAD ROD ALL THREAD ROD 17. All capped ends of mains to be considered and used as flushingconnections. s ` TOLCOMAPIPECMMP Ill Bolt TZ ADJUSTABLE RING A$TM W7 ASTM 30] PP �- OIC LOWER LEVEL AREA E SYMBOL'. ' HANGER y SIT �D P To Cc FIG.200 TOLCO FIG 200 SYMBOL: �d SPRINKLER MAIN �- 18. If field conditions result in a change to the shop drawing installation in any way, contact the SPRINKLER PLAN 58-0 p•f BRANCHLIKE PIPING SYMBOL[ !� ADJUSTABLE RING �' ADJUSTABLE RING � SPRINKLER MAIN OR HANGER SPRINKLER MAIN OR HARDER project engineer to verify proposed changes are compliant with NFPA 13 (2013) requirements LONGITUDINAL SWAY BRACE p BRANCHLNE PIPING ® BRANCHLINE PIPING TO CONCRETE DECK •'Roo sz6s: ••Roo S¢6S: (DO)=LENGTH 1'-4"PIPE•9R'ROD ,•-{•PE Ill and per hydraulic design. VICINITY MAP e'PIPE=tIY ROO M PIPE=1f1'ROD SHEET NUMBER. RISER SWAY BRACE HANGER #65 HANGER #65 HANGER-TZ HANGER-SXP20 19. All electrical work - line or low voltage to be by others. TO CONCRETE WALL "ss. TO STEEL BEAM "TB TO STEEL BEAM FP1 OF 10 HANGER AND SEISMIC BRACING DIAGRAMS NO SCALE PLEASE PROVIDE COMPLETED NFPA 13 MATERIAL AND TEST CERTIFICATE AT FINAL INSPECTION OFFICE COPY CM OF TIGARD VALIDITY OF PERIll I g� FOR CODECOMPLIAl THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION Approved: [ DOCUMENTS AND OTHER OTCs DATA SHALL NOT PREVENT Permit#S Ci.1.J ,� 19- On I q THE CODE OFFICIAL FROM �. l REQUIRING THE CORRECTION Address: 9n nr l J n r,.(,,,y., /Qct OF ERRORS.OSSC 105A Suite#: Yi .�.L- Data By: i O WKINSTRY MENTION, LLC SEATTLE: 5005 3RD AVENUE S SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 N.E. MASON ST., SUITE 100 PORTLAND, OR 97230 503-331-0234 www.mckinstry.com PROJECT'. Tigard High School 9000 SIN DURAM RD. Tigard, Oregon N2 N1 SQ ; SP) SO) Sli (SM) ( SL` SJ ) SH SG SF SE (SD) (SC) SB S H) CF CE) CD CC 1CB1 , CA) si E1 f S2 - - - f , l I I I I I 1 . 1 1 1 ! ! 1 1 1 , I : I I I I ! III ! 111 !11 111 1 l l III it ill III ! ; - I • I I ! I l ! 200C I L: II ! III I1 1 �1 , ! III ! , ! illl . ill I ! II II ( SSROO I I Ili ! ! I I i t 1111111 II I I I ----- - I — - - I -- --- n" - ! IIIiIII II Erill _ 1� -z . L120 - R LEVEL LASSROO __ t _ -- f'�_ _- .--;-1j .':". _, I 1 CO'RR -- EC PL TFORIN ----- --- - ------- - — -- - ,-- - EL EG I � . L�I I_1 I _ =�= -I 1208-0 ___ __- „ a — UPPER AUX =, - T !I o OMMONS' AS 201' 0" . - -- CORR J - -- �_ W105 y . _ -_ A11 - -� --- _ R FFICE CD t I s I , � n -T - — — -- —III �— — — — — — — —I — — N �g OD —_ -_— — — 00 106 _ a I1 - LOW LVE-- -St1Q0A — y--- ! . OOOA — — — — — — — - -. _ 1 1IEl � El � F_i � EA � Ed � �_� � �_� � �_� � �_� � � � � �_� � El � �_1 � �_1 � El � Ed � 1 1 � � -III-III-III—III-III—) =1 � I —I '•=1 I I=1 I I=1 I I1 I I=1 I I1 I I=1 I I1 I I1 I I=1 I I=1 I I=1 I I=1 i 11 I I=1 I I=1 I I=1 i t=i I I=1 l i-=1 11=1 I i=1 1 11 1 11 11=1 11=1 1 11 11=1 11=1 11=1 11=1 1 11 1 11 1 11 i --I i 1=1 i I i =1 11=1 11=1 1 11 1 11 I II 11=1 1 11 1 11 1 11 I i1 I I-=1 11=1 1 11 1 11 1 11 1 11 11=1 1 11 1 11 11=1 11=1 11=1 1 11 1 11 1 11 11=1 11=1 11=1 1 11 I NORTH BUILDING SECTION i 4 U i is NON-COMBUSTIBLE BUILDING THROUGH-OUT U.N.O. UNOBSTRUCTED CONSTRUCTION U.N.O CONSULTANTS: TO UPPER S1 & 2 SYSTEMS LCG PENCE CONSTRUCTION TO FDC �TO LOWER S1 & 2 SYSTEMS PORTLAND, OREGON + 137 114 - TO UPPER LEVEL S1 8L 2 i TO LOWER LEVEL S1 & FROM SUPPLY � � � FLEX COUPLING TYP. FLEX COUPLING TYP. FUTURE RISER SUPPLY FUTURE RISER SUPPLY TO FDC _ s 64 REGISTRATION: FOR OREGON DPD USE FROM SUPPLY 271 r-u.nvwcrR40 PR �FF �` �) 2551 SYSTEM TEST AND DRAIN -- SYSTEM SYSTEM TEST AND DRAIN �� N SS eco c EES �O ' - � w —1- l2-trpo.l FLOW SWITCH t_ 84537": r IWMA(4--ir qpy - - - FLOW SWITCH W.kWt02'Hp. 1X'W N'-t7 Pipe) -- — 1'Nt(3•i Ltna Wpq . W.� 4t" - SYSTEM CHECK VALVE - SYSTEM CHECK VALVE (4--ITt. ) Rp. t4' it pipq w.aw raq. rp" - SYSTEM BUTTERFLY VALVE SYSTEM BUTTERFLY VALVE �� �c/I,, X3'i L...pip. ,�ii/;! �r,, -1 3 138 �rT�..w ; r Floor Fpy*Tivi 6" RISER MANIFOLD - p - ,1 1 .a«,mcm..wc+l>h•,as•K,.w ear 6 RISER MANIFOLD N°banply.fl p ,N.rb.,.roTMYrPwL"A ?3 / SYSTEMS MAIN DRAIN -- - HANGER#101 _ _ SYSTEMS MAIN DRAIN- --- -' sS ISSUES: PIPE STAND �8 NO DATE DESCRIPTIONI RISER FLOOR SUPPORT- — RISER FLOOR SUPPORT -- ----- - -- 10-22-18 FOR REVIEW AND APPROVAL SOUTH RISER DETAIL -1-1-16--18 FPEREVIEW NORTH RISER DETAIL -- - - - 1 DESIGNED: KDT DRAWN: KDT CHECKED: SL JOB N0: 00000 SHEET TITLE: BUILDING SECTION AND RISER DIAGRAMS SHEETNUMBER: i FP2 OF 10 ,�,� ..., + w bA � � w � -`� �� 38 3a � ,,f ' i t •A \ o � � L:4 0 l:`J C,:E� L/ Y F OPEN TO ry A Qf� roET.. . ;^ \ N8 STRUCTURE CUSTODIAL yQ! \ 3q t p\ 6 Ej \ \ �9o;lo p N110OHI �lL00000P 11� ° �G 09 i�OM�I d(��llG71DO o 1 ti' •ap• � ` r \ \ Bps'4 •+3'9 Sul) ' a' ` Ac l• o McKINSTRY ESSENTION, LLC 4 4' 80D� b r'?f �♦ ♦�� ♦ $• y„�' . 111 \ +°� \ \~\ � > 1 SEATTLE RISER MANIFOLD gr g �� p , o s * ar / aro SEE DIAGRAMS FP-2 N 6 a 9 � Yp CM t,;ro 4 dn4xo'4 BOY GIRLS . G B 1 +� ', a , \ \\ + . / _ •� � �-N112 •PEN O � >S I � N9 50053RD AVENUES Ante-31 \ 1 V > SEATTLE,1-800-669-6223 A SOUTH RISER SEE FP-2u�, j a RE �` \ \ �, McKindry EXTENT OF WORK SEE FPI 0' A A 26 PORTLAND: +� 7 t. �� A °A, ♦ + Pb � 1 \' INEROO \ % F 27 16790 N.E. MASON ST, SUITE 100 1 +w ti{a *�«c° ~ a► i O r> \ PORTLAND, OR 97230 503-331-0234 C�1 til oQ 1'h , ?f+. A \ :I+ \ I \ g• \ ACP-1 '0 4• 0 \� \ ' \ www.mckinstry.com 0• S 114•1 3-7 ^' "s �' S ro A N 11 A ,� Q + Y. TOILET .