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Plans (106) F PS2O 18-00078 2of2 _ J ENGINEERING ....„77;,c);V:ztelP"'"- dpfirribi 0.,-. 1411" A. 0 4...Prrat 4ft lik / APP 77506 PE 1-18-2019 OREGON �f4N 10 `k��P'' Y L p V ISI 01\--- I EXPIRATI ON DATE:12/31/20 1 RE • - RECEIVED JAN 3 12019 CITY OF TIGARD BUILDING DIVISION OFFICE COPY LEGEND CITY OF TIGARD D FOR CODE COMPLIANCEL LATERAL SEISMIC BRACE Approved: 1 Lang LONGITUDINAL SEISMIC ,— OTC: �—N► BRACE I UG1 I E !S"; 3" D.I. j -ai? � *way4-WAY SEISMIC BRACE Ilaaasaa Maalsaall#1111111111111■lllllllallllsmosllllla osiswumanium llanslssmumllslls1111a11!11111!11111!■ osllllllll■lllasa1111111■asmosia■llaalaaaaaassesnaaaaaaaaaaaalal1111111111■llllllllsslillaal■*lalllala■allllsllssmoss1slllaaaalaas Permit : a a 6 a LL • a Address: p,c( 16 k CEN ERLINE)ION ip .I • Suite#: *,t` ABOVE FINISHED FLOOR , . : ENGINEERING ,. B ,, -- GENERAL NOTES " j ► � () (9 J "... \��; jai / A. THIS PROJECT CONSISTS OF THE INSTALLATION OF NEW WET PIPE SPRINKLER SYSTEM IN NEW BUILDING. ALSO REMODEL OF EXISTING ADJACENT OFFICE BUILDING CONSISTING OF �f. �. RELOCATION OF EXISING HEADS TO MATCH NEW CEILINGS. C 77506 PE a BUILDING IS WOOD B. COSCO FIRE PROTECTION WORK TO BEGIN AT FIVE FEET OUTSIDE THE NEW BUILDING. 1-1 8_2 019 CONSTRUCTION WITH ROOF C_ SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NFPA 13 2013 ed. STANDARDS OREGON 1'/.SfiANCHLiNIr INSULATION ON TOP OF 3'.4" � �o PIPING CAR DECKING. (COMBUSTIBLE) D. ALL NEW FIRE PROTECTION PIPING TO BE EITHER SCHEDULE 10 (2"AND SMALLER OR SCHEDULE 40 BLACK STEEL (2-1/7 AND LARGER) PIPE. v�9N o �o° P� I _ TO PARAPET, ,I/. E. PIPING TO PENDENT SPRINKLERS SHALL BE ACCOMPLISHED BY USE OF THE FLEXIBLE SPRINKLER DROP. THIS INSTALLATION ALSO SATISFIES THE REQUIREMENTS OF NFPA 1 3 SECTION �Rr [ o'Nc TOP OF ROOF I ;- - — 20 - 0 9.2.3.4.4. WHERE SYSTEM PRESSURE EXCEEDS 100psi. FLEXIBLE DROP CRITERIA: 48" MODEL 2048 - HYDRAULIC EQ. LENGTH OF: 32ft, MAX 8 90" BENDS 14, H „ FIRE PROTECTION SYSTEMS DESIGN CRITERIAARE AS FOLLOWS: 'ExPIRATION DATE:12/31/20 SI�iUGTlJRE-HLG r .�– .. . . ..... ..... : ,_• I � • I ...,,. - + '�� -i_LI _»(. i_.f_J_-1__t�l__t�.1-..h._I_. _.. _i..l_i.- :i _Lf-/j_.i_.3__L �.. 1 I : �. , .3.._i_,. �_- ..i 1 . l c. _._...��.LT1_._i__f_a I i i-(1 t l..-- --_ `1. 1 �+ Y -I'---: ;.:. t .;.-i,,.i_i_:..-_� MOS �iir�'- '..�'.. --- --..._ T.O. ROOF 2.1 (a) FOR COMBUSTIBLE OBSTRUCTED- 167 ft CONSTRUCTION - l{ �- ' iF. A.)AREA F IS WOOD POST AND BEAM CONSTRUCTION - COMBUSTIBLE. HEADS TO BE SPACED PER NFPA 13 TABLE 8.6.2. sq 18' - - �. -. __° -- --. -- _ I _STRUCTURE-LOW„ /. OCCUPANCY, DENSITY: 500sq.ft., HOSE ALLOWANCE OF 100gpm. 1 I —, 1. ______._aLIGHT HAZARD NSITY' 1011 I I ! 1 " 0 8.) ELECTRICAL ROOM TO BE SPACED AT 130sgft MAX PER HEAD I rr I C.) EXTERIOR CANOPY TO BE PROTECTED BYA DRY SPRINKLER HEAD AT THE NE ENTRANCE. REMAINING OF CANOPY TO BE COVERED BY PIPING FROM EXISTING BUILDING. n ,I I r G. STRUCTURE IS COMBUSTIBLE IN STORAGE AREA D. NON-COMBUSTIBLE STEEL COLUMNS AND BEAMS WITH METAL DECKING ROOF. LI [ H. PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE CENTER OR QUARTER-POINT OF THE TILE. /' I. ALL UPRIGHT SPRINKLER DEFLECTORS ARE TO BE LOCATED WITHIN 12"OF THE DECK ABOVE FOR UNOBSTRUCTED CONSTRUCTION (STEEL BEAMS LOCATED FARTHER THAN 7%ft APART) I G i / •�- _ AND WITHIN I TO 6" FROM THE BOTTOM OF THE STRUCTURAL MEMBER. MAXIMUM OF 22" FROM THE DECK ABOVE FOR OBSTRUCTED CONSTRUCTION (STEEL BEAMS LOCATED BETWEEN 3 LEGEND I G FLEXIBLE UPRIGHT TO 7ft.APART). I-at LATERAL SEISMIC BRACE L. i SPRINKLER DROP SPRINKLER il L L__ _ i I J. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. .rW�► i i C Lor%g LONGITUDINAL SEISMIC . ,.: K. ALL NEW FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES INCLUDING BRANCHLINE RESTRAINT PER NFPA 1 3 SECTION 9.3.6 (SEE HANGER DETAIL „"._r. BRACE 2''A SPRINKLER 1 22 Y SPRINKLER 4. THIS SHEET)AS PER NFPA 13 SECTION 9.3. - NEW CONSTRUCTION ONLY `'` 4-WAY SEISMIC BRACE RISER(SEE I ` MAIN L. EXISTING OFFICE BUILIDING IS TO BE TI UPGRADE ONLY EXCEPT SMALL EXTENSION OF FRONT FA9ADE AND NEW CANOPIES. DETAIL) M. FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECT ION 9.3.2. ccs PIPING ELEVATION I p� (CENTERLINE) N. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. I - ELECTRICAL CONFERENCE ' INTERPRETIVE i * ABOVE FINISHED FLOOR I I Q. THE FIRE SPRINKLER SYSTEM IS TO BE HYDROSTATICALLYTESTED AT 50psi ABOVE CITY WATER PRESSURE FOR A MINIMUM OF TWO HOURS. CURRENT FLOW DATA TO BE VERIFIED PRIOR k i ROOM ROOM LOBBY TO TESTING. �a PIPING ELEVATION 205 201 200 P. SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE INCLUDED IN TWO 12-HEAD SPRINKLER HEAD CABINETATTHE FIRE PUMP ROOM 24 HEADS TOTAL . �,° (CENTERLINE) �, j ( � * BELOW BOTTOM OF DECK I. 1 UPRIGHT SPRINKLER TO BE 1 Q. AUXILIARY DRAIN VALVES SHALL BE INSTALLED WHERE THE VOLUME OF TRAPPED WATER EXCEEDS 5gal. IAW NFPA 13 SECTION 8.15.2.5. INSPECTOR TESTAND DRAIN VALVES SHALL BE INSTALLED WITH DEFLECTOR @ 22" 0 HYDRAULIC NODE POINT I BELOW DECK(OBSTRUCTED INSTALLED AT EACH FLOOR CONTROL ASSEMBLY IAW NFPA 13 8.17A.2.4 I CONSTRUCTION)PER NFPA 13 R. ALL MATERIAL TO BE U.L. LISTED AND FM APPROVED FOR FIRE SPRINKLER USE. 1- - 1 HYDRAULICAREAOF I 8,6.4.1.2 AND COMPLY WITH 8.6.5.1.2 I S. DIMENSIONS INDICATED ON PIPING REPRESENT THE SEGMENT LENGTH AND/OR TOTAL CUT LENGTH FOR ALL WELDED PIPING AND CUT LENGTH FOR A LL THREADED PIPING. 