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Plans (27) F PS2020 -00 100 FIRE PROTECTION GENERAL NOTES °' SCOPE OF WORK MATERIALS AND INSTALLATION NOTES Supply Flow Test Data • All materials 1 installation methods will comply with NFPA#13, 2016 W • Building Construction py u /� Test Conflucted By Tualatin Valley Water District Edition, be UL Listed or FM Approved and manufactured for 175-PSI i= V La Q Test Witnessed By Herb&David • Existing C-1 Commercial of Type 111.E construction 0 H~+ ?, 'Date of Test 06119.120,4 �� • Approximate building area (overall): 124,485 sq ft working pressure. z (� Time of Test 9:46 to co - --- 18"minimum clearance shall be maintained between the sprinkler �, • Approximate building area (in scope): 1,290 sq ft _ Location Hall Blvd(Behind Target) 8' s B 3� 5 4 3 2 oa o� • Seismic Design Category: D deflector and the top of any obstruction or storage. COO Hydrant Numbers s1W28C33FH50 r�� • All system gauges and valves must be accessible for inspection and Li( VJ U < Static Pressure f 7,.000 i ; Sprinkler System maintenance. m F Residual Pressure: 83.000 • Three(3)exsiting wet fire sprinkler systems in primarily Ordinary • Stock of extra sprinklers to be provided in accordance with NFPA 13. C .0 N Flow asao.00 • All control valves to be supervised in accordance with NFPA 13 and as > U) Hazard Group II building P = x • Scope of work limited to renovation of Light Hazard entry area and local codes and requirements. Type and location of all supervisory N •(� w i3 bathrooms devices to be coordinated between necessary trades. All electrical and Z }, • All existing piping and sprinklers to remain as-is except as noted on fire alarm connections to be made by others. Q co thesedawns • sprinklers tem to be monitored in accordance with NFPA 13 andU .� .__ .. �`'''x _. ._ _,„___E. ,,_> _rr-. _....__.i ---.- ._ • Design drawings 2016 Edition local codes and requirements. All electrical and fire alarm wiring and 19, ICJ 4/4:\ '•, ; - �,- „ !; - ======-...-:::=,=====.1 J rc ;' • Maximum sprinkler spacing in offices, conference rooms, and similar all monitoring services to be by others. FP-, ..-.-±-,.:7,-...17,..._.-,,..x,-_-_ .-' 4_:_._ ,-7-,7;.,==.==.25T_ -rs.:_�_-_:.ori_, - :_- - • A permanently attached sign stating the required design criteria for L 0 a4; _ F. - -- ' - areas per light hazard requirements(225 sq ft). _ + ll=_- _ j ji • Maximum sprinkler spacing in all other areas per ordinary hazard each hydraulically designed system will be provided. w,Le O j t - - t II requirements(130 sq. ft.).• s - _.__ NO WORK!N THIS AREA I r �: i • All sprinkler heads shall located to meet all requirements of NFPA#13 O i EXISTING TO REMAIN a ! for obstructions Pipe- 1"and smaller: Schedule 40 blacks#eel with threaded fittings ,3i F_ ! nj � ag Q e 1.1-.! Po ` • All piping to be supported from the structure per the requirements of Fittings Threaded F' 'n s - #125 cast or ductile iron • NFPA �..