� 16'w , PROJECT: I 1 e GWB.1 W10 ew ADR O 44 +rot w�9 A E $ �/' �f \� 272 �► M y V/ A /� N10 Tigard High School 5 g> 4 1 1> 30 l \ 9000 SW DURAM RD. OFFICEr -- i g w f b e �b�y b O• w \ � \ 2 � \S'TI G� >ro y > > 1 4• g'_ \p : Tigard, Oregon $ g NON-COrlABU BLE �PiSTRUCTION W 108C = �° V r� 1 ov > � � \ 9-0: \ �� \GL \ NO SPRINXIEERS REQUIRED f ER NF A s• 2• moo• OLER 'e _ :, e ♦ s v COMIy10N5 - FIR BO� W108H wr ALLR¢.'dVE• a,,_ / 11\OHI W108 �94 \y� r - _ .._1._.__ _. .. - 4 1' � JO• 'h alp � ii � ' �'"' �\ \ \ \\ `\ � N2 2 3 B D KITCHEN T w 124 b . 50� : 1. 5� Y \\\ a\ \' \ -- (OPEN TO ABOVE ---- - 108 g G 1'• 3 t n 4. �� - 4 v \ � r q H 90 p 225 O� ( 5 5'• 1- 1 Y 1 24 VEST /0. - ' •- 1' 1'h 1' w 4 �� ' \-yr\�. STORAGE \ W105A LWV \ / - - - - - --- 1 COVERED FROMABOVE. \ 4:g �\ \\ OO tRU1 \ \ \ - OPEN TO STRUCTURE '�CNA El 9•.l 6'-5' i o r -- p• - -- -- DN� .g A O \ -_ 2- I S b�BY / SZ a."3006.5 Shunt Trip: where elevator hoistways or elevator -0 o \ >,' N10 \� NB 2= 1 D -- OPEN TO AB \ 6 \ machine rooms COntalnln elevator control equipment are I OPEN ABOVE 9g 2= B D protected with automatic sprinklers, a means installed inSEE UPPER ElIELTH7AREA \ accordance with NFPA 72, section 21.4 shall be provided to °° - 9 g h o g disconnect automatically the main line power supply to theri MAIN GYM affected elevator prior to the application of water. This means R I \ g JQ Q 102 shall not be self-resetting. The activation of automatic R t 8 r 5 ro 1 J sprinklers outside the hoistway or machine room shall not ',4 �. ® Z i8c91 _ _ D �s 1 iiiiAisct the main line power supply I ,> s-1 (- ,--- 1 35 7777 H 3 NOTE: 1. ALL CEILINGS ARE 9'-0" U.N.O. 71 2. - DENOTES END OF LINE AND INTERMENTANT RESTRAINT + 1 SMALL RM I Ila 3. --e- DENOTES RISER NIPPLE LOCATION -_-_ _-- - -_ -- \ -.--_-- __--_.-_-- e NC) r ++ 4. FLOORS WITH 100 PSI + SUPPLY, TO HAVE HANGERS WITHIN 1'-0 FROM END OF 1 1 R` \ OPEN TO ABOVE I 0 A P-1 > BRANCHLINE / ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. , " ,Y„ SEE UPPER LEVEL THIS AREA \ i4 -0 � 0•S 9P O 5. TAKE CARE TO MAINTAIN PROPER COVERAGE WHEN UTILIZING 9'-0 FROM WALL ALLOWANCE ^� CP 1 1 « STUD NT 101 \ j - 1 FOR SMALL ROOMS UNDER 800 SQ FT. a 1 0^ Dt UN _ ND 6. ALL AREAS AND ROOMS LIGHT HAZARD O 1 1 + 9' 3= BOD bA 1 e p ti FFICE\ I CONSULTANTS.e 1 1 I LCG PENCE CONSTRUCTION ' 10,_0„ 1 1 R 1 PORTLAND, OREGON CO M - REMOTE AREA REDUCTION BASED ON 12'-0 CEILINGS 37.0°/.REDUCTION It! JOL F. ACP CALCULATING THE ENTIRE AREA OF 932 SQ FT. I 1 70 1 i_� TENANT - -- HydraulicInformation I s. / 1 IMPROVEMENTAREA + - e 1 MAINTAIN EXISTING Remote Area Ni&z Main Level Calc; I 1 GWB 1 REGISTRATION: OCC.UPANCYCLA,SS,FICATION Ordinary Group I Er-3 c 11'-1 1/4" 1 ti r P PE SIZSPACIE AND EM DENSITY o.,5ogpm/ft'for93a.00fizcA�tnal9;z.tgfiz) J8 321 1+Q �A p 1 i " b I I PI s. DEMO FOR OREGON DPD USE TOTAL HOSE STREAMS 250,00 0 '^ p -- ` - 308 STOR. �+ `' 7L 09 ia '.' ~_ A TIN �- EXISTING PIPE AND P�f ` �J �RnfTOTAL HEADS FLOWTNG ,o 0K-FACTOR 5.6 C !} ' 3p5 e \ 9P� E20 REPLACE WITH NEW �W102ATOTAL WATER REQUIRED 458.82 1 w poH1 ° ° AS SHOWN. WHERE a637PF TOTAL PRF.SSIJRF.RF.QUiRF.D 46.ogo 1 ac 1 A P-1 I '� •2a :i -1 I FULL HT WALLS EXIST - s. _ 7'o"c�►T Lam/ BASE of RISER(gpm) 458.82 Ib ELEC 11 0 0" �h+ o°A 9 ADD OR ADJUST BASE of RISER(psi) g6.ogo o M 17 302 +� +° w107 - a t I UPRIGHT SPRINKLERS orzF SAFETY MARGIN(psi) +42.659(g8.,/o) 307 COMMONS _ -- TO MAINTAIN PROPER 13 G P - -- --OF COVERAGES 4 3os veto_ A 2 1 E1 _ - - 1 N l). g --- -- - - I Exp RLS s2- .;1 18 LLI l _ 1 AC P-1 21 s•p ,) b I - - -- j 1 18 304 .+ 14 . c 1 _ e O_ -LF._ 1 SSUES: uwAlo Euow uu MW E 308 G B- + n 7 I NO DATE DESCRIPTION 10-22-08 FOR REVIEW AND APPROVAL 4 ISS 1 306 ko _ ---Of 1 11-16-18 FPE REVIEW 20 as o h � 9 - 104 6" 121 1 3to t - CP- 11-19-18 FOR CONSTRUCTION ie - S: - API 1-- SEE nO*F 1 -" I + � � s.h ,° .-in 4, L'I \ GW B 1 REMOTE AREA REDUCTION BASED ON 11'•0 CEL INGS 38.05°h REDUCTION=929 MINIMUM AREA , + --: r I Hydraulic Ip orma o _ BOYS ., RernoteArea Ni&z Main 1 Remote Proof Calc- 4 4I W1 1G 1.� b 33 405 5 OCCUPANCYCLASSIFICATION azard AF A 0� W103 m C!� EE DENSITY o.,oojpm/ftzfor 929.00ft2(Actual 995•,5W) SlF NO.F ri CIEARA,KE ceKx+c nF 3•, e - Y 1 :? �, P- I TOTAL HOSE STREAMS 250.09 FACTOR j HI 0 ' } oYn�e •, I __. ' � - -- 408 •�' ee� 0 TOTAL WATERREQUED 412-91 � 273 p W.1D4 o J 3 h+ , N E .? 53 - 'll'! • . j TOTAL PRESSURE REQUIRED 45.,oj - 31 FLEXHEAD TYPICAL DIAGRAM 72" = 55' OF LOSS 407 Bnse�RlsFat m) 412.9I 4`ao !i M BASEof RLSER(P�) 45.,0A 2 5'•3 11'-1 GIRLS 3' a'' •3 N- e h m I SAFETY MARGIN(psi) + 6 2% DESIGNED: 21 s-�: 10 B 1 5'•,1 �' - a 2 2% 1'-0 - I (P ) 43. 19(49• ) DRAWN: KDT Sprinkler Legend -- verb s 4 $•-I = �•.e , ,�\__ s'•3 ___ 1 KDT -- -- -- t8 = 1 0 41 l0 51 -�- v _. 