1 _! OPERATION BOUNDARY 1 T. ALL DRY TYPE SPRINKLER HEADS WILL BE MADE INTO THE FITTING PRIOR TO FINISHES BEING COMPLETE IN THATAREA. DRY TYPE HEADS ARE CUSTOM ORDERED FOR LENGTH AND -- FLEXDROP TO PENDENT I HAVE A LEAD TIME OF APPROXIMATELY 3 WEEKS. � SPRINKLER _ GROUND FLOOR /P U. DRY SIDEWALL SPRINKLERS TYPICALLY USED AT DECKS AND CANOPIES, THIS WILL REQUIRE THE EXTERIOR WALL FINISH THICKNESS TO BE FINALIZED ALONG WITH THE ELEVATION OFsalt lRl+. FIRE RATED WALL IHR ANY EXTERIOR STRUCTURE. DRY PENDANT SPRINKLERS TYPICALLY USED IN ENTRIES OR FOYERS, THE FINISHED CEILING HEIGHT WILL NEED TO BE MARKED ON THE BUILDING ALONG PARTITION WITH LIGHT LOCATIONS EITHER MARKED ON THE GROUND OR CAN SET INTO THE CEILING. IF THE CONSTRUCTION SCHEDULE DOES NOT ALLOW FOR THE FITTING TO BE LEFT EXPOSED WITH RATED WALL IHR BARRIER 4"UNDERGROUND UNTIL AFTER FITTING MAKE UP. COSCO FIRE PROTECTION WILL NOT ACCEPT ANY BACK CHARGE(S) FOR PATCHING OF ANY FINISHES LEFT OFF TO FACILITATE OBSERVATION OF THE --- FIRE RATED WALL 2HR LEAD-IN FROM WATER SUPPLY FITTING MAKE UP. BARRIER AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING 0 ' BUILDING SECTION JURISDICTION IAW lNACCORDANCE WITH FIV FIRE HOSE VALVE SCALE: 114" : 1'-0'r ROOF DECK GLU-LAM BEAM GLU-LAM BEAM - NTS NOT TO SCALE PRV VALVE PRESSURE REDUCING ~�``...� ` : DR DROP(PIPE SIZE x 1/2"x0'-4"THRU BOLT 112"x0-5112"'THRU BOLT -. LENGTH) � WOOD PURLIN \-\ ...\NI, RN RISER NIPPLE(PIPE SIZE1, LENGTH) 1: +--3"CAR DECKING AT ROOF TOLCO FIG. 980 UNIVERSAL �. DN DOWN(PIPE SIZE x KEY PLAN 318"SAMMY SWAY BRACE FITTING TYR \ ' \\ LENGTH) + SIDEWINDER TOLCO FIG.980 UNIVERSAL UP UP(PIPE SIZE x LENGTH) z A _ _ :. - + SWAY BRACE FITTING TYP. I� II 318"BTM SAMMY SCREW .,, 2 J~` Hydraulic Information - Building F a co m II Remote Area 1 P .. — _ -.. 3/8"x 1'-2" H $'�� `" o lr ALL THREAD ROD 3!S ALLTHREAD ROD - 4 ;% C 1- OCCUPANCY CLASSIFICATION Light Hazard § A 1 • r " ` r ~t. STEEL PIPE DENSITY(gpmlft2) 0.10 for 1500ft2(Actual 1158ft2) 1r r c'`:J U LL LL QUICK RESPONSE REDUCTION 18'-0 Ceiling(28.0%) 1080ft2 B =1 �� FIG.200 ADJUSTABLE I STEEL PIPE E o _, ., RING HANGER �k LATERAL BRACE �.� TOLCO FIG.OLA cv i- N TOTAL HOSE STREAMS 100,00 I I� TOTAL HEADS FLOWING 14 I ( ¢ t FIG. 200 ADJUSTABLE . . `� PIPE CLAMP FOR E ;,, RING HANGER r SWAY BRACING K-FACTOR 5.6 I f j TOLCO FIG. 100? ~ WATER FLOW INFO -- ' j . . PIPE CLAMP TOTAL WATER REQUIRED 332.68 71 6 a1.E a 16 TOTAL PRESSURE REQUIRED 52.103 STATIC. 96 PSI D Z -- 2 SAFETY MARGIN (psi) +44.892(46.3%) RESIDUAL: 176PS` SAMMY SIDEWINDER SAMMY WOOD SCREW #101 LATERAL SWAY BRACE #201 LONG. SWAY BRACE L., FLOWING: 11,764 GPM • **NOTE: AREAOF OPERATION REDUCED 28% IAW NFPA 13Ep20 PSI: 1 3,494 GPM SECTION 11.2.3.2.3 WITH A MAXIMUM CEILING HEIGHT OF 18'-0" DATE o6m7ne c ° ° L° : AND INSTALLATION OF QUICK RESPONSE SPRINKLERS. LL (j U a3– - LOCATION: SOUTH END OF 65TH AVE "NOTE: AREA OF OPERATION DESIGNED IAW ROOM DESIGN INFO FROM: CITY OF TIGARD PUBLIC WORKS iS 6 METHOD PER NFPA 13 SECTION 11.2.3.3.1. PUMP GPM: N/A PUMP PSI N/A TYPE: NIA a Z'3 w C CO l �^, 0 o v .� .1 SID g0Qa UPRIGHT SPRINKLER TO BE INSTALLED -a , , WITH DEFLECTOR a© 22" BELOW DECK FIRE RISER ASSEMBLY - DETAIL A FDC ASSEMBLY - DETAIL B IT D SPACED 168 ft (OBSTRUCTED ° I \ KEYNOTES: KEYNOTES: 0 m m m CONSTRUCTION) PER NFPA 13 8.6.4.1 .2 `� '� �' #101 LATERAL 1 4"SUPPLY DOWNSTREAM OF BACKFLOW 1 2'/x SINGLE PORT FDC 7 AND COMPLY WITH 8.6.5.1 .2 PREVENTER ON SITE UNDERGROUND CONNECTION WITH CAP SEISMIC ZONE 2 THRUST BLOCK PER NFPA 9 2 21/2" GALV. SCH-40 . 2 i Q 3 1W MAIN DRAINDISCHARGE TO 3 2W FLEX COUPLING 2 -- -- r j. ATMOSPHERE 4 2/x VICTAULICCHECKVALVE � ` _ N I �- I I 4 4x2 REDUCING COUPLING 5 21/2' " GROOVED REDUCER ct 1 ). LINES TO BE INSTALL 202 .\ � _. 1 �� 5 GAUGE ASSEMBLY 6 2" FROM SYSTEM } '� '' , .>�� ►�� 6 2" DERINGER DCDA WITH METER 6 a MIDPOINT BETWEEN BEAMS rl '., O O , O O f1• �- CUBI0 . 1C ' _ , o �Iti 7 1'/+"AGF INSPECTOR'S Y Y BRANCH LINES TO !if ao ,,� �'�1" ,��1 ,� 102 105 1 ` 108 O' a TEST& DRSWITCHILVE .. CI 5 5 IN 1 CV 11 I. '� 2�2 9 2"OUTTO SPRINKLERS 8 6 BE INSTALLED WITH m C) 6 �' C I- �~0 (,) ' . SLOPE OF ROOF �,, r- FDC LOCATED ON NORTH SIDE OF BUILDING 12.10 ,; 'w o o`' o� o`"' ` o �; o +� SINGLE PORT FDC TO 6 1\ JANITOR ITO�R �'-, O o << st 9 _9 _ Opo N F ---_ _way r . _:- En CBF . az, ro Co' >,Iti C o0 ,,�^� ,r-- "' C' m "' Ca' �;�, d" BE INSTALLED AT END�O *� O �O O �O �O � o 41. OOFE* 0 2 . O �°�� 2 O 2 `l•� ►�°�" O 2 O �� OF MAIN NEAR PARKING (1) - — v o n_ o r I ,. I I ~+ ( AREA DETAI L B r--� m $ o 0 1 - a• ` i4- 0 2 LP; 8 :3) cs. < _ 1x5- 7-4 C -5 13'-O 8-0 •O 7 4-1 80 ,,, - ,__ -0 s* co , 0, ,,, Long _,„;N ... , . • .,.., . . al _. \ iiii 0 u 0 -,--: 41 u)-5 g E SEE RISER DETAIL A C _ _16 �, a THIS SHEET co co c m #201 LONGITUDINAL 6 _ [o cd 1 s- J �-- ilif c " } , _I , ca $ ' SEISMIC ZONE . -� a o or `` C > E Q w rT _ i RE '"ROOM -s CONFERENCE I , 204 .=_=0. 100 103 - 109 '` o 1 ROOM 2013w � o ♦ - , a VIDEO ♦ (206 + O. o ] ;` ,} �t 4 PROJECTOR E OPE �. Iq = E EXTERIOR I _O % k. c c) ` o c • I I ' 1 SCALE: 112" 1'-0' SCALE: 1/2" 11-0" # a HVAC UNIT o 'r' ;,. T r ..