__w - --` I r Hangers - Top beam clamps and band hangers(see details on plans) Fa OCCUPANCY 1 DESIGN CRITERIA 1 SPECIAL COMPONENTS Sprinkler Heads - Rated for#175-psi workingg F, pressure(see head legend for details) ...,- Offices/Entry/Bathroomslves - All existing to remain O � Control Va BxISTlix3s NIAIN(rYP) �! Riser Valve - All existing to remain a- • I a'• EXISTING 1�: BRANCHLINE(TYP) s, t ,'' • Primaryoccupancy is Light Hazard Alarm Devices - All existing to remain I i f • `' `; _ venter �. ��i.. 6 lb re ( f • Design Criteria: 0.10 gpm/sq ft over the hydraulically most remote Backflow Pre -Existing to remain ,;�� 1 1125 sq ft(including 25% reduction for QR sprinklers)with 100 gpm FDC - Existing to remain SEP 21 ° outside hose allowance 2020 w c} ---T • Sprinkler heads to be used: CITY i i _ L/ µ , _ • 155°F 5.6K quick response brass upright in all areas without ceilings EM.PL N r Di`J IJ O T 4 4 ,la ,,, .. 1 semi-recessedpendent in all 155°F 5 6K quick response chrome e areas with ceilings on return bends O 0 uj N '�J O w -f EXISTING 1W BRANCHLINE;(TYP) - ti U { -_. _ --i-..--;,,,,'" - cwt) CO• • . eo y z Z 25 ! • r- _ -._.- Z OZ w 0 _1, ' I flt�ll ..,�. UPRIGHT J O --� - - SPRINKLER HEAD i _ _ cr 0---- 24) FOR '' O Z -J J O EXISTING PIPING SHOWN IN THIS AREA , ' HYDRAULIC REFERENCE ONLY. ;! z z M 0 NO WORK IN THIS AREA 23 NOW REMAIN \sa/ I z > f { F EXISTING TO REMAIN ` I WORK IN THIS AREA. EXISTING TO J F 0 2 NIPPLE O CO U O a r !�y LEr-.- - ---- 1. EXISTING 1'h"BRANCI&INE(TYP) r • a' 00 BRANCHLINELENGTH AS NECESSARY TO _ ._ MAINTAIN DEFLECTOR AT 3 C7 0 • 1 ,-_ 1 0 BELOW DECK: w C5 W w W - r # � ice¢{ ( / a� ��q fit, - � �? ii , Vl Q CC •i� l / .' ..,.../' // �j r / ?f f I,G-, 1.tl/ - -,.�_ JT rrrf -� _ r - c .. E i I C' 0 0 0 t:° :. / Mile G.... ,r 4 " /i .. ��',' F •20 i� 7 i i G:. IL / , _ �. - ®� saazitm�' I NO WORK IN THIS AREA I E t" / /� ::-.7W./' 2,':, �: /�/ r r is' i.•%�` _ I.hr� a � EXISTING TO REMAIN ,_•- • ';.,-.:..,,•-,;;;,:.:,,,,w,,,, J / ' �� 3 i ,:.. ? ._........ .. _ �■ i j SUSPENDED � 1 O 1 iI s• ,„ '%/ ;,-- 'i e i f a r // i,, �_ - - - T J=� BRANCHLINECO J I nsld t %' ;y�/ %1 ': fir//:' ; r; y �/l. r�, :/'. !i/.;.. '/ 4y. ` 3 ,-. `` : =° M W I ?' '�/ CEILING SPRINKLER 3 ,� s j// , r �/ // it ` / / l -' latritljrrieffignit onroffiii _ 5z - iii _. _.? NI /.. - - i BT 11 . , ,, _ _ �" -4 TYPICAL RETURN BEND DETAIL SPRIG UP DETAIL •.,.;.,-,.. "x f - '/ // i.. +'/ „ /. I ,' ,r ' •ii - - �' NOT TO SCALE NOT TO SCALE >- • - -.i1-- i r z .r ,: ; .'; !--,41V5,"4,444.4-.4.i.', ;'r✓' $� 1 -,,::45,4,,.;.,-:,(,,,_---',-..,-., Hanger No. 01S z - -JT- -- i�slk Rf ;✓., -:a / 's• -.7 {�f.-../ /J r t13 tAr...;.:,;..-.::,:::.Z:";I/ ///` sc^ i ,/ t' - e- - , �ss Top Beam C-Clamp 3 -- ---:::,i':777'..:;.Y;.,/, �./ /- / i s r;{? .T_ t. +fit ter. °Li i .,. ' .. / /..:%'. / { < Tr W -:, ,�._, n , . i..' ,..,.- 5"'. :k..{ a_ SL,. , <;;>. •,.. Z�� ..... .. _ .._F8 -- -- 1 + -' Steell-Beams :. Z-1 ,/, / / Sr ' 'i f _ . ' z_. �.__ .. -_ -!!--, .:- 4''''' • LftuoModel 00Michl9an V ❑ / , //, �r - i // .1� fI- /j / G Bar JoistCO Et Top Beam C-Clamp y/ p , 3 0::;e-,'; ;// V/. : �e :../ f' -. -__ / S'.7,';,;•-::/1:.:111;;;;.('-1,;;;::',7;:: 6rE tial G W /v / / / ' / i with Lock Nut N p W ::::::;• I` i/f•/I/ f/.�e r//� /: EXISTING 1`/.'•BRANCHLINE(TYP) -- ° AJI 9 D %�/ %/ 19 10 �: /,': // // Thread 0 1 J /i / /,/1 r?• s +_I 2 U - Rounded t° t / Rod .... �+ �/� %/ - C Nearest InchFill. 0re / �,. . � i r r p �. t A Tri-{�S� A`-'=;s.- ' --- - T. __ SEE DETAILS FOR THIS AREA oc r Pipe ON THIS SHEET Swivel Ring 1 , a • I I W LL A __f-.._ _._ f• 0 10- in nub i {{ Item 115.7 ttSm :rs !