1 CHECKED: SL Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note - 4 e 45 - ,r ORRID 1 1 JOB NO: 00000 Victaulic V2704 FireLok 234 5.6 Pendent 'h Quick Chrome 155°F Tyco TY3338 DS-1 Ext 10 5.6Sidewall 'h Quick Chrome 200oF C X10 SD 1 Victaulic V271 FireLok 4 5.6Sidewall 'h Quick Brass 200°F Cl1 30' �1 o I 1® SHEETTITLE ! Victaulic V2708 FireLok 75 5.6 Upright 'h Quick Brass 200°F It `" g03 43 Victaulic V35051 Dry Pendent 2 5.6Pendent 'h Standard Brass 155°F 1 1 e 1 7 ell 1 . I -- I MAIN LEVEL AREA N1 N ! MAIN FIRE SPRINKLER PLAN 8 4 0 8 16 BCH SPRINKLER FLAN - - 1 GRAPHIC SCALE: 1/9'= 1'-0 - - 1 a 46 , FAB COLOR RED-RED NORTH T NON- OMBUSTIBLECONSTRUCTION I I SHEETNUMBER. NOSPRINKLERS REQUIRED PER NFPA 1 0 0 0 - -- __-_ : S14 FP3 OF 10 NA ' N1 Geo . c� Ofd Yom o x7990 og N13 , ' NCKINSTRY ESSENTION, LLC SEATTLE: 5005 3RD AVENUE S \ N2SEATTLE,199-6223 PORTLAND: \\ \\ 16790 N.E. MASN ST, SUITE 100 PORTLAND,D, OR 97230 503-331-0234 www.mckinstry.com PROJECT. 4 Tigard High School v _ . N3 9000 SW DU RAM RD. S �R 0 \` p Tigard, Oregon SNC ; TO N4 w �r C 1 C2 C3 ( ND ) ND ) v�� v 4 ? s ! \ wr > ON BLE CONSTRUCTION N 1 O$PRI QUIRED PER NFP N5 10 SHEET METAL FLASHING 10-0" - 11'-0" El N E S2 NISi s n 3 A R \ �� 3 x Q 1 .q 9'' � TOI \ .! ^I, w � 1 2' / ♦ ro \�\\\ N1 07 ,A .. OF IC r > N108 ✓� +O �I ` \ , 'p" \ ,b wr 1 0 \ O C \ 07 + �\ 7C AC N EC E 5 N109 b GNIB t• at. >A• w 0;° 4+�• ;9 '. 27f y> w. . y� •. 2'. B \\ \\ \ A w 38 TOILE 7s > O ro OPEN STI TURE —/I ' 65 C A g o;� s. .N118•.' AI a;3 t � 1 ET. 1\ CUSTODIAL 10 I / •° SR CONSULTANTS: ., 8'°° _RE� wry 1 �g� LCG PENCE CONSTRUCTION Sprinkler Legend 8 6� yQl gay yb �PJ� a� • ' o ' y AC - tro 1 o PORTLAND, OREGON Symbol Manufacturer SIN Model Quanti K-Factor Type Size Response Finish Tem erature Note RISER MANIFOLD Victaulic V2704 FireLok 234 5.6 Pendent 54 Quick Chrome 1551E o. SEE DIAGRAMS FP-2 9 � \ 4 � n o 4W. �; t ;A :: ' : :G 81 PEN O > I An 31 Tyco TY3338 DS-1 Ext 10 5 6 Sidewall '% Quick Chrome 200OF t t'' g > w Q" \ Victaulic V2710 FireLok 4 5.6Sidewall 'A Quick Brass 200°F SOUTH RISER SEE FP-2 5 0 a 5�\ . b > v . jt,, �� URE Victaulic V2708 FireLok 75 5.6 Upright 34 Quick Brass 200°F MC n EXTENT WORK SEE FPt 0' A +� ►+- ;, �, C 'T A i +. \ ° p REGISTRATION: Victaulic V3505 Dry Pendent 2 5.6Pendent 34 Standard Brass 155'F 4q'. .I! N113 , w 0 N 4 � m o w .� 1 .+ � s A w+' . " . IRtS . -� �$oELEVATOR d. ' g . 0, s w ACt11NE R « 3 � - • \ B;d A , h3 �•�� �� � n��F `r,Sj q I-110' �4 11•-1 3'-7 ' �►' 's yQs o w N2 MAIN FIRE SPRINKLER PLAN TOILET 05 ' ess�� F 8 4 0 8 16 g 0 „\' E 0 1 ,�f s 1 W108E :' DR ORA � -b ro �! a,1'' ;,+ t/- - ww A ' GRAPHIC SCALE: 1&' 5',0" ' 0" s pA.r p �,> �. .. •. .. + off-coN � \ 1 g NOTE: NORTH OFFICES 1. ALL CEILINGS ARE 9'-0" U.N.O. "' >' � > w W108G �, ► 2. - DENOTES END OF LINE AND INTERMENTANT RESTRAINT :p �' ERa w o s w COOLER 3. —�— DENOTES RISER NIPPLE LOCATION x 9 W108H -- g� wo 18 ALCOVE 4. FLOORS WITH 100 PSI + SUPPLY, TO HAVE HANGERS WITHIN V-0 FROM END OF ' ' s \ - - 56 • a=a BRANCHLINE t ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. s o ° r. o ISSUES: 5. TAKE CARE TO MAINTAIN PROPER COVERAGE WHEN UTILIZING 9'-0 FROM WALL ALLOWANCE 1 6 r•6 x r• 4 : ,, NO DATE DESCRIPTION g FOR SMALL ROOMS UNDER 800 SQ FT. w f2s II: - OPEN \ 10-22-18 FOR REVIEW AND APPROVAL KITCHEN g 6. ALL AREAS AND ROOMS LIGHT HAZARD UNO 108 J g r 1` s '� .� 24 17-16-18 FPE REVIEW s 125 0 5' 1'• '-1 2' '• 1 - '•1 -f ti si -- •• 2 54 11•-0 34'4 t - - ^------- --- w 0 I T + tjL -- - -- ---- - - - -- - — COVERED CA PROM ABOVE \ 'oma .. . .. ° - - ------- --- - -- ------ ----- s -- - --- f •-1 Q �,,\\w ��-: '.. --- OMEN TO STRLL�T..URE m 3• \ IRS N7) CB - 71i-'- -- --- - - - ---- — — --- BY a."3006.5 Shunt Trip: where elevator hoistways or elevator OPEN TO AB machine rooms containing elevator control equipment are 4 _ OPEN ABOVE protected with automatic sprinklers, a means installed in SEE UPPER ELTHI AREA d" accordance with NFPA 72, section 21.4 shall be provided to disconnect automatically the main line power supply to the ! ri / \, MAIN GYM affected elevator prior to the application of water. This means e R I \ DESIGNED: KOT v;1c2 shall not be self-resetting. The activation of automatic ;, 1 DRAWN: KOT sprinklers outside the hoistway or machine room shall not p ® _ •SE V NG m disconnect the main line power supply m R _____ __ __ _ --_ __ SL I 10 ,i « - CHECKED: ,h �' - 52 -- --- JOB NO: m -- - t0; 0 8 9 8 98 >N• 00000 0 3 35 it � ;.� 4 .o SHEET TITLE. all a 1 - r r WI O \ - MAIN LEVEL AREA N2 I CC — - -- -- --- - - - - - 1 h ------ - ° IUK SPRINKLER PLAN ti m R +e r Y A'' $. „II OPEN TO ABOVE a 0” oa _ A P-1 SEE UPPER LEVEL THIS AREA C ISE IN SHEET NUMBER: CP 1 h - L„ 101 o tw P,uy 'c - .� F P4 OF 10 I I 1 C4 C5� 6 C7 �� a �_ 1� B �. >� . a• A 1 A 0 / a. � A � ?; �o a•e t97 � ,� tro ` t ��\� � �`('l�// ( �j11� \ N8) \ GHQ McKINSTRY ESSENTION, LLC > G SEATTLE: . 0 or 'B 4'8• *fo 1 5005 3RD AVENUE S 83 '` B l:1 SEATTLE, WA 98124 1-800-669-6223 ��. B•� � /" .. - � � ...` �� HB � a� ' ,� sZ:B ., •S R O `0 �� � PORTLAND: / +��" BOYS" i . B• \\ 16790 N.E. MASON ST, SUITE 100 :N212 PORTLAND, OR 97230 WSJ," . -^' � ,v !}8 / �• 1 >A�D - s .p ,-,2 sAv��v` �N� 503-331-0234 gPEN TO " l w vw.inckinstry.com 7., \ . ,r. y �• .�`uTRUCTURJ. PROJECT. GIRL'S-. i� s �'�► � > too � ` \\ MECH Tigard High School t�: l N21 N215� 9 \ 9000 SW DU RAM RD. �e 's.4 01 >r Tigard, Oregon S• a 21 STR CTU 1 > N10 IDF� �• " " Go . s h Ac -1 TB � lit / oy E N216 �. .. uPP�� co>�i ,� rf - v�\� t / �, N11 /.. • . /? ,. >' r / 6• 95 79 \ / '' a 020, Y. -- c \ r- q6 b., b ----- ------------ ------ ----- - --- -- ---- -- - _--------------- --- __ ---- \ �: . : . : " �\ Az•\ STI --- S 1 El Sa \. • o A! ,+S r q to p 5 ' 0 —�----- -- �� '•10 8•_4 .. 