- 2 _, l i _ `r II !TERPRETIVE I i ! FP" 1 1 Q- LOBBY ,�, } I ;.I: 200 ! STEEL PIPING ARMORER WITH SITE PLAN I j 11 : 1 I 1-THREADED COULPING TO SPRINKLER rte' - + ' W O $ 104 107 I I VICFLEX DROP PIPING ;� EXISTING Er • I! • �', I CASCO FIRE WORK TO START UNDERGROUND �� .. • )' W P .1 1 t VICFLEX DROP— 6—Cr OUTSIDE OF BUILDING s,� I CJ s"":, E FROM SIDE OUTLET --VICFLEX rf��f/ z .0 I ,.? 101 , DROP FROM NEW DCDATO BE mem . co W 41) O_ TOP OUTLET INSTALLED IN BUILDING F ,` NEW FDICTO Be W › {y p co P. erce �_ PENDENT SPRINKLER TYP. +I LOCATED ON PARKING iv I ON SYSTEM RISER [� rn - ELECTRIGA _ (N O I f'`.-» 0 �,r-- - sIDEOFBUILDING l� in w/ L , 0Y I.0 ROOM {. ig t - - co VICFLEX r� klv... ('� W O >`a 111 . --- ----- 0 '''-°°° 4 4 Z CE Lolg Et woo TYPICAL BRANCH LINE I ! Et) 2015 w _-_- oCi o ,r C7 BASIC CEILING—, EXISTING 8" �r.�.y.. , . z�z r,0 �Q DEVICE CEILING '�. + r. eI�K���w !- .. co 0 RESTRAINT PIPING HANGER O O q O , PAI, O TYP (UNDERGROUND ` -10 �...a. , a Q 0 a 0Zcf)5 { 1 BRACKET, • IC D IAW NFPA 13 TABLE 9.3.6.4(x) 1 .� .;� .,\q, Jo ��. �Iti x-� �• � "1. ` -' ,, - _;, • m I- N18 0 o I ,� , "� ,. �, NOW "llaCau a X ��1 �� �� �� �� N r `��•. \ -.e ,+ NEW 4"U.G. MEM ti' 'tis; k IZ SYMBOL . �" - . � N. �. I mo: -- 1 ,-- c EXISTING 6" • O BUILDING F "`' ti"� -t Z O I �. �.� .� ".. ...✓UNDERGROUNDfi /�($YOTHERS) fit•: Ly • s 1 I /Z ' "� d+YT.4'1�r{: .}•..�{.•.ititi$tir�r S f s.`= Zw g vi. ^. }, ". ' `y,,•, :. -&") \ i.' 106 I 110 } 112 ,"'` �ri 0 i � ' •, ,N:::f:ti *� ti• 1.7�[.{>.:::' I � ' _ O I i. / ./�-� -•"?t.�'Jf.{h.f'�, •} �e�:lot YJ'•F f a^��'Y= j 2 . r z I_ EXISTING 6" re\N I' - ASG i` 1 I , il i UNDERGROUND I "" APPROVALS REQUIRED --- N\ I i {. I I BASIC CEILING— ACOUSTIC OR GYP 1 I CITY OF TIGARD - DEVICE BOARD CEILING SYSTEM ( PROFESSIONAL ENGINEER (2 ) 'I .. I 1. BUILDING a Is STRUCTURAL i � WORKONLY-NO FIRE "' I � SPRINKLER MODIFICATIONS TYPICAL VICFLEXSPRINKLER SEECIVILLLSITE GS STRUCTURAL REV DATE DESCRIPTION FOR ALL SITE ,, ROOF REINFORCEMENTAT HE """ ° ' UNDERGROUND DETAILS i; I t 0 DROP CONN ECTION AND CONNECTIONS } SAME ELEVATIONS AS EXISTING _ I ~ BEAMS- EXISTING SPRINKLER COVERAGE IS INSTALLED TO BElk -t '�� UNDER STRUCTURE FORk SCALE: NTS OBSTRUCTED CONSTRUCTION I I ! 1 III J BUILDING F PIPING PLAN PRDJ!~T NUMBER 24PD5199 DATE SCALE: 11411 : 1-0" DESIGNER FURNO 06/20/18 SOF 2 5 FP-2 • ENGINEERING Ay . (-3 „._______,.,. ./.___,..‘ .,,,,___........, .....H , , , ) a 2 2 (*) J %f' ^ (:,----,,, ( ,7? i 1 C 77546 PE ( -1\i) P ___._) G sem_ .. �_____� �. T / 1-18-209 i -A ) OREGON � ,/-----e„---- , rr,,--- (ji,_3) ( L, , ', 1.,) i , ��iI� ",� I ti I i [i n- its ,. 4))" ,\<(, `-� ' i { , y 1 , _ ,,•- d' 1 (EXPIRATION DATE:12/31/20 I ,�.v O A 1-'gip 1111 kM I ,;I 1 'F -4_ ,p, , •• ttL 4 (:._. _1, a ,_,. ,1 : , . ,.. li 1 .•, 6 tc_, _ ,.. , , _ ,,, .,. _ _ .. ' i .I .1- 1+1.. s _ '11 I , 1 1 71_. _�: 114,, VESTI6 LES f LEGEND ALL DRY HEADS TO B A L TH ! '-x$10 - -- - RETURN SENDS I - I a LATERAL SEISMIC BRACE -��- _.. __ -- - - . I 1 -- - r 164 1 I �. Long LONGITUDINAL SEISMIC _ MEN ! _ ! TPICAL BRANCH LIN , ttx� 1 .__ �-+ BRACE , 7 _ (:----1'-2)- __ • OFFICE - Tit RESTRAINT PIPING HANGS I _ - = - --� -�� - _ - .,..... es -.:•.- ---. .- _CONF I I I SAW x.6.4>, =1 -OTELING, t !- _�. - �: 4 WAY 5E15MIC BRACE (1 Ai 162 : I GL_� � °- x SYMBOL RE PTIC) __�. 3 I FFI FIC O ! FFI ,E I d PIPING ELEVATION r C IIL,__' .___/9, I I I _ C IQ"� F _ - -- == -�_F_ Ip�� (C ABOVE FINISHED FLOOR Q ; FIC FFIGE �. I � I I i I� I I fill w I I I I I �a PIPING ELEVATION 1 i - I I I � I g I _ �_� 1 I -_. -_ ,o (i„ I I i - - I (CENTERLINE) li 11 ! j I I *� BELOW BOTTOM OF DECK __ _.__.,__._...___,. .__. . ; -' •' - 1 �! 1 !- 0$";0 !t .' L -0,.____-4 10V t g 't0-0 , I '1 I u HYDRAULIC NODE POINT I I 1 1 { -- - - - �. _.) ,,„,„ AI TYPICAL BRANCH LINE3 ------�_.-_." .-- - ; __ . I I� 77) HYDRAULIGAREAOF ESTRAINT PIPING HANGER - 4- -JV NFPA 13 TABLE 9.3.6.40) I ;? I ' I { I 1 I - I OPERATIONBOUNDARYw1/rYr 1� jl5ii 9�ii L►dj i i ifs E i ErDOlNii 'I _ I w r -L _ _ _ - - 7- _ ?4 Y' IX-s� I AL I`� Y_:�-..� �� .._ � ' • i � I , FLEXDRO PENITENTX SYM64L �*. - � I = � � �ta �'ta �I I1 -,- - � -; 1 Odrool � � r � I t � I� .!{ I` I { ! I i` 11 - _i. I- s 1 SPRINKLERT • ,'( 1 [ i F �1D ? { I II �° !1 I I 1 110 - ...s+aa.•FIRE RATED WALL 1HR .i ! {4. I �_ . I I 1 - I! 1 1 I I I • °.� t FFF'.f PARTITION • 70 Ily go s 4 I Ii I I i i I J ■. �■ RATED WALL 1HR ,. / `' I 1 I li ; I -- -- J. E FIRE �� 1 _ I I _ BARRIER , D WALL 2HR `t� I t i I I II S' I E RATE }I 4 A ■ zi� . ', ___I 0 v i 1 - CONF I I ' : \� „ -- _ L -J -- --..� 1 r� I I BARRIER 9 r. .� I $� 1 1 I „. �`�;. it8)-- 9rxo' ��� ia-Cri I AFF ABOVE FINISHED FLOOR 1 �#- i 0 r 129 I I I � y AHJ AUTHORITY HAVING I 41 ,,.�, i . ' �0. * ` I I ta- I I 3' _ JURISDICTION 1si el 0 s ! � a �, �,, � -�--+L I i IAW IN ACCORDANCE WITH I NTS NOT TO SCALE , LOBBY OPEN. iord /,, �! 1 E ' UNTIC t t4. 11s • FMV FIRE HOSE VALVE ! �/ ! l W�MENS ; c�nun c ! 10'-' I 1 - PRESSURE REDUCING " �t . iiiii____I _ ' I F-64°A FF , 1 i 4 ! p VALVE I _ -� r ' _ r F r {' s I' OF 25 ! j__-� (PIPE SIZE x 1 0 ; / LOCATION -- -- � I I ' L I 0 DR LENGTH) , I E I ! --_ l 2 PREACTION .i ..... . fi _ I .. DR s �:.f ti , 1 J , / *w ' #_ i L-_ 1 VALVE TO I 1 I RISER NIPPLE{PIPE SIZE x I I I.. 1 , I I ,{,_44 .