_ 0 - Q y O Q (� -- - Note on Plan.Hanger Number and Dimension ,,/f7.i.n INL2.33 I laL21.6 I NIC 243 MG3-I.3 - i 'J Z LIMITS OF WORK o - -.r.. 4.5 3.5 CC O X = E �l I III 1 CeLU ! I I L r� O r uJ B 5 4 u 0) z a a CD I' ` ' I .._._._ ___i - L i I ___.....". - - -_j43) - -- _-- -- Hydraulic Site Plan1 i, E r/ a01132" 1Ft -- -- O , .... �I�J01.. _ __ .. ._ =�d --_�.1 I , , _ - /// I t \ \ _ ii g ��yyy 0 32 64 •• + PLAN J �.� rr 3 s. g oOi3 (T \a �' o 0 e O 3 3 ra 3 0 ' �_ 3 ro € 3I 1 I 3 3 rO Q�\G 3 ro 30 1'/, sir z � Lto NORTH .a.ww..w wa -_ __ _ *'e•. aa.a.�. air- fGL _. =Y 5'-7/� 1 N w CO O co 0 ( 6'-11 442' 3'/ 13'$ 'Z H'-11 1l)'-10 12'-0 EH_ 13'� 1 iB'�'/z '-49'�i 3'.7Yz ►� ty' i p 0 EL w 0ME IEE 3 46 I--' 44 iBl ttiT t-0 Y� r .- Q� / Z gO ; , Ini 1'-8 It _-r1.1_99- __, ...; .. -_..I I - I i c y_yQ %. / w ¢ U w 0 r I- r : �r: r' - .�.� 1r N r 1 ./..r / r/1 - U ll fn 77 r • • • • • , GRAPHIC SCALE • .�_ '� ,� �' � /� L 1 I t Tib I I /�, Ei I- ccwx ' ii+ •' l r -. rl� o �I i �I i O w Z w Z w Fe 1 - �4/•_ f �/ z a U� D.7741 21 1 N -I i ¢ a ■ r Is Q ii �Ip O ri� �I� 0 /%` Z Cn r i I r•, r - ----- ._....- ® •1 r ♦I ! a • li i i I r •. I W '; .'J ■ r- YI� TitO TIN 1 r1� I ' j , _.+_} Ji -fi- �(9, \G� LU �� • .I T 1 i 1 t/2 14--� It 1 Ito 3'�10 L 3�-10 H T Q�C9 ��Q` �Q �/ l' OLii J ILE 44.3 RID; 1 1 1 - 5 I, , / ¢ W w 0,-0 • rIti a y7 1•.S f3� L . #o \G b ; _ �� Z w c}nwo ■ Z. �_ _________, I - f-------- . :, On_ " `iYr I I =- -- •■ ■ ■ �r�7 E ms-I L M 10 I - C 2 _i ¢� ¢o III _i_ I 1 ,\ IiA 61': ��-� 1'. ♦I w Z I- Jia■ Sprinkler Legend , . '-s'/, rod Q ri- , TI I o O a w a w1IridrimL__ Bit \�� �°° i yr d U wil Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature If/ _ „ , , �,_ ■ = ti• Z LI t n 'I i _-•_. '1ti I I ---' 1 - • i r rte...- -'--- i ��_- ISH ] L. 4. Existing to Remain 25 5.6 Pendent /: Quick Chrome 155°F I 1 isr 1 ; i ��- l_ __ _ _4 I 1'/a_ 1,6_0: LLI ,..: ■ Tyco TY323 TY-FRB 9 5.6 Pendent '/: Quick Chrome 155°F ‘„,„fi �! © 2'-0'/� " ---71 --0� 6.4 • O '/ O { IO IIIO O �� ~ O �Q�Go- 4•-0 y3'-0- o1 �i.,..,11.�« .. .. r. t. ,. .. r: - ... , ---_�_, _.__.. _-L..�-1-.. _. --- --'---.. . y ■ Tyco TY313 TY FRB 10 5.6 Upright 1/2 Quick Brass 155 F -�- - ■ - - _ - - - -- _ - • _ Total =44 il ■ _. _ + OFFICE COPY . a 513 ALARM VALVE u, Hydraulic Information 1 z Q) wI CONTROL VALVE °{- ^{- �I LEGEND OCCUPANCY CLASSIFICATION Light Hazard Tmmi.. ce i CITY OF TIGARD Z • DENSITY(gpmft2) 0.10 for 1125ft2(Actual 1205ft2) Approved i- EXISTING PIPE TOTAL HOSE STREAMS 100.00 Conditionally Approved [ ] u til cc -laid II III 11.11-11- il TOTAL HEADS FLOWING 16 For only the work as described in: r FIRELINE RUN-IN K-FACTOR s.s PERMIT NO. Fs �-z r- eu7 I TJ. i i I I • NEW PIPE I TOTAL WATER REQUIRED 419.55 I See Letter to: Follow I 1 o 1- • TOTAL PRESSURE REQUIRED 61.321 Attach i a 0: II Existing Riser Detail -For Reference Only Jo AIDO: qp// -SA) -SLG /.�->rc/d IE' I ' BASE of RISER(gpm) 319.55 [f UJ .r N;MI�iiD1(0;1�00 114"= 1' FOOT • • BASE of RISER(psi) :::(13.5%) � By: Date:0 1 2 3 4 5 10 4 I SAFETY MARGIN (psi) •3.5 O :• Z SCALE: AS NOTED • • • • ■ oc oc DRAWN BY: M.oAV1S 0 GRAPHIC SCALE O Area of Renovation 1- 0-1/8"= 1 Foot z JOB NO.: -- W SHEET P LAN 2 4 6 8 10 20 J U NORTH o FP-1 ■ ■ ■ ■ ■ GRAPHIC SCALE