3ti - 8'•B� � - 3'•10 . •10 1Y• : 3'•10 \ \ s S'Z i 'III 83 x16 BB _ ^ al`o r 80 xp0 ^ }_2 CO V \ 82 5� e / 11 1 �\ PROJECTION SCREE w / High Volume Low Speed (HVLS) Fans (4) all HVLS fans shall be interlocked to / shut down immediately upon receiving -� a waterflow signal from the alarm % 41 . S8 (S. 0' } M `" "' "' / system in accordance with the / ° requirements of NFPA 72.i 11 / I 1 CONSULTANTS: ' S6 ' Zip LCG PENCE CONSTRUCTION q q q PORTLAND, OREGON ., H w <o 0 REGISTRATION: Sprinkler Legend FOR OREGON DPD USE Symbol nufacturer SIN Model QuantityK-Factor Type Size Response Finish Temperature Note - ulic V2704 FireLok 149 5.6 Pendent 'A Quick Chrome 155 F FR�p PROs ------------} `_' OPEN TO STRUCTURE -- ulic V2708 FireLok 55 5.6Upright ''k uick Brass 200'F �� Nf `s/ mQ \� Fp O a, y o TY3338 DS-1 EM 5 5.6Sitlewall 'h quick Chrome 200"F / y n c 8�4 F> >:Pr ictaulic V2710 FireLok 1 5.6Sidewall 54 quick Brass 200'F I ' 9JH ON -� N I UPPER FIRE SPRINKLER FLAN 8 4 D -8 16 GRAPHIC SCALE: 1/8"= V-0" CE —+- - + 1 NORTH ISSUES: j ALL CEILINGS ARE V-0" U.N.O. NOTE: NO DATE DESCRIPTION _-____- `; DENOTES END OF LINE AND INTERMENTANT RESTRAINT - a - 0 10 22-18 FOR REVIEW AND APPROVAL a I _r q i q q 3. DENOTES RISER NIPPLE LOCATION Hydraulic information ' e � � � 11-16-18 FPE REVIEW .....I 4 a --- i Remote Mea Nt&2-U per Level Calc a 91 OCCUPANCYCLA'SIIICAIION L1ght1[azazd I 4. FLOORS WITH 100 PSI + SUPPLY TO HAVE HANGERSL DENSITY 0.100 mlftzfor1500.001t'-(A al155o•8oftz) + I YE WITHIN 1'-0 FROM END OF BP 1 98 TOTAL HOSE STREAMS 250.00 244 } I 1 R .ANCHLINE / ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. - -_--- ------ TO IAL HEADS FLbWING q T-x TOTAL WATER uIRED 5.}3.80 b z4f ml foo _ _ _ i 5, OR SAKE MALL ROOMS UNDER 800 0 ��E 41U C NyG 9'-0 FROM WALL ALLOWANCETPAqA - -- TOTAL PRESSURE REQUIRED 50.212 23f 6. ALL AREAS AND ROOMS LIGHT HAZARD UNO BASE ofWSER( m ° n 011 50.71 — -_- --- YN w u BASE of RISER(p ') 5o.7ta i - -- SAFETY MARGIN(psi) +38.052 (4z.9%) 97 T i - 105 243 lip TANDNO X9xx LLNOSF w ODE"I4IIAF Y% i I'I i i N L i r 01 i' I I r_L 45 — /� (�V - SEE NoM i :n 267 a�g 246 -� wo �axrEi,. DESIGNED: KDT 0• 5� w 10 bo ,L w �I CY A Mm r -- 11++ 92 84 +K' f 11■ z'� DRAWN: KDT --- --- 2'� 2',4 I -r CHECKED. SL v 1 0'•T 13'-3 T•0 8'•8 13'•9 0'-B ---- — ---- —-- — r --- -- 1 1 88 21 87 — - I ^� ,n 1 JOB N0: 00000 I SHE ET TfrLE ji SEE NOiE 1� f[NmG hF 266 245 I EaE eeEna UPPER LEVEL AREA N1 �� -- - _ -- _ ---- - -- -i --- - - --- -- -- - - --- - -- - ------ ----- AN SPRINKLER PL SHEET NUMBER: kl I FP5 OF 10 I i 0 Sprinkler Legend �/ NB N1 Symbol Manufacturer SIN Model Quanti K-Factor Type Size Response Finish Temperature Note z-_- _ Victaulic V2704 FireLok 149 5.6 Pendent 34 Quick Chrome 155°F Victaulic V2708 FireLo 55 5.6 Upright 112 Quick Brass 200'F U(0I1t!! U!1 L (1 JD REMOTE AREA REDUCTION BASED ONIV-0 CEILINGS 38.05%REDUCTION=929 MINIMUM AREA Tyco TY3338DS1 5 5.6Sidewall 1r4 Quick Chrome 200'F McKINSTRY ESSENTION, LLC Victaulic V2710 FireLok 1 5.6Sidewall % Quick Brass 200'F SEATTLE: Hydraulic informa 5005 3RD AVENUE S \\ N2 Remote AreaNt&zUpperLevel-Calc-t SEATTLE, WA 98124 \\ OCCUPANCYCLASSIF7CATION Light Hazard 1-800-669-6223 �� ♦` `� DENSITY oaoogpm/ft'for gzg.00ft'(Actual 2zz3.ogft') TOTAL HOSE STREAMS zg0.00 PORTLAND: TOTAL HEADS FLOWING 9 N2 UPPER FIRE SPRINKLER PLAN 8 4 D 8 16790 N.E. MASON ST., SUITE 100 / K-FACTOR g6 PORTLAND, OR 97230 FCP / -- -_ 503-331-0234 • '� TOTAL WATER REQUIRED 479.37 GRAPHIC SCALE: 1/9'= 1'-0" 232 55 57 TOTAL PRESSURE REQUIRED 6z.47o BASE of RISER(gpm) 479-37 NOTE: NORTH www.mckinstry.com 59 ���.. BASE ofRISER(psi) 6z;7o 1. ALL CEILINGS ARE 9'-0" U.N.O. PROJECT. / F / 58 '� 237 �; SAFETY MARGIN(psi) +z6sS8(zgb%) rNC)l"' r_ ,-\ 2. -- DENOTES END OF LINE AND INTERMENTANT RESTRAINT / , N3 Tigard High School � 3. — — DENOTES RISER NIPPLE LOCATION 9000 SW DU RAM RD. \ / �� ,:'" oy •) Tigard, Oregon \' 73 % ~ 4. FLOORS WITH 100 PSI + SUPPLY, TO HAVE HANGERS WITHIN 1'-0 FROM END OF jr 233 / 233 '1+° 235 ` > BRANCHLINE I ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. ND /mss 5. TAKE CARE TO MAINTAIN PROPER COVERAGE WHEN UTILIZING 9'-0 FROM WALL ALLOWANCE •� s7 A 1 FOR SMALL ROOMS UNDER 800 SQ FT. 11e 71 ca 1 '-a'" 234 S 6. ALL AREAS AND ROOMS LIGHT HAZARD UNO � f s�"oe,o 2uox,u(»ose 239 �� / � MOOftP 20%IIR Rt �y �� N4 j a, > A 11 s �! w b 7I !� L S � V • vrwc,fu Y',,, '� .' r / '. ___ 3 �.. a ?I \. 1p_u 0 �• � \ NIR _'I S1 1 9 a _ El s,. 71 r 123 � ' , y - •� *, � � % `Yl 5 ` B ,�� .�' �• ' Sff•+J'E a'. C81}vG hE+O �/ / \ a .9'- w 73 , a• \`-.y. �\ SEE NOT S2 ONOM ,.� � b _• 0 bra. � / 1,. Av !�. a • � � � _ FLEXFIEAD TYPICAL DIAGRAM 72" = 55' OF LOSS �, / p �ry C a s• � � R / 20 3, ? a / � N6 ( N7) n o s• it 611 a \ \�':: �� � 'a ` \ 1•T \ :. 9 ACP 1 ,. � � � O C4 C5CC6 137 N8 CONSULTANTS LCG PENCE CONSTRUCTION w f� PORTLAND, OREGON �'' 11 ' :G- 1 `�' 109 � - "' •a � {to a 'r � ���\� ' - r l,,f 113 ,/ 1, ._-�:. •�'f` 1 �' d: .. � y\�\ \\ %; °'w � i +A. �•. •'.5. .. a b. , . . � � a.�' 114 'e� a;, orb a R O�13- I•a ^+�•\ 5 �N 1� '� \\\ \\;. REGISTRATION: FOR OREGON DPD USE f18 > '0 TRUCTUR ,o !� 3y , / I• R�U �. GIRLS. ♦,.� ~ s •� 100 � -�?• ��\�� �\`' �� fR O� r' MECH �' Imo v a, g- ' \IN4 �....ld+� e 4f a,. w N21 r' N215 is, ice^ ° �l '• ,. L S O \ �.; okFcoN *► , O TO / . 