--- 9 • I I t c .: I I I _ r - 13. ON DOWN(PIPELENGT1SIZE x COVER SCADA • _ / I i -- ",--/ 1 ,-IiimP' --:1 ./ , o''.4, ../ --/tr-iy .. . / 2 -. I I I I I !. r ., I 13 _jI- .19:::97.,_ \ F _ I LENGTH} *1') 6s e i - >. 1 ::/ -t:_-. ,�'/-1 - , _-/-1=E- 2 I , •--_._+"--- ,r. ` 1 I MENS o� 1 .,� ,; o I UP UP(PIPE SIZE x LENGTH) ..„_,....„ ,/. ,AIMrv1rAl�� - -, ji _ I { ic, OFFICE tFFICE STOR AG'34JST!C ' \ r- _ I ATkI OF Acaus*>v c�auca 117 118 Z:(1[ I( _ t I it : 1 �(r]��� 10 U- I N ao 4'8h� I�' --..._ _... ._ . . I -i _ L I BRAR CO VALVE-TC N o, OPEN � I - I _ � - - :6611 ,--- 12S ��_ `� U 8 - c NTINUATII C01/ER NEW t" ' 1 1 1(s-n"Ic�D. tN _. ! mrd130. ' CON F z I �. _v I fl _ RI R C , RI I I � N r• \ 1� • b C \ i m� I P i E �� # _.-. -_ -.131 _ EXTERIOR A!: -I i ri 0 1010 `� 4-0 -11 1D'14 ls-0 - I - , �. - Q 2 � w I - € _ , • a 166 r 1 gJ 1'� I °"• 1OR10Kfualq.1PR JECT r -- • L[3CATlON OF OR ,� . �I 7 Z - EE CONTINUATION ON -' ! I ! ` a a fE' __ LOCATION OF r �--- m � --- _ --- ENTRY 2 1� SY EM �- =" AREAC 8 D DRAWING-c,,, PREACTION VALVE TO U-a COMPRESSOR 1 1 1 I• i� B 1 2 - i SUPPLY LAB 5 �;' C46-) ! I ;- ! I 1 - -- ! - :1_5. � � u. LL $PRINIiLER .� { 10�lir_ meninwir____vifflogia I I ---4 -- , HAi LUY4I' t- I' j 1 1 - o in o - -71: , 14 1n MECH / p w� a I 1 {� p ELEC I - - 4\ �� �� 1 I 1% i3 1 J m ,n v d 167 3'.3 10 �� 1�-2 (1 `r �1 F j� C t m LOCATION OF2"DRY , .' ' I 1 1 I I DRY/PREACTION FIRE SPRINKLER PLAN - AREAA _ , '- 0 " cip VALVE-TO COVER NEW I I I '~ 1 I . :r a U EXTERIOR CANOPIES I 1 I 1: 1 1 1 1 i I I I i 1: , ;`C' �C '! _L ' SCALE. 1/8" : 1'-0' E .1 - 1 i i • I � 1` I C *1 Y X Y C I r' ALL DRY HEADS TO SPACE ABOVE I I �__,------y-` 1v' � 1 ' BE INSTALLED WITH EXTERIOR SOFFIT IS • RETURN BENDS COMPLETELY NON W cn a a a 0 COMBUSTIBLE fY i OPEN TO ---- 1 -J m ATMOSPHERE _ BETWEEN SOFFITS I -�- �'_.._ �\ ,,� --�.r y ), , , � H Il 0 �'' a a t 'Q - ,-------) -____- 1 F f r -_1111111111- 1 I 1 I 1 ii 144.;: - I •r `, LL ui •in in • in [ 1 _ _mow DRY/PREACTION FIRE SPRINKLER PLAN -� AREAE �, � ,. - _ . _ _ "Iry _ ., } � _�_ ,�_ co co SCALE: 1/8" : 1'-0" 0000 _ --) i - 1 I E; ,� i1k P .4-1.''.7117 ' "4' • 4 0 A t ir4oN4 ... CL D.. M D W CO 0 co co ;► '*.S. 84*44, � 40.44e0` � *�tf 4, a a oc I Qy� 10 s X.,:___: 4 . 1 - 1 ( i f +► ri skic�S` ( -o�', j I �1 I I ►� SEE CCNM7INUATiON QN � 4:::: �I: A#iEAADRAWING ~ ► ��• �� 0(NOMEN S �" r ‘.444$00 IV tev.♦ 4 �. LOCKER I I 'N RUMENT I. 040V..'� ♦OA ► � . cm ceb az g y 5 5 150 # �° i I: 41 i ELCTRICAI� I!; ! ***WO, prtrl .. • .I' W RKSHOP W 3RKSH 1 1 ,� ' � .�► � ," _+.A � vii,1 _ i I I I i 1 l9 4 i ��h ' STEEL PIPING ARMOVER WITH Ir l II i • `� \ 6� � . i"THREADED CAULPING TO SPRINKLER _ _ _ 1 1 1 + �y � ..."1! " i#` >.O O��.� FLEXHEAD DROP I � f PIPING i s R. 444 " } �� FLEXHFAD DR MEN'S _ - --I - 40.4114,� FROM SIDE OUTLET FLEXHEAD , I } { 6 I E f a DROP FROM 6 I--- _� LOCKER ' -.... t A .A. _-._ .. Ant Z I t .: 1 I IL - - - I1 ' i - Yr Y YY • r+4,4,110� Sf3 QIQn u. TOP OUTLET - _-_ ___, _-- ► +0;0 '*., m rO 1 11 PENDENT SPRINKLER TYP. / I - �r� �` - 154 \ I �- , # _.1 e` ♦lw � !► .. �` �� �� HAL_I W, 1 I 4 A . CI �� ♦ :0 4' m ,°o 7 \ I flio, k -V4 A' BASIC CEILING FLEXHEAD / t� I - 1 d_.- -- f 1 1 I • "0,41, 0� , % 44 C� 41 Cp gyp-._..,,, DEVICE .� CEILING / ■ -� . Ami. 4.41 6414. 44,41p1P 44* '= U �' ,/ BRACKET I -�- I i i 4 Ni,�►'�'� ••Ci�� i �lir -... to C - TYP. 1 ► i ' IPP as OFIG.92 LOCKING THREADROOF DECK- ":12 el .- : r ------ [Fisaiiimiitc.m .ri__ ._, - - I I �, . �`'� �' BEAM CLAM(' I I I 1 ; j''I I ___- _ ' �� Ij � I► I�1 cr, OCONNECTION .{ I ; ' 1 I ' �_�► ��',� o, O - m y4 _ _ ff; BTM OF CORR - ` �I r -�r -_ F .__- _ - ' # .. �#=1 � �► �. . *. v O _sMETAL DECK r = 1 , , - - - _ _ _ _ _ �' 1. ./7: -... >> i � • I j ! 1. 0 r t1 I71 3FU/ ! 1 I f- � , '�A - x-PRESS SCREW �/ L I -1 1 1 r` ,r -.._._. I I I 1 _ _,..._._ r_ 1 I 11 IIUm" o• r r i t I 318' ATR " `... r �Y`� - I 1 - 1 - 1 ` *--�R 1 ', 1Y' k 1 - C viiUI1 ! ! 1�J A ! I I E& E 3'2 126 13-s �'-tf -�. Fyrs. fir` ♦ I I • ! _ .. _ • 3 • ELEG t CA AG •! --•••'-- FIG. 200ADJUSTABLE `.NO LOCK ViEV11A ► RING HANGER _7/:. ,� i1. ! 4. y s-aI 1.I .7 i4FIG. INI -� NUT REQ D ',� 1 Jk l ! I m .+ }.DEVICE BOARDCEILINGSYSTEM a-� '. - KLERRETAINING STRAR �x BASIC CEILING- �� ACOUSTIC ORGYP g'� t0•U ..� ." ; ! NO FIRE SPRIN .••316"ATR 1. MODEL XP20 SUPPORTS 2"PIPE AND SMALLER I _ t'� 1' i'/� 1I -� - �a�./T\ TYPICAL FLEXHEAD SPRINKLER ! IN 22-20 GAUGE STEEL 1 • aff-a� 1 MDIF�L.r1""1TI�N�7 ! I � '. A `12. MODEL XP35 SUPPORTS 3-112"PIPE AND SMALLER I {817-5g fi N 217 11111.111Lir ` FIG.200 ADJUSTABLE ,ilfI znRING HANGER IN 1&16 GAUGE STEEL , .--_..__. I -DROP CONNECTION1 1 - I #j . UPRIGHT HEADS�� i CD#1 TSP BEAM CLAMP #22 SAMMY X-PRESS SCREW A ' � - �-.--�-�-- I ENS LINEN �--� UNDER NEW W SCALE: NTS (6) . , .. , . , 1 L__' ,� ExTERIOR CANOPYWr,- ENS 5j �-- -� � ALLDRYPIPING TOV` _ __ _ - BE SLOPED PER (1) ,-.-iii_. - r....., 11 - I i ' 1 i 1 1 #NFPA 13 >-111° - Z I I D r IIII1 e * 1 I % 1 I^-IC;P. HYDRAULIC DATA _ 1 1 . ,.., ��e. ►: � '� 1<+� � � \ x=10 ` �'' T . 1 �\� ® 0 a � � w ��� DRAUL C INFORMATION - p•NTINUATION I QZ GENERAL NOTES REMOTE AREA LOCATION: AREAE 7 1 _. DRAWING # I 1 I , f__ { _.. _.._. -- - 0 z I'I"I zz ON AR E11111 PI di n A. THIS PORTION OF PROJECT CONSISTS OF THE INSTALLATION OF PREACTION AND DRY SYSTEM PIPING TO COVER REMOTE AREA SIZE: 906 SQ- FT. I` ,N I ,o.�. 