4 . 01 \ S. gas �L` tig 121 STIR CTU 1 B ' PqR •�` ��P OF 101 ,�+ • . : . . .. ; +° - � AC _7 � 78 \ - --- _.._ EXP RES -Z 31-1b g..._ E .• - • , . • ,vQ - .. ' � ,� •\ 0 122 17 / N 16 ISSUES: � - „ . .. -UFsR• COIF . ,. :r~y. ' - \ _ \ E DESCRIPTION 10NO 722 18 FOR REVIEW AND APPROVAL - 1 Q 00 C' eY +ti 11-16-18 FPE REVIEW 6 .•� � 95 78 �; OCA ti( 2 1zo 90 L 108 -- ---- -- / \\ � /. 5--------- 7 e Via,+ a •� 5 '' ;� 5 ------ 41 - � ----r-- — -- -- - I - .-10 -1 3`•8 - 8'-8' 2 10 4.10 1 : 3'-10.� .. 8:-2 ��•.:'-r_ ' - -- BO81 82 q yQf ! t DESIGNED: KDT j ! m DRAWN: KDT - e o .-I ty CHECKED: SL JOB NO. Ii f I , 3 i I 00000 - I I r a a SHEET TITLE: IN EA _ - _ CC UP SPRINKLER PPER LEVEL R ANN2 � I II ISI v, 4-e < PROJECTION SCREE I I u \\ SHEET NUMBER: G16 I + 1 FP6 OF 10 S6) � ! ij , o � o o i ORR GIRLS.'LOCKERS w 9 OOOA W004 ' '. EJ q GWB-1 it q I 101_01, d ZA J , V p I + j ACP-1 e. SF 9._DnIra , - - McKINSTRY ESSENTION, LLC SEE FP-9 1 f ° SEATTLE: AUX GYM 50053RD AVENUES STOR W005 " SEATTLE, WA 98124 W005A 1-80D-669-6223 - SEEA8.51 FOR In . 4 RCP THIS q. „ 'its 61: ' PORTLAND: i. AREA 16790 N.E. MASON ST, SUITE 100 PORTLAND, OR 97230 q' 503331-0234 Willi I I _ _ www.mckinstry.com w PROJECT: 11i 1'y_p s o. Tigard High School 9000 SW DURAM RD. Tigard, Oregon :� ANN- SIG FL=XhffAD TYPICAL DIAGRAM 72" = 55' OF LOSS 1 10-0° 0 r SI�NOYO NON till NOSf M . - x u x 193' 199' e. �. TE LOCKER NZ EE 4G N L Qu � EE r�SE SH --- — -- — —--- __ - -- _—_ �� GWE:2 'l" w Abp Q 9. UNIFORM GLivB2 h +4� „}° h .,. STORAGE 1 h �. « - N1 r • 1 : Cj W 006 — + 2. U•1 i. . 5 --- -- --—--- — tiA� OPEN TO Ts. - , a o ,.,+ Q•. � O• ,,,n - •. Q'1 wro �R ^ a � SEE FP 9 STRUCTURE - - , 0 +°o � } 14.8 $ 0', w , t �: " 12'-2" 1,4 .3 i 3LOPEb - SJ - ------- — t It •T'I'.va•.. -nvitei ce,uuG l,:f •'\t - -�' ° h 140 118 S 7 S H B 1 �r v 14 sEe vort r ur u,Ncf S 1 J,i wi .� p 160 . Q1 W007D . 6J 5 7 9 anNGrtE o E1 • .GJ .- 165 , (7 �a� SEE"C"E 2 , c + 1 b, 0,. ` WO 131 3' W00 w�1 h ` ' • + ,.,.. 10 0 / . 5. ST IR 11 ►,si „ +° ^' 3 3 s-4 3 '- ' 22s cwB r MEN l{, 1 '8 1' 5'•11 2'•0 1'- 8'-t ro'-y, � 3 9 b. 3 V-11 '0',3 II' S 11 1'9 152 18 6 162 A 1141"31, 4,•3 - a 7.7 \ . 19'-0 d'�c - WE 2 }° y. t-.g 5.1p 6,, + WO'14, _ r _ Y'A 8 8'•Z - ' 4'-2 :, °t 1$'•11 b 217 m ISI -- --- -- 0' 15f ,C " i50 10'-0 �� ". f. °, .e J - 70 0 1 0 OA k 227 .. _ _ `Q i 'P q � : GWB-7 :: •; - 203 � 166 , . 218 +^s: t b S: :2 b woozG b . ; . . _ r w S7 1�` - - 9 ' :S S10 w . : TEAMLOCKE .b • 147 1 ALL CEILINGS ARE 1' G9'-0'1 WOMEN E 9'-0" • NOTE: 1" - W013 2. X DENOTES END OF LINE AND INTERMENTANT RESTRAINT 1 ' i m EAM OCKE T .. 1' _._ ��� 3. -� DENOTES RISER NIPPLE LOCATION SL , -------- - — -- -GWB — - -- - -� B - - -- _ W 07H 101-0" p b.. f - 10,_0„ OPEN TO b a, ERS STRUCTURE 4. FLOORS WITH 100 PSI + SUPPLY, TO HAVE HANGERS WITHIN 1'-0 FROM END OF q T'Lq r; �ANNA', BO. S OCK s; . BRANCHLINE /ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. " .. ". ACHER§ a STAIR 05 W NON-COMBUSTIBLEI °b M 007 b ACPA ,it ST05-01 CONSTRUCTION ' 5. TAKE CARE TO MAINTAIN PROPER COVERAGE WHEN UTILIZING 9'-0 FROM WALL ALLOWANCE i + GWB 1 NO SPRINKLER RE U RED _ _ FOR SMALL ROOMS UNDER 800 SQ FT. :. : - - 6. ALL AREAS AND ROOMS LIGHT HAZARD UNO GWB-1 ip- - ' f 6 °p ^+,40� i- s, TEA Z�CK R 1 N UNDERS A E — 10_a, 1 m to d O I C e �� e ------- SM -- - - r, I --- - ELEC. �, �, - _C) . ANN t.z o'-s M �+ S 001 2'-8 9'•4 16 8-10 0 8 -94.4 h b 61-1 1 b 9'-4 9'� 1 7 -O�F 3' o °All o ' -9-8"-- ---- 5 I 20'.1100 0 l -11 ' 21'-0 ' SQf _— � -- CERAMICSe� � 0 ! - q o m m ' - - 10 1Z i i- N II 110 L � � :.' , m I 5002 I " n CONSULTANTS. -- - 0 1E Ql� p OPEN TO STRUCTURE ` SUPPLIV FROM SITE T 7 - 1 13- o•. - _._ ---. '._�: ---_.— - ^+o M +°a ,1}°¢ +°° } A PORTLAND, OREGON " � `" '� f LCG PENCE CONSTRUCTION FOC SUPPLY - 9. iN rE 11 0, „ All McKinatry EXTENT OF WORK',SEE PPI h fq 11 ;�, A ° 1'h 1'b 14 ^ 1'fe b 1'/e _1!: 1' 01-6 'h 1'h $T O E •8 ?f 4 'C m 1e OH�1 ae -.LT - ;,+° ^ " 2'•7 9'd 8-10 0- 2'-8 i•.O 10 $'•b•.a 1•- 0'• 8'•5 2•-1�y 8'• '•7 3'-5 NORTH RISER SEE PP-2 e 1 -4 FF BOILER ROOM / LT _- OPEN TO so >t :111-0 rat T-2 i r-o aa1 ' ^ +fib S B - 1 �. / 6 ETN OOM a W010 DRY TEA DRY TEAM �' STRUCT RE b W a M '` -- a b ANA! ROOfVI 7 ROO a 1. + r +1rHI o g .. OPEN TO If F Ob - - - b " ^,, S N ------- _ - -- -- --- - — -- -..- - — -- - --- ----- S�RL � Rr -- - W / q01!- - e e 9� a GWB-1 lab ift �4 G B 1 g. o.- o tr - -- -- REGISTRATION: 14 11%11 11 LL 0 , a ORE D USE }^ +Q "% 4 �.� e�` 4 14 164\ W��, 5 � � FOR OREGON DP `N .�• Eo. ®I Q._hA A C II' o 4 q a It 0 ASSN A' 3 "�+ 3 3 + 3 ter +aA 133 f63 �- i•- t346a71-'i: so - - — - - R- 167 - -- -- — - --- --- - -- - - - -- - 07 � ._ , _. '- ` _ .., .•., - ' - - ----• -. f36. .-. 157 158 3• 137 ., 7 4• ', GwB-a r , '• , GWB-1 f T� 6, 70 71 : '� ---- 249 250 eJ - t+, 0 . . _ _ _ OREGON �� �� c 70 70 50• 5 .o 4.2 12 0 '.10,; 2'•2. •114- All '8 - 10.'- . - 1' 11'-0 ------ I -- 'All •I li• , , � ,Z6 141 o� � � RISER MANI 114 SEE DGIRA S FP-2� l - - - - -- - - - - { --- - --_ - M j _.. J 20-4 �} r i d ISSUES: i• i - °4 L A O 504 � � M � - NO DATE DESCRIPTION I i Q 10.22-18 FOR REVIEW AND APPROVAL -- � , 5 ACP,1 NCP.1 m ++ 11-16-18 FIDE REVIEW T SHOP { I 11' 9� N b1 1h -z 1 T THIS A EA N•I C 0 I SPM � ( — - - =— - IN A i t UUK, { 1 � � NORTH 1, / I I , I .1. 