't..), ` '' II 1 1 U Q Q U�� C T I E AND DA IN AREAA_ ' "` I ;131 \ ® � -fo �' r � c2 U,ce EXTERIOR CANOPIES, HE LAB IN A E CA DENSITY 10/900 1,/z L HALLWAY 1k j �` � mi ith �' �'� 1 1I CO 1' oac i B. SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NFPA 13 2013 ed. STANDARDS. - 1�,o I; F �, N. t ;. ; I 1 a C. ALL NEW FIRE PROTECTION PIPING TO BE EITHER SCHEDULE 10 (2"AND SMALLER) OR SCHEDULE 40 BLACK STEEL HOSE DEMAND: 100 GPM HOSE DEMAND , �d f I 1 _ 49 21`U _.w I 1II 14-10 III 59 l m____. --_. - I _ _. Z (2-1/2"AND LARGER) PIPE. MAX SQ FT PER HEAD: 168 MAXIMUM I I ... -.- 1 - ��• I ALL DRV HEADS TO Q D. PIPING TO WET PENDENT SPRINKLERS SHALL BE ACCOMPLISHED BY USE OF THE VICFLEX BRAND FLEXIBLE .-' , 1 1 I 1 BE INSTALLED WITH TYPICAL BRANCH LINE SPRINKLER DROP. THIS INSTALLATION ALSO SATISFIES THE REQUIREMENTS OF NFPA 1 3 SECTION 9.2.3.4.4. WHERE -__-_ I', *� RETURN BENDS ESTRAINT PIPING HANGS `� 0 J TOTAL HEADS FLOWING: 10TOTAL HEADS LAUNDRY 8 SYSTEM PRESSURE EXCEEDS 100psi. VICFLEX DROP CRITERIA: 48" MODEL AH2 HYDRAULIC EQ. LENGTH OF: 32ft, MAX SPRINKLER K-FA R: 5.6 --- A� I l 0 SPACE EXTERIOR 114W NFPA 13 TABLE 0 2 8 90" BENDS E cTa - 1 ri COMPLETELY NONIS 4 o E. EXTERIOR CANOPIES TO BE PROTECTED BY DRY SYSTEMS. TANK MOUNTED AIR COMPRESSOR TO FILL SYSTEMS TO END HEAD CONDITION: 17.8 GPM 10.1 PSI 1:I ' ELEG _ . ___ -:------ COMBUSTIBLE APPROVALS REQUIRED {I I - I- --' � I I 40psi IN 30 MINUTES. PRESSURE ATB,O.R.: 60.1 PSI 11 ! I ' ' 1 61 1 F , 1 r` -# I 1 I Y= I I CITY OF TIGARD F. STRUCTURE IS COMBUSTIBLE COLUMNS AND BEAMS IN STORAGE AREA D. REMAINING BUILDING IS I _ . _ ;- �,_ 1 NON-COMBUSTIBLE STEEL COLUMNS AND BEAMS WITH METAL DECKING ROOF. FLOW AT BASE OF RISER: 184 GPM ` = I I _-._._ ._.. PROFESSIONAL ENGINEER G. PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE CENTER OR i I -_ -_.. ..... QUARTER-POINT OF THE TILE. SAFETY FACTOR: 35.8 PSI=3796 k 11 • i 1 I ��'- REV DATE DESCRIPTION 6 H. ALL UPRIGHT SPRINKLER DEFLECTORS ARE TO BE LOCATED WITHIN 12" OF THE DECK ABOVE FOR UNOBSTRUCTED PER NFPA 13, 2013 EDITION CONSTRUCTION (BEAMS LOCATED FARTHER THAN 7%ft APART)AND WITHIN i TO 6" FROM THE BOTTOM OF THE FIGURE 11.2.3.1.1 - LIGHT HAZARD 11 I , DENSITY=-10115010 40%REMOTE AREAQ.R. I 1 - ---' STRUCTURAL MEMBER. MAXIMUM OF 22" FROM THE DECK ABOVE FOR OBSTRUCTED CONSTRUCTION (BEAMS REDUCTION PER 1 I HO SWEEPING 1 1 -. OFFICE LOCATED BETWEEN 3 TO 7ft. APART). SECTION 8 FIG, 11.2.3.2.3.1,AREA=900 SQ FT MIN. 1 - ` I. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. 1 -.160 . - - 11I _ 157 I J. ALL NEW FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES INCLUDINGis Ii . . -_ I _ I 11�� - 1 BRANCHLINE RESTRAINT PER NFPA 13 SECTION 9.3.6 (SEE HANGER DETAIL THIS SHEET)AS PER NFPA 13 SECTION 9.3. K. FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECT ION 9.3.2. ` L. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. DRY FRE SPRINKLER PLAN - /►AREA D A PD51 9Q BERT 24 M. ALL NEW FIRE SPRINKLER PIPING IS TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR A MINIMUM OF TWO HOURS. "T V Vv CURRENT FLOW DATA TO BE VERIFIED PRIOR TO TESTING. N V tEs1GNER DATE N. SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE INCLUDED IN TWO 12-HEAD SPRINKLER SCALE: 1/8" : 1'-0" DAN 11127118 al-FEET HEAD CABINETATTHE FIRE RISER AND/OR DRY PIPE VALVE. aOF J �P_ O. ALL MATERIAL TO BE U.L. LISTED FOR FIRE SPRINKLER USE. ENGINEERING Il.doweittb. / F H J K , hii , ( N P .„...%, .0 .vie4 -i 41F r.••ED) \- .._.___..} ..._ C. 77506 PE 111 ( / 1-18-2019 OREGON II •t,,..T�. i .7 I {ll. 4 •-,I , I I - , i, ', r L 0' r', ; I''''' 01 l' I. r fps � :i ... r•� i III 011/. i ,1 I f1` 'y ' ti! l�I EXPIRATION DATE:12/31/20 ,,,r . , ,� .W. ,� - I III I ► > � I1� I ✓r� , yji��Sj// . rr ,*114 a.a. 't fI �If /III 011 li * -s, ,. ,-.' d.r /' i 0 � I �1' :"I I I.1 Iii li 1 ',� . r , ., � � � ' '�, , I , Ii j �� 1 /i d r � N Y: 11':I'd ,: I: 11'11:P v frf r4 6 df py�... I` I"•a,''t- l''' . ,, !'I '-I it.11 r-- ,, . „. __ ri:Dk f =,r �..,,,,..,,,,..„.„,„,,, „. ,_ , ,MILE .7.¢ , i....",,,,, KP) El) x wr'r sG .3 .e• L "co 1 �a 0=40-/ I L LATERAL SEISMIC BRACE `- D NAL SEISMIC - = - - - ,- - - -- -^ ,_ (I*"..� -_' -� 7:7j I Long LONGITU UDI NAL "-�, - BRACE • f IQ - i OFFICE OFFICE. -4----- I . .-.- OFFICE --- - OFFICE OFA- _._ Q 4.y�'8`� bo ' 4-WAY SEISMIC BRACE ,:A1" b:9" 403 104 :.106.) 146. 107 ins ��� `J '`} Ci,} h - - - G ELEVATION TYPICAL BRANCH LINE - -.�-' o*\} o (CENTERLINE] - - I A � _. + �*� } } �+ \+ � *u ABOVE FINISHED FLOOR RESTRAINT PIPING HANGER ? -- q4 c�' )c,--)‘ %.- t3'-5 T3 Ir �,-, IAW NFPA 13TABLX SYMBOL R1 CION I I -`9,- ' IA -2,- •ra , �� PIPING ELEVATION r 1: ' 1 (CENTERLINE) \ 1Qt- I�11 I.s0 Or a.2 1 r14blI _ .11 J f 1U•: ( B'10; 0`B 10...0- - o-0 7t�� BELOW BOTTOM OF DECK ,ate • , 7 , ----_i=,...- _ ..„ , 3 I ao i - --_ j 1D-0' ,,„, - . _. ----- HYDRAULIC NODE POINT ) .,-.,- wv TYPICAL BRANCH LINE - �, - - I , • T ill.11- - Y------ ---- wit _-- - - � � I � � I� '.44 � 1 HYDRAULIC AREA OF 4- RESTRAINT PIPING HANGER SEE AREA C AND D PLAN _ IAW NFPA 13 TABLE 9.3.5.4(a} OFF/ --..__ �"ICTE�IIVG A d i'�en°�"" 114.54 -_ _ M ,�4� + I OPERATION BO�JNDARY X SYMBOL II �NFFOR C011R'fMUATIOIV � }� � _ _ _ � .-L 1I 1- el,�C ��Li HAL W.Yc i1!. 