1 j f i g_r 1 1 4 DESIGNED. - - - - 9 I ..'_ f.- . , ��� , �' � � � S 2 LOWER,S p I � KOT _ - -- - 8 4 O 8 16 DRAWN: - ----- - I T � _ ___ __ _- - FI E SPRINKLER PLAN SL COMPRESS i - - -- OR - -_ - ROOMi/ �i/ /j�/ /�/� �� 9� I ' CHECKED: - - _ — GRAPHIC SCALE: 1/ "= 1' 0.. JOB NO: 00000 Sprinkler Legend SHEETTITLE: _ _____- ___ Symbol,Manufacturer IN Model QuantityK-Factor Type Size Response Finish Temperature Note SQ _ - - - -- ,r - - -- - Victaulic 2704 FireLo 165 5.6Pendent 'h Quick Chro, a 11 55-F Y -_Y=._ Victaulic 2708 FireLo 33 5.6 Upright 'h Quick Bras 200`F STORAGE Tyco 3338 DS-1 2 5.6Sidewall 'h Quick Chrome 200°F LOWER LEVEL AREA S2 i Victaulic 2710 FireLok 1 5.6Sidewall 'h Quick Bras 200`F �✓j�' �j�;:' ��/'/jiii�/�%'%%�i�i�/i/'� �/%/ii�`, s©o:�r� i� � III SPRINKLER PLAN HEAVY SPACEMAKER , e CLEAN MAKER SPACE SHEET NUMBER: 040/0/�,/ 5005 St)05A rl STORAGE j> ; S005C w OPEN TO STRUCTURE---- F P 7 OF 10 I OPEN TO STRUCTURE- ; { i I i - l NORTH S2 ` S3 • c M r _ - S I E UPPER NORTH FIRE SPRINKLER PLAN 8 4 0 a 16 McKINSTRY ESSENTION, LLC NOTE: GRAPHIC SCALE: 110= V-0" SEATTLE: 5005 3RD AVENUE S SEATTLEWA 98124 1. ALL CEILINGS ARE 9'-1 U.N.O. Sprinkler Legend 1-800-669-6223 2. 2. -)(- DENOTES END OF LINE AND INTERMENTANT RESTRAINT Symbol Manufacturer SIN Model Quantity K-Factor Type Sizel Response Finish Temperature Note PORTLAND: __- AV Victaulic V2704 FireLok 187 5.6 Pendent 1h Quick Chrome 155`F 16790 N.E. MASON ST., SUITE 100 3. � DENOTES RISER NIPPLE LOCATION Tyco TY3338 DS-1 Ext 7 5.6Sidewall 'h Quick chrome 200`F PORTLAND, OR 97230 Victaulic V2708 FireLok 179 5.6 Upright 1h Quick Brass 200`F 503-331-0234 1 �' 4. FLOORS WITH 100 PSI + SUPPLY, TO HAVE HANGERS WITHIN 1'-0 FROM END OF Victaulic V27t FireLo 4 5.6Sidewall 'h Quick Brass 2o0°F wwv.mckinstry.com M BRANCHLINE /ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. PROJECT: e 5. TAKE CARE TO MAINTAIN PROPER COVERAGE WHEN UTILIZING 9'-0 FROM WALL ALLOWANCE - FOR SMALL ROOMS UNDER 800 SQ FT. -~ ,.M°/.II f ININOSf Tigard High School uooe araec CiE ALL AREAS AND ROOMS LIGHT HAZARD LINO 9000 R�. 1111 Tigard,, OregonOregon --- �f41'4'.M�1,: II LII Hydraulic Information '� I Remote Area Main.Level Sl&7 Storage&Mechanical Calc Area 5 cut IL ACP 1 i , OCCUPANCY CLASSIFICATION Ordinary Group 1 g'_ h DENSITY o.r5ogpm/t't2 for 150e.0oft'(Actual 1593.74fN) TOTAL HOSE STREAMS 250.00 «- Ozr,af, ,mcucf,ucu-.r TOTAL HEADS FLOWING is 1E°nO"' rtxmcOo ne f N1 srf Nofz K-FACTOR 5.6 - *101Fit A WATER REQUIRED 55458 on C2 TOTAL PRESSURE REQUIRED 511 , CF - BASE nfRISER,(gpm) 55448 BASE of RISER(psi) S1.56o FLFJCHEAD TYPICAL DIAG M 72" = 55' F L 55 lSAFETY MARG N(Psi) ♦77.084(41.8%) - f,_ ; I I I _ c flit I275 -- 274 _ --- - ----A -------- -- - - - --- _ - - - p! 4 e 3 3 4+ 4 3 '_0 154 1/4 A G B 1 CJ III ---- -- 8 M e 276 275 214 SA 1 e ^ti r Pry -0 255 5P! wini 9 r ^ �CH : - _ .a - - _ r it I I s`ti 4 ^' q q 1 1 III h I 14 - . , 1 ACP-1. ' m I -- - -„ 111111 ID " 1 1 w -- (� W 109 -0 I T14 T73 797 ' • m I m m m I 111' 111 s OCS10aS 1 �) II USTOCJAL - - OPEN �` W 10� STRUC URE I m - zv � it 1 715 712 706 71 , 1 EL - AV 111"Ir ` 1 M • W O 1111'11 ' • � 111'li - - 09B 1 zn Orn I 16• II MSN . a. . I _ } 5 q TO q GAB t Gov � " ti 0111 005 h � n iiIII :f EI H� , „+ m' «• - - �- - _ 1 1, CONSULTANTS: 224 9� 1 _ o I X1111 C -0 _ STORAGE E L LCG PENCE CONSTRUCTION ill 2• t0 , �5I _ 2 113.8'^ - W1 A, . . 113A 3 �'8 - - PORTLAND, OREGON 1 :. . 5?J• ...5'' a 225 ' 15'•7, : 3`1 M W114 I . WQMEN - M III � �A� � . . II Ors.- 1x11,6 rw �p - OPEN TO N • 1 e STRUCTURE Y _,. o 709 702 ,IIS a 11 1 cp- s+� r IB• ID CS'.. -~- - � '4 C N .. M-11; O - tf VV I 1 AC LFFREI REGISTRATION C W1 S K GKER :7110 1''� ,I GWB M � ? 1A tp 1 II FOR OREGON DPD USE 1 G 1 � � ws.� 1 ,�vaial � Q - _ 9 IpF. RFs r 1'-8' SC - - -- --- -- - - - - 704 III B $ ^ an 253 �`� 4 - e' 1 Qj "° ' 84637PL yes m is - - .afa1 223 ,_" ie +i ,+� „ • 940 ,,,+ • R ^. .5 269 �� ,,�' i7 ',,4 \ v, . ���`�• !1 + 0•_ 4110' 4�� O 21 l 3 3 3IV it 3 M 1,AAt ' 3 9 e'-10 oa cvr III 5 MAJIL e 257 ° ! 252 x .1 b 242 a 7 295 40, 0 1 Orn �9N 259 258ri r-6 II ANN -A r SD - a „ ,7, i1'- 0'• 11',10 . ` XPIRFS 12 31 18 I lot 'k ' 114 - OFIC .,.\ '111 _ 1'h 1'rr •8 ' T•11- : ^c `r,,4 � 0•-4 - b 1T•S ~- I. 1 t ISSUES: 0'- 7'-2. T-1 6'-0 8'-3 1Y-9 1'- 7'•3 NO DATE DESCRIPTION 1 807 1xT1 808 T6 13.61 810 �, " x11-0 xr•0 _919 I .-_ .- b 213'-t1 B _-- 10-22-18 FOR REVIEW AND APPROVAL M Mal 6 213 i 11, {1___1 a 1'fi GWB 11-16-18 FPE REVIEW- -- - ? I - - -- - - - E--- SE ) _ 5 8p5806 12� yQI M. �.N,4 4N �� FSP „ Hydraulic Information -- - .-. _ _ p __ '- . t- - - - 6 1 ^� Remote Area Main Level Stam Amx G CalcArea 6802 } -Sr 1 Fi r, A • '1 ! ' � 1 h w 1 h a 0 % '' �-"` 7' ,�.�.2*.;O" � ,n' i ^. q X73'•4 1 3 T+2 2'•10 ' 9'•10 OCCUIPANCYCI.ASSIFICATION Ir ht Hazard n 6'-B 14'• "6'•4 T•4 .f. ir+ ti 1 8'•1 12'•8 7.2 12'•8 B'•D qty, P• Tn TI IPF: -� M b x11 14, \207) y TY4 „ xl'-ti x0'-o ! I - DENSITY o•toogpm/fr for 1500.00ft- (Actual 15.71.13ft=) I 2112 206 20T � _--- 4'.4 3'.2 � TOTAL HOSE STREAMS 250,00 - - - - - - - - - - 801 . . . . . . - Mo �b - - 1 ____.._ __<X. _____ _ -.___.__..- TOTAL.HEADS FLOWING to 208 209 210 ,��:, a 211 - K-FACTOR 5.6 " ---- 9 4� ., A 'TO IAL WATER REQUIRED 465.03 M m TOTAL PRESSURE REQUIRED 8.787 - - - -- ---- 1'k '6 1'h 5� 1'h BASE of RISER(gpm) 465.03 W 01 RA _ N 3'-4 10.2 6 >, 14! 8 8 - 7 B x11-0 13'•8 0'- T-2' 21 1.0 6'-0 613 2111-0 12'-6 1•_ 8 4)3 e o �__.,__•L BASE of RISER(psi) 53.787 - --- - - - -.. •-�, , t _ 1..;. _ AUX GYM SAFETY MARGIN(psi) +34956(39.4%) - - - - W005 x I �s SF , SF o a DESIGNED: KDT a �y� N DRAWN. II ti rL 1 - ---- X 1':4 114 1'/f �� �� pix FSP ' �� KDT CHECKED: SL _ s x> , 1 5 e P JE ION SQA N 8'•8 T 8 13'•8 0 W. T'-2 ), T•1 8'•0 8'-3 12.8 1'8 3 0 4 0 ?, . t7 JOB NO: 1 N r 00000 1344 12, x11 211-0 .} 211-O 2r-0 ie et 4 r _ �� t - .. S 5 - - - � - - � � _ � SHEET TITLE. 14•.s ry4s' t �__ f . , . Hydraulic Information 11/2 Remote Area Main 1 { - .I ' ?.6 q 1h 0'7 1 �.- -.. 1a '.b1'h4 ,,- ` OCCUPANCYYCLASSIFICATIONLevel LighSign fazardic Proof alc7 z '411im l� 1 ,Aerobics ( C 34fr ) S� & E UPPER NORTH -_ '--- - ^ �� •, -- - _._ 172 3'-3 1b'-3 '- `T 3 2'•10 9'•10 ,¢v1r. ` IIS TOTAL HOSESTRFAMS ..50.00 I I x11 - I' �� .n m.o ' -- _. --.- ... _ x 0 171 4 . .' 170 ; ' r 12 69 X1YJB7 DENSITY -5100 m fr for o.00fr Actual n1A. 8.3 4 6'•0 4'•9 4 7 4 e 8'•1 ° i2' 2.8 5.3 q 6.3 ° 7.3 e ,,.-,o ' ° r-_ xo.a TOTAL HEAD FLOWING �2 SPRINKLER PLAN - K-FACTOR 5.6 6if � 601 606 TOTAL WATER REQUIRED 491.07 -_-_ ------ - I M N ------------ --- �'+ -- -- - L C^^ ,. -_ BASE of RISER lam) U 44.80 2 SHEET NUMBER: S G -- -- ---J ------- ----- --- -- _ ---- BASE of RISER(psi) 44.807 J REQUIRED ° gp 7 p _ �� �� ���- 55,5 5, �, O' x•4f�,1, IN (psi) +43.913 (49.59A) SAFLIY DrAR(: EI _ q 1'A 1 k 1 h 1'h 173 'b p g 0 cl F P 8 OF 10 I \-4!1 a'-l. 1 Based Upon 14' Ceiling Ht. 34/o Area Reducton = 990 S Ft Minimum 61-D B 1314 8 8 7-0 174 0 7 2 71.1 GI 8'3 12'•9 1'• T•3 608 607 606 6f0 r-4 224 211.0 211-0 _ xr.0 e'.s 'pry Ise I' _ +� 1105 >v .• y 1 or ^' i'I Qf I a_ ! _ 10-3 _ T 3 2'-10_ V-0 8-0 2'•10 Ili „ -- - - v - 1 1 1 L IVAI - � � �• 259 ° 258 ' � 2b2 s •-1 a 242 a 205 0 257 sla s o �- �_,, II ,�•. 5� I 8.7 11:. 11.10 .. OFIC 0 q. 1h 1T-5 ' x. 4 . ^ 1 14'- 8'-9 7'-6 1b°-0 0'- 7'•2. 7'-1 8'-0 8'•3 12'-8 1'- 7'-3 ° C 1� 7 B07 sT 1 808 810 •, m L?' 211-0 --`-- Ir-0 ��.y - -- 4 213'_11" -0 ' I� / - 2i3 � J, '� 1'1- cWB #"-a � h _ �I I ' - - SE 1r•10 - McKINSTRY ESSENTION, LLC SE 892 ----- -------- - 895 ` 80 . -- - -- --- - - - I ' I '` /� SEATTLE. 6 5 IN 50053RD AVENUES 1 k » h 80t + e I R Hydraulic Information SEATTLE, WA 98124 1-800-669-6223 I r• 8'•8 14'• 6'•d .q T•4 ..„ ti '.�- y . I 6'•1 1,h 12'.9 . . 2'•2 12'•9 1 rz N 8'•0 - '0 st 3 4 1 ,.' '• ' � ard rrz r,z`*'• Remote Area Main Level SlB¢Aux Gym Calc Area 6 - °i 0° k u 21'-o so•-a `: DEN ITY OCCUPANCY CLASSIFICATION o.ioog m/ft'fmi5oo.00ft2 (Actual,571:t3ft-') 16790 N.E. MASON ST, SUITE PORTLAND:0 TION 212 gT" 206 1'1-0 207 T 8 4'-4 3'•2 xr k TOTAL HOSE STREAMS 250.00 PORTLAND, OR 97230 - - - - - 801 - - - 803 - - ^•b - - - - - - - - - - 503-331-0234 - - - TOTAL HEADS FLOWING 10 III 14.3 1 210 •,+ 211 .. K-FACTOR .6 II. 2'09 a 5 �wvw.mckmstry com TOTAL WATER REQUIRED 477.49 +a 'TOTAL PRESSURE REQUIRED 58.733 PROJECT 8'-8 14'• 8'-9 T•8 13'•6 5� 1'h 1'h 4' S a = r' 1 BASE of RISER(gpm) 477.49 1'h 'h 1'h W 01 T ! 0'• T•2 ,A T•1 8'-0 8'•3 12'•9 1'• T•3 I L x BASE of RISER(psi) 58733 s a -- 1 zY:.'< ,. 6y 2' i6 9-1, F o I, ISI I �''-0 AUX GYM ��+ : sr-0 211.0 i �•.� � .� �,,o . -,, , . SAPETYMARGINc u) +Z 8�) Tiga00 rd High School � II .I � P • 9.997(33• W005 -- - f _, Tigard, Oregon I ------------ ti .� W ,ti 4 EI) e1'h h i FSP 1 , x' g.8-- P JE ION SGR N 8'•9 T•8 13'•8 0'• T•2 T•1 8'•0 8'•3 12'-9 ••.8 x 2 7�, � 0 9-10 r ' 'I e A 1 •8 3 ni :w H 2T 2r.0 + 21'-O 27••0 8 ® - . W-5 N2 k in +�S - Hydraulic Information M 1'n ^ 1'h Remote Area Main Level Siga Aerobics Area Proof Calc 7 1 h q e '.'h• 1 ,• q ,, i - -10^ q 3 8^� ° 1 a ° 1'k 0 Z6 V 'S� Id DENSTTY CY CLASSII'ICA'ITON o.ootgpm/ft'-for ggo:oof['-(Actual tu8g4ftZ) N 1 a a w ' ON 1+ _ -_ S� ..:,;„. ,,,rt ' : ^ . 1T2 3.3 . - 10-3 -x. . 7'-3 T-10 91 ''a TOTALHOSESTREAMS z o0 8 B 8 3 8 0 7 4 0 8'-1 17.3 2 8 5'•3 8'•3 q 7'•3 5 9' 10 ,rz nz 50. i 2T 4 v, sr•o � so-e i 'i �� I I - ! ''� TOTAL HEADS FLOWING rz '. I , Q -+- ! 17i I 170 J 69 167 ,., ' _ ! a - K FACTOR 5.6 ( 8.57.1 Spllnkhn hall be pemnfed m be ambled trout al(y�ghra - 611 : . 603 _u- 601 605r _ LI ' , , i I ��•-., - , -� � • TOTAL WATER REQUIRED 491.07 _-0MV In arc} �Nkss dhazaN (DSG - -- - -- - _ bry .separated byebasffOrt(3 W)hoMMtJry �, ctassmeaf Naf are II eX8' � tNr�unprnflmedskybghtaunpmtechd"IMpl ,o o _ LPRFSSURE REQUIRED 44.802 S n .� BASE of RISER(gpm) 491.07 S 1 E 1 ' 1'Fi �,+ - FSf ,,,� BASE of RISER( si) 44.602 s 6 SAFETY MARGIN (psi) 1 +43-913 (gq.5°h) r'yK 43.93 + _ 9'-10 Based Upon 14' I�Ceiling Ht. 34% Area Reducton = 990 Sq Ft Minimum e 1 h 11/2 4YY 1+h 1'h 1'k 173 3.4 l > 6-.8 B 13' 61•9 74 131•8 0'• T-2 T•1 6'-0 8'.3r, 12'-9 1'• 7'-3 608 K 697 606. 610 2 ., S2 jlZv T-a 9ad fl'-0 2P•D -"--- - 21'-0 e'"s ^� 185 �:r„ •x^^ k �ti +0b h 1'4 5� M RGO1 0 10.3 7'3 y 2-10 4'-0 8'-0 2'•10 222 3 6''� � _ � � -- .--_: •9_- . � _ -_._._ ._ `�_ . . -.. __ _. .. ._ �'' k I - - -- 3 . •�=c ^ 3 3 - - -- $ rs� 612 so 0 \ 1-- a 2'.8 3'•3 3'•11 8' 3 " •5 8 219 254 1 •0 1 •8 7.8 01-10 ^ 4'-2 - 131-111 8 TI 6 a. E c� A 12'-9 SAI 10 STOR. OPEN T111vO 1A sti 6� A 9 (. .'