1.111�4 r1 134 -0 1!. �� �-- FLEXDROP TO PENDENT IL - ! ` 1r5 Y-0 ' ,13�I ' '1'� 1a-0'` , 1a Ol 4 1',6 �`\ �'/. ,r, t• ,1 ` -- - �+; slrt �'' '� b�3- 1'3 , ,� T 1Q ,° T� �� -0 'a, �; o rf 8 9'8 11'-7 5'4 8'$ •-�' 14-0 34' ! ! * SPRINKLER 1 u-uI �s-u f - - - I {� .�}� b '`}� q +, + _ ,� elp __._.I ._l ='fir- I b �,L I 1 .4ss**M• 1 l -I I I � I �� I1 4 G` I - _- ! ARE RATED WALL IHR I - + _ 4z- '`� o` C \} �° -:_I ,�+ o f PARTITION I j I / i i , I C?` •' • I _q� r` - MI In FIRE RATED WALL 1HR j _ ®", I111 + C -� i BARRIER I --� �_ �, +T. i0-0': �-`� \� ^r I tv tom' s•no FIRE RATED WALL 2HR • I! I(:* s I 70pearopr=Will, ,. - .,,,... -� 1. LJ l,p I I "Zt�} I 1 y `Fr. I'L '. r� E r Zy ►' I � BARRIER ZA, � gi i�• -.. i I.. N foil_ 11 1' c, 10'-0 OSB-'-5-1 '�� t FIGS - ', WAI.LYltA_ I I AFF ABOVE FINISHED FLOOR II � �, IF r AF j i -f ! LOY �� �� 1�� _ _ , a '� of 1CF g I a-8A,•IJ AUTI�ORITYHAVING �, OPAIROF , .A 1 / �' QQ OPEN / - QFFICfE -- - 18.. _, 1- i-71.9.I + ► ' woMENs nI .. + JURISD,CTION / 1 �'� 1 / �'� �6" ,�} '. t22 I_ ►* ,�+�' '1 IAW IN ACCORDANCE WITH _ i .ii ./iii �� �� b �+ _ _i ��� �- , ��ry I r / I r. _ . , i - rrr••••••r , i I + 13` �[ 11. 1/. 1/. 1,i . I 1'�G. - 1 1 • tJ I FHV FIRE HOSE VALVE ! I I' 1 0 ��' 1' b� _ 0=3 5 1 -----C'. 11 1 O t _ A / III I \ '�O I _ NTS NOT TU SCALE ',I 11 `I i i �',, t C 5 r� 12-2 �, 2-10 8.4 2-0 I I 18 t1 �` t_, )t-11 ! a'7 -0 PRV P#iESSURE REDUGNG ' 11-10 )t . . I 1 r A 1 1/. T�� 1 11 1 f-0 5'3. 4'-7 / r _ VjgLVE . i r _ . /r a-0 ,\ 1-0 1-3 1 c�,i- s-rc zoic = cc, 1 + A •- DR DROP(PIPE SIZE t / ; I Cg •:9' cit�.} c�ouo ot 1 I 12 LENGTH} ;�;,, ; / r. ;� +`t _ • ; C -ik# �:�o I�� 17'-4 `maim. rt Ikr. :- , El I RN LENGTHRISER }PPIElPIPE SIZE 7f. _ ST p DN DOWN(PIPE SIZE Y r. -a-�swo�. �I.1 �:�, I iT� - -� ---. �'� MENS , \ ty. I �7 1�1�Iff / ,,. d, '� . ar ' _ - ave 41-> � 126 roousrvceL ctwo 13'-0 �-01'$ licr-cr/� '�4� �. - LENGTH) �� , / i ;I r I LIBRARY GAn �'�+� +'` o- �A +�'- yQ'.}' _ 6;5'> - _ }cs* ` }F� °'4-'` 11 --- - A 118 UP UP(PIPE SIZE xLENGTH) / I ga _ - 130 4tc " r+ '. - , 3' i I /, i% -- .1 . /.-4 FJCE U + it r $c$` - Ie co CO I,, u .- '� l9 m F f i L I I Crl j t, R Y+ ` r� b' I 11�i `v' 1'/� ye '/. 1'�i '��'� 1�/, 1'k N , h 1' 1': OQ', I �'�1 ,} 7-71 q0f / /d000 _ 1 �_ # • '8'8 5 2 2-10 $7 7-0 T ` h 4. - 2 6 G B-10 �}t; r 1,1' AA / 416 �} '" .-Ito-,i':3 tr-13% 0'-5 'b'-3 3'-0 't-11 V -II ' p 1 rt4;:::---1 _ d1 ' 1R• RISER , +si... I� I 0.8 P: 4 .. Ai- ._,' ,c° 1i� '. _. :� 127 SKYLIG�+TA PROJE j-- di*.ii OAll0Affli . �-*- _ f' it, NEW 1 - i I 1 t I ; /E F ./ �/�' f �-•- E - I -- 04 �.� _ * ENT 2 �''"� ENTRY ► / ! �' ' Vis„ NO AFS PER NEPA 13 , o' HALLWAY 6-10 A• �, • 10' • / ,f'� 2'/� /' i I •O- 4 ¢ 4 ,44 "' r p ll LL 11 ,0 �� / / I / WA7 . -OVERHANG!S !; /' 4-3 / / ra �„ �J . • I�. I / I 1 ' I - 17:24' +-:' -4 3`•2 � ��� LESS THAN 48"WIDE I' 1" , 1 I l 1� t A 711.71 13� �':� I :��lYi ��� '�I(i I"' l3f � 7C-0 ��" Til '� T9 � S-0 r' -0O- i - •-1o'a= � � � `r,,, ..1. ..mmoril 1/11: ik.ide _ frl i . f r DN Ta. •EACTIOli, / • t \ T T r T T r T T i . TTT ./ T r TN T T 7 T T f/ / 1 SANS•• - �:r-�► SEE AREA C AND D PIAN v `J... ...„ ,,a _ , I -t■ VALV€�'3;;3� RCC 1 / - L a► d I . . / v �Y. •� `�_Y FOR CONTINUATION CO E mro E 71/ ,� a ,A. / Z"AS I r� - F� IL !! U U ,- FIRE SPRINKLER PLAN - AREA A � "- � �f I ':. , fir 0 n ; AREA C ANDD PLAN > 11-_ a O - : ThTF E -- - / FOR CONTINUATION ,. , ///- •,Ar JFAITle _ /r , / / SCALE: 118 - 1 -0" E j - R-;. �-t ' / WrAlid .ONFrii7 4 / ill 1 2 )____ , ArAir -1.0-_ --,. A ' T, a Ir .N _ d`► co (------ F ( H J � K co.6z_c ,§ t .ao i (9) D E O __-_-- ---- �1 I I I I 1 I I L - •r� ..f,-. 4-1u -ro i• A - � � m co m N U. if) ai •ui L SEE AREA A PLAN FOR < '�' . T T •• T w •• LER PLAN - AREA ,i _ CONTIIrUATiO�+I ��' ' ' ���1►'♦'♦'♦'♦'♦'�''♦'1'� ' �►"♦�♦'�'ii'7 ;r - a .MW 111111111110 I FIRE SPR�NK 1• 1 �: �♦6 rt,�*�,��''♦♦♦�♦♦♦♦♦0 8♦�,► �♦�♦ �♦�♦*♦�*�►♦♦♦♦�♦ �1♦ SCALE: 1/8" : , '-0" z j , - + ♦ +' ♦♦♦♦ *-0 �►♦♦♦44' ♦ ♦�►♦ ♦♦ ♦ 4 re c� q 1 F 0 1T-1 , z1'o , ► -9 � 1 T � i \ i�h_ 1 � I 1-11 1 A 0'4, n 1% ♦♦♦`�f►N► ♦* '♦�;►♦♦ ♦� ♦♦�� ♦♦♦♦♦ ►♦�♦� ♦ �v D 5 7 3 7 . I�� _�'-�r�' T-2l T- 1 9 4 .6;:t, :b 1� j 9-0 a 9'-4 -0;:',,r78 0 .moi ,'= w � � � � .r‘711,7411,7411.411-31.Wr Al tiiiVe... NIP'�/♦ f��♦ a♦ Z S - # \ - ,\-t-. I T U ENT' � ' 1 el/ ,1 ♦^ 4 . ,-t- i , I 4 Si:1)♦ 1 N ,I EL TRIC#�L ♦♦ , �► . ��♦♦ .�� ♦+►�► �- a m �. WOMEN'S ;p$- _ ` 1 ` t`'♦ v♦ i� �'♦ 2 1 2 - VII HOP- - - VII KSHP - ♦�+ � +►r �1, ., ► ♦♦ .40;4100. LOCKER 1 O 1 �' ♦ I � .! 1,,, ti+ 'kit �.r� ♦ 5 .1 5 -. o LUNCH 1 143 ►♦i . '' ♦�a ►' Z/V4 r4 Or t-a it kr.? ► ♦�♦i..►�1i*:w4,►♦i��".i4a; �i� m r r r ► - T� r r ri lr T r r .. ♦ v r T r g. ti}4 iS \ice I�'�} \} I �,i ' ' �} I y# Or- F -4 47 plte -a STEEL PIPING ARMOVER WITH , , ' -,� !---'---f- 1,1‹,2_1'� 1 1� 134 I. � � „� +�y' --; � ,� �► � ���! ► ♦ �► ♦ �►♦♦ ►y � Q� .. 1"THREApEDCOULPINGTO SPRINKLER I I fkr, .__ - - = \ Q. \ •. •21`'. "'� �� ♦♦♦i�� •♦•��lt.♦'♦•V' FLEXHEAD DROP cn PIPING 10 9'-12-9 5-0 3� 19'-0 1 9'4 _10-0 J f4 9E0 9'-4 ♦ ` -�. i. �_ ! - . . .:64, ,, ! 5'_1 b ♦ !•♦♦♦♦♦ ♦ ,'lizt_ 1 „--0,••z ♦ ♦♦♦ ♦♦♦ ►♦♦ p Z FLEXHFAD • • ; Sy* / , MEN'S FROM SIDE OUTLET FLEXNFAD _ LOCKER-- --- - - \o� 9 - s �a♦a♦ Ila♦a ♦�a�l.,a���,tl ��.V. &_ ♦♦♦♦♦♦♦♦!♦,�►♦a♦��.♦� g DROP FROM � L-CKE ' rr♦� ���♦�♦�♦�� ��i�♦ �•♦-• i♦ O TOP OUTLET TYPICAL BRANCH LINE -- +� 01:4) T-� ��� - r e_ ~� -_ ' ', , '�♦♦♦♦♦ ♦' ♦ • •♦ g , PENDENT SPRINKLERTYP.-' 6 RESTRAINT PIPING HANGER o '� � �iALLWAY ���� ♦�� 4 4 !�♦ �♦ *����� ♦ .r„4 ,� ,,.. �� 154_ - o . m o_. 145 g _ 314::-* ►♦' 4404 410♦♦� /♦�i♦410 •*4►` ♦♦♦44 ill '4�♦♦♦♦4 ♦ ••r"„!' -t o -28°6 ` '' �__i IAW NFPA I3 TABLE 9.3.6.4(a) ♦♦ ��,♦'♦♦�� • ♦♦� .. ♦♦♦ ► ♦ C,� SYMBOL '' . I FLEXHEAD ' 4 XT 7 2 - 1 S - r N' •`�.,Jr' P',.tot- .'4- . �� 4 �r , 0 0 U 41�4 136 1yi t -~ \ \ ild_ ifili_ BASIC CEILING - 0 4 T-11 Q 7 L 1 L w .: ► ► � � - DEVICEII r. 7 .„44P �••!a ♦ 1 , A-2 _W4_ .II • 6• TYP. ,� ° r,r„ �a i* IP 4 �„".....4 ` CIU 64 I- j- O FIG.92 ROOF DECK-1 n SEE AREA E PLAN FOR _ ,- ♦♦♦ it. ♦�►`♦/►�► ♦.�I*♦♦♦♦♦♦ ...♦♦ n �„ c m BEAM CLAMP LOCKING THREAD - _J CONTINUATION -I . +� +fi' ,�° $' I ;,4 ,�o O .o � � ilk♦ ♦ ��♦ I�♦♦♦♦♦♦♦ �'i ♦�♦�♦�♦* .tl ♦ . ♦•�`��+ w0 al a O a CONNECTION7. \ _- i et. ti ►. .too. • b b 6 d d d ► , . . r BTM OF CORR �-� \ \ i:Ir4 -l- _�Z _ _ __ 4 ________ -- d - ' ' -._ '- 5 .._. f 1y, • - f I H 1!� • 1% \ 1+ ; !, '� u • r 5 17-7 13'-8 -0 8= co EA -4 0-4_ O- •10 3$ 4`-9 -0- 2-0 3 -0 ; -..-IA. i �_ X PR ESS SCREWAki /� � -o - I i I- % / / i z U > 1' __ r/ "-iT: �}1' ti. 14 1 �� ' i f %fes 1:5O O _ '� �' - -h •C N E8�1 GA' ••GE � �' V) U r7 y! i `A =_j 3f8"ATR ! g a" _�I I 11 ] '`_ �Q f / !/ I ...• o, D Th ir4 �_ FIG. 200 ADJUSTABLE �, -, , 71 •} I / ! '• ,-� / . ' ..,*.c.• i._ .-) > o `'►w 41 NO LOCK /lEWA.,A I RING HANGER ..,, '� -f I I n� at- t�' -�. �' I 1 I I I I I ' /rf ' f`� or .! �_' s # �. FIG- 69R /1 NUT REQ'D � lJ --ACOliST1C OR G'rP ,.� I .gd 9�-0' I , , I ,i ,Y `a r-- r RETAINING STRAP BASIC CEILING _ - - 0 TELE/ MECH / ,` - • I • - ,' DEVICE BOARD CEILING SYSTEM , '�� 3!B ATR NOTE. w I I RESTROOM MENS e v r `+� 10 6 \o �° �.o ,�° .,° ' / ! �?:,1 1. MODEL XP20 SUPPORTS 2 PIPE AND SMALLER iit5s,.. IN 22-20 GAUGE STEEL ,� r o o • I it' r o ELEC }d 4 Cy 113 4 *}a -�47 ��, -gid \�d *d f ' r )i y ,� 2. MODEL XP35 SUPPORTS 3-1/2" PIPE AND SMALLER / FIG. 200 ADJUSTABLE IN 113-16 GAUGE STEEL R - - - ��_ _.__. TYPICAL FLEXHEAD SPRINKLE - ''�OCa - 1 o lj 1'h *65, ai f 11�� I �N� �' "' RING HANGER -- - - 1Y. \ 1-1i 1b --4.--0,\ 1 - _ afi 10 S-4 4 9 �-E 2-0 9 3 5-3 a-6 1, DROP CONNECTION f' iy� .-71�- T4I c- - s.3 .-b 12-1,' 4'-2 m ,3-102 it (I) #1 TOP BEAM CLAMP #22 SAMMY X-PRESS SCREW poi � �} _ -0" +� �1. .I 1 i' w SCALE: NTS //9 \ / . { +` ti -4 ME S LIEN �-1 I I �� 1 1 A ,� w} Mill 151 - .- ---- - �_� _ _ a� E I W f F I I .�-a. � ,y ', � _ I _ .'_ _ _ R WOMEN S ~° i _ •� � i l�- .��_ _.�; � . /�'I '�� � Z O t_____ 11- / F . 1 ' / / / / / u,I cvcriii - /1 -; [----Tkil' : , ! ...,..- t st r1. fi + ' f' V CO Q VY� / / , , ,,,,,, s, / , o . 03 1_0 0 `✓ /. . (1$ I $-6 1 '11=9 (-74)1; �11' " J-0 r�� 50 1D `` :-2" I , / �r /_t,r Ll.� O }0 GENERAL NOTES _ 9 EI. q o Lor a ;� ti / / ��': i / ,� ;� a Zz I 0/ „...... 7%.,--A.4 mmla r 4.,i,_ s .1- 1 12' -, . I � , J - Cl) Ce Ozg A. THIS PORTION OF PROJECT CONSISTS OF THE REPLACEMENT OF THE EXISTING FIRE SPRINKLER SYSTEM. PIPE 1-.711/2 -_4_ �$' t� cR' _ ,��, �' �, /---, I ,, / ._.. c�SIZINGAND SPRINKLER LOCATIONS ARE TO MATCH EXISTING LOCATIONS. ` \ `' '' 4 ' ''� /' ,� %( / ` '/ a 8 C7 U 21-R w I - 4`E 4 3-2 I 1 12-0_ 910 I 7�1 ! 17-11 5� S'3 3-5 �- a!S B. SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NFPA 13 2013 ed. STANDARDS- 1 H .c. z; 149 i4" i '1 4 _I f _- a C. ALL NEW FIRE PROTECTION PIPING TO BE EITHER SCHEDULE 10 (2 AND SMALLER) OR SCHEDULE 40 BLACK STEELI n (2-1/2"AND LARGER) PIPE. `\ - _ __. C IT 0 , I I k �I F I LAUNDRY - r ., R D. PIPING TO PENDENT SPRINKLERS SHALL BE ACCOMPLISHED BY USE OF THE VICFLEX BRAND FLEXIBLE SPRINKLER I 0 0 1 DROP. THIS INSTALLATION ALSO SATISFIES THE REQUIREMENTS OF NFPA 13 SECTION 9.2.3.4.4. WHERE SYSTEM • -� 1. A I00 1 , J PRESSURE EXCEEDS 100psi. VICFLEX DROP CRITERIA: 48" MODEL AH2 - HYDRAULIC EQ. LENGTH OF: 32ft, MAX 890" - -"Ill ss - I ' t4. �'�I"� 55 a• 0 ' , I W '� Y • "� w BENDS / ' �' , E. STRUCTURE IS COMBUSTIBLE COLUMNS AND BEAMS IN STORAGE AREA D. REMAINING BUILDING IS s, - �CI..EC • I •'�-0110g 1 I1 1 APPROVALS REQUIRED NON-COMBUSTIBLE STEEL COLUMNS AND BEAMS WITH METAL DECKING ROOF. ,�a,� LST x r CITY OF TIGARD F. PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE CENTER OR QUARTER-POINT OF THE TILE. - PROFESSIONAL ENGINEER G. ALL UPRIGHT SPRINKLER DEFLECTORS ARE TO BE LOCATED WITHIN 12" OF THE DECKABOVE FOR UNOBSTRUCTED CONSTRUCTION (BEAMS LOCATED FARTHER THAN 711ft APART)AND WITHIN I TO G' FROM THE BOTTOM OF THE STRUCTURAL MEMBER. MAXIMUM OF 22" FROM THE DECKABOVE FOR OBSTRUCTED CONSTRUCTION (BEAMS REV DATE DESCRIPTION LOCATED BETWEEN 3 TO 7ft. APART). H. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. FIRE SPRINKLER PLAN - AREA C ANDD r - I,: - B 1> I. ALL NEW FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES INCLUDING r '• 0 /A_ - -- BRANCHLINE RESTRAINT PER NFPA 13 SECTION 9.3.6 (SEE HANGER DETAIL THIS SHEET)AS PER NFPA 13 SECTION 9.3. i FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECTION 9.3.2. SCALE: �/$" : 1'-�" o J. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. K. ALL NEW FIRE SPRINKLER PIPING TO BE TESTED AT 200 PSI FOR TWO HOURS. PR0J L. SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE INCLUDED IN TWO 12-HEAD SPRINKLER NUMBER 24PD5199 HEAD CABINET AT THE FIRE RISER AND/OR DRY PIPE VALVE. DE-SIGNER DATE M. ALL MATERIAL TO BE U.L. LISTED FOR FIRE SPRINKLER USE. FURNO 11/15/18 SHEET 4 5 FP-4 ENGINEERING .