. . ' I,' . I 1 W fl-fl _ 0.1 W202B STRUCTU X B 1 � I STOR. ^ 5 T10 2 ,:+ , . . . - GWB-1 . ._ .... ,untum aso„nu noae I , A XX IIII STAIR 11 zh L1 9' 1 T E 1 • ; Z, 41 8'•6 12'•8 1'• 10'•11 3'-0 10'-1 f yh 6' 4 rk' k 10 r 0' si-0 2 r e wu / 291 8 8 F s l'-0 1 d sl 0 _ 17• Y 2 9 1 st}"orr i ST11 1 W204 - ! . - - ---- ----- --- sr sr-o WRESTLING No cEluNc b . �, 6NL ---- - -- ----- - -- - -- -- ----- - - - - - - - - - - - - - - - - - --- -- --- - - --e- k ; -- -�" -�---�T. ,-. , ---- --_ 3006.5 Shunt Trip: where elevator hoistways or elevator machine rooms containing elevator control equipment are NO UNDERSTAI C ESS ELEVATO protected with automatic sprinklers, a means installed in STAIREj 04 L GTRICA A H)NE 12 M ; PR VALVE AND SHUNT TH S ROOM accordance with NFPA 72, section 21.4 shall be provided to - ST04-1 :W001A V110C}1�. j disconnect automatically the main line power supply to the / affected elevator prior to the application of water. This means 501 126 N. shall not be self-resetting. The activation of automatic a; - sprinklers outside the hoistway or machine room shall not �0Q �� yOoMG 05-�����00 - - - - disconnect the main line power supply I �,r „•� � McKINSTRY ESSENTION, LLC ACP-1 ao I Q!$ SEATTLE: ' 1 5005 3RD AVENUE S WA 98124 127 +d• so4 b 502 - g; ' ti u6 „ Hydraulic Information SEATTLE 669-6223 S _- _ _ -___ _-__ ---- -_- - _ - elnoic Area Si sn Lower Level Remote Grid Proof Calc Area 8 OCCUPAN -Y CLASSIFICATION Light Hazard PORTLAND: O•_7 16790 N.E. MASON ST., SUITE 100 129 '-6 128 A P-1 IT-7 � DENSITY o.t00 m/ft'f0r9aa.00ft1(Actual9a4•o4ftZ) PORTLAND, OR 97230 TOTAL HOSE STREAMS 250.00 503-331-0234 -_ TOTAL H DS FLOWING 9 115 505 K-FACTO 5.6 www.mckinstry.com o TOTAL W TER REQUIREll 471.•73 k' 131 I TOTAL Y ' 'SURE REQUIRED 68.443 PROJECT: 506 BASE of ER m) 471.73 Wd03A BASE of ER(psi) 68.443 Tigard High School hPENTO I SAFETY RGIN(psi) +20.292(22.9%) 9000 SW DURAM RD. o r /--� Tigard, Oregon - w 508 UCITURE -� 4 REMOTE A REDUCTION BASED ON 10'-6 DECK HT..39%REDUCTION=915 MINIMUM AREA ••`�V/ \ OH 1 , I 503 507 •. : - " . - -. S'✓ M�142 ho- TOILET - FLEXt1EAD TYPICAL DIAGRAM 72" = 55' OF LOSS NOTE:ALL CEILINGS ARE 9'-0" U.N.O. suNWkO FIK xx XQiE 1 mxka�xk t �, t 2. DENOTES END OF LINE AND INTERMENTANT RESTRAINT �j 3. - - DENOTES RISER NIPPLE LOCATION N � SID - - == _-- - - _ e - ACP - .9-- 4. FLOORS WITH 100 PSI + SUPPLY, TO HAVE HANGERS WITHIN V-0 FROM END OF - to .C. -'1ti�D' I 1 . 1 Gws t r �t 10 0 1 BRANCHLINE / ARMOVER AND TO BE OF THE APPROVED RESTRAINT METHOD. " a e 5. TAKE CARE TO MAINTAIN PROPER COVERAGE WHEN UTILIZING 9'-0 FROM WALL ALLOWAI I E ,rr S1 f, 6. ALL AREAS AND ROOMS LIGHT HAZARD UNO El FOR SMALL ROOMS UNDER 800 SQ FT 7', NORTH s� I I I r e+ . '. ., , . •. .0 aa' .. . .' .. lei S2 - - ---- -- -- -- - - ----- -- -...------- -- -- _ ---- -- - - - -- .._ _.- ------_-- SE - -- - - -- -- - E.. I q� r„Exw EEEe 2 d/CEMIB - GIRLS.-LOCKERS w a 52 E LONER FIRE SPRINKLER PLAN 8 4 0 8 16 ORR . . „ W004 1 GRAPHIC SCALE: 118"= 1 -0 it 1 000A 1 ," GWB-1 Sprinkler Legend 110 4 P 9 Symbol Manufacturer SIN Model Quant K-Factor Type Size Response Finish Temperature Note S ACP-1 " ' `� Victaulic V2704 FireLo 165 5.6Pendent 'b Quick Chrome 155°F SF Victaulic V2708 FireLo 33 5.6 Upright Yz Quick Brass 200`F .4 Tyco TY3338 DS-1 2 5.6Sidewall 'h Quick Chrome 200°F db -- ------ -- --- -- � 4', I, Victaulic V2710 FireLo 1 5.6Sidewall 'r4 Quick Brass 200"F SEE FP-9 oa STOR AUX GYM W 005A W 005 I I I / n � SEEA6.51 FOR h,. - w RCP THIS o :� ' AREA o i / AID It! I I � - D CONSULTANTS: �y . 1 o r-O s� LCG PENCE CONSTRUCTION PORTLAND, OREGON i a 1I ---- - SG _ GWR " 1 t l 1 100 i h o REGISTRATION: 0 . r q 4 h FOR OREGON DPD USE LOCKER III w 00�4G' SH GUYBr2 UNIFORM GWB-2 �. - STORAGE "' 6: 6"..' 1 '' 1 0 h ,�I>4sy Ql�'� ^ 1pl r..c '' b I g� : ' STRUCTURE - 1 1 h 193 oa d 1a 5 ` !/\ L% Q� SEE FP-9 OPEN TO BLQPEU 12 2"` 3 :. 11 k,+�+d y c,,CP��� .. � :. " o' `•B 14,;8 IN _ •` * -• 113 1 `(;' ES: SH W007D yer ws �°°.� WO 7C 1 - - ,,. 9. to 165 Gj 5 9 \ '" 'kI . C F( t . o. .+ 14711 . - 3 n Woo ISSUES: 3 3', 2 8 d1 204 3 " .,' .- 10•_02 'Al� 7-6 t a:1.8 8.1 : �: 'a". }. w 3', s.-4 . 3 '- 228 h v-,1 0•,3 . . GWB.1 MEN `, r s si o 0.8, 5 Is, i o $ 3 y.7. ,1'-0 ,A _ 152 162 \ __-__ g_p NO DATE DESCRIPTION o -I W014 10-22-18 FOR REVIEW AND APPROVAL b WB 2 1 + c .� . H 2'•11 1'8 6'•,0 0 �'2 18'•14•+ vsCORR . 151 - 150 10•_0„ . �. .. . :- 4,•Y ,., ..9. 18'-11 . o•, , �-. 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Cl) Cl) 1 h o O�k W JOB N0:W06 00000 w -- A ---- .- _ �_-- Qf� 2'8 8 4 10 O'-8 8'•4 8 1 V-7 a 8 4 8'• ,-7 S 3'- o'e - - �� b o s q row �� saa I •-11 CERAMICS �t'� Qt$ y J1. SUPPLY FROM SITE o se P m ke ko m i•/ S00Z SHEET TITLE 140 �, o j - mlb + O 5 QJ' I a e p,- OPEN TO STRUCTURE I E --T-=- FDC SUPPLYi WOO �� b A +d� ,; LOWER LEVEL AREA E ENT OF WORK.SEE FPI ,� - OH-1 i, SS 1'h 1'h 'h N 1'h 'h 1'h '�h 1" 0.6 'h 1'h �' STO E j FP- 1'- SEE 2 0 + • LT 2a s'•a •,o o- z•s a.e 3 ,0 6'-b-e o- 6'-6I sdo- 9'• 'a 3.6 I I SPRINKLER PLAN Qt a I N INI G a BOILER ROOM LT ir•-6 4 s•-11 h b N S0 B OPEN TO W sos s-o eat - T-9 A a ' I ETN OOM W010 DRY TE DRY ' M ` -- STRUCT E 1Rd 11 g -- OPEN TO - RQOM 1 .Rt3 •. ,2 f. t}^ + SHEET NUMBERTceq* - T' d m _ ACF-1 b 4 % g GWB J, R; ~ G B 1 0, W. a iw jb - Qj o i ' oo 6 + gQl + �3 tiill FP10 OF 10 4 m�91A�d 1� m�N - .9 �- So -- Ci R sr o e►n �, � ,b '� o �q. ► 3 � 3 3 +• 3 1 -- -- 153 163 168 1 a- --