\<,, Xititt, .0re' i'lik t 77506 PE /- 1 TOREGON 19 "-`.1 /0 10 TO �P Y L 0 I EXPIRATION DATE:12/31/20 I nirRlIeCpli149_' 9 i"' - 4- 71 l I7/1/1/ A-1.- -- _ / . LEGEND I LAUNDR0Y" i I I 155 -J it, 11 ,L.EC $ø' CSS 161 ytIf A 7 m A I 1 i I/ , PIPING ELEVATION EL' r -le, -- ,ri (CENTERLINE) LAT 1 _ win wrrrrr _ * f z OFFICE *w; .s h�, — II ELEVATION i i _- O e ivy 7-u 2 9�r10 Z` 1d-0 I -3 �I I *�� BELOW BOTTOM OF DECK v 1N �� ' I I ■ilii, HYDRAULIC NODE POINT 1 0 I 0 �. _ , I �. -- _ OFFICE ■ N; i _ 1 Li U�SEI�EEPI(�I _ _�__ -- ---- 15? OPERATION BOUNDARY 1 - 160 .7 ! I FLEXDRQP TO PENDENT -�-�- } � t 5 .- .�. _...�..-.__. - I ti SPRINKLER 1 c., 1 I 9 I I { p 00 t] •+•e•+••+ FIRE RATED WALL 1 HR PARTITION is me ■t FIRE RATED WALL 1HR D a BARRIER E e. sawsir FIRE RATED WALL 2HR �I — a o o BARRIER 11 i I J r .t ■mai I ! AFF ABOVE FINISHED FLOOR c4a ,4) AHJ AUTHORITY JIAW IN ACCORDANCE WITH o NTS NOT TO SCALE { FHV FIRE HOSE VALVE as 111,11111 j € a90 a4„ R j s l PRV VALVE PRESSURE REDUCING 0 0 0 DR DROP (PIPE SIZE Y LE ( i N • 014 H) RN RISER NIPPLE tPIPE SIZE x � � LENGTH) as DN LENGTHWN }IPE SIZE x m [ UP UP(PIPE SIZE x LENGTH) I I 1 O c� c� a STORES c a, II 158 ar r° of F.1a. .g. Z �� l C 1 I JI I I 0 h e m ani F.- t? R r I J I ■M� I r 1 i o c0 N. crib I PI E to zo '- V. / / ii. 5 m il \ �� •\ \ \ 1 t I ' k \ \\\:7*,' =am. \ 1 m ■� I I Y x40,\ \Nsib„ `qE�l� t5 0 C) 'UI �' � y 6. N 4'V C fa. 7 -o � "'t� T I HYDRAULIC DATA INFORMATION a r is 'f;, \NN . REMOTE AREA LOCATION: AREA D Q N Q- 0" D REMOTE AREA SIZE: 1110 SQ. FT '- N cv cti1 ....X\ Va co to } a, DENSITY/AREA: .20/1005 W ui ui \, K \ vit 1 I ti '_1 h h HOSE DEMAND: 250 GPM HOSE DEMAND IC ri;! ,. yi:, Tli m Et — MAX SQ FT PER HEAD: 130 MAXIMUM 3 co �„ �, N TOTAL HEADS FLOWING: 10 TOTAL HEADS Z cA I !��■ �• N`\ I '` I 1 ::I::::;:: : 5.6 03 112 7 7 Illli\tl° ` �.�t1 t> C3 : 26 GPM 21.6 PSI` ORES ot o 14..:Lilifflik 1% 5� T —.4 PRESSURE AT B.O.R.: 54.9 PSI , . . 4 II FLOW AT BASE OF RISER: 278.3 GPM o co f , 91- I ■ I �� � ' p\ilk F i b • SAFETY FACTOR: 35.1 PSI =36.7% 2 PER NFPA 13,2013 EDITION O FIGURE 11.2.3.1.1 -ORDINARY HAZARD 2 \ \ I DENSITY=.20!1500 3396 REMOVE AREA Q.R. 'Q, ,'a., I REDUCTION PER c I i '` i I r I F I I I I I SECTION 8 FIG. 11.2.3.2.3.1,AREA=1005 SQ FT. MIN_ { 0 I ► 8 4? 4? I 10 i py G'O V 1 11 ' : i 0 0 -zi .1.2 5. ,... -,.0 p 0 -----_ 1 1 1 : I I .-- MIME —1-+ , ' ' _. I / U ° li .e-'31 ci‘c ROOF DECKWOOD STRUCTURE TYPICAL BRANCH LINE `� > a 2 E WOOD STRUCTURE 1 �`--� .-,- • RESTRAINT PIPING HANGER V D m 1/7 LAG BOLT i IAW NFPA 13 TABLE 9.3.6.4(a) 0 E ',] C ._ ° -, WOOD PURLIN 112 LAG BOLT• \ ; °u, X SYMBOL rT - 0�` TOLCO FIG.980 UNIVERSAL I \\ Lw j l'-':'-'' ir'-r, 318"SIDE SAMMY TOLCO FIG.980 UNIVERSAL SWAY BRACE FITTING C 0 - ' FOR WOOD SWAY BRACE FITTING • �, ... . to O cn C r'.' • 318"ALL THREAD ROD -:-.-- j bilk •• Ir'e., E `s 0 STEEL PIPE r �, N ti; ` LATERAL BRACE r--_,---,-'�- *4.10 h 2 'I A I 40-0k" L, a . STEEL PIPE TOLCO FIG.4LA FIRE SPRINKLER PLAN - AREA D �� LATERAL BRACE ADJUSTABLE RING %'/R PIPE CLAMP g T o ; HANGER ' / FOR SWAY g e TOLCO FIG. 1001 BRACING aI ,.40 FAST CLAMP SCALE: 118 : 11-0" / CE LONG. SWAY BRACE Sl DE SAMMY LATERAL SWAY BRAII> 0 � w w U lL tl) � � o W M O f-'(V .0 oa n car Z fr o 0O GENERAL NOTES Z H N o vzz A. THIS PORTION OF PROJECT CONSISTS OF THE REPLACEMENT OF THE EXISTING FIRE SPRINKLER SYSTEM. PIPE Q Q w Q Um5 SIZING AND SPRINKLER LOCATIONS ARE TO MATCH EXISTING LOCATIONS. a < O 2 B. SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NFPA 13 2013 ed. STANDARDS. m r ~ oNo C. ALL NEW FIRE PROTECTION PIPING TO BE EITHER SCHEDULE 10 (2"AND SMALLER) OR SCHEDULE 40 BLACK STEEL �j Z a (2-1/2"AND LARGER) PIPE. o 4 D. PIPING TO PENDENT SPRINKLERS SHALL BE ACCOMPLISHED BY USE OF THE VICFLEX BRAND FLEXIBLE SPRINKLER o DROP. THIS INSTALLATION ALSO SATISFIES THE REQUIREMENTS OF NFPA 13 SECTION 9.2.3.4.4. WHERE SYSTEM PRESSURE EXCEEDS 100psi. VICFLEX DROP CRITERIA: 48" MODEL AI-12 - HYDRAULIC EQ. LENGTH OF: 32ft, MAX 8 90" W 0 4- W BENDS 0 E. STRUCTURE IS COMBUSTIBLE COLUMNS AND BEAMS IN STORAGE AREA D. REMAINING BUILDING IS APPROVALS NON-COMBUSTIBLE STEEL COLUMNS AND BEAMS WITH METAL DECKING ROOF. F. REQUIRED PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE CENTER OR CITY OFTIGARD QUARTER-POINT OF THE TILE. PROFESSIONAL ENGINEER G. ALL UPRIGHT SPRINKLER DEFLECTORS ARE TO BE LOCATED WITHIN 12" OF THE DECK ABOVE FOR UNOBSTRUCTED CONSTRUCTION (BEAMS LOCATED FARTHER THAN 7'/ft APART)AND WITHIN I TO 6" FROM THE BOTTOM OF THE STRUCTURAL MEMBER. MAXIMUM OF 22" FROM THE DECK ABOVE FOR OBSTRUCTED CONSTRUCTION (BEAMS REV DATE DESCRIPTION LOCATED BETWEEN 3 TO 7ft. APART). H. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. I. ALL NEW FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES INCLUDING BRANCHLINE RESTRAINT PER NFPA 13 SECTION 9.3.6 (SEE HANGER DETAIL THIS SHEET)AS PER NFPA 13 SECTION 9.3. FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECTION 9.3.2. J. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. K. ALL NEW FIRE SPRINKLER PIPING TO BE TESTED AT 200 PSI FOR TWO HOURS. L. SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE INCLUDED IN TWO 12-HEAD SPRINKLER PRO,1{31 24PD5199 HEAD CABINETAT THE FIRE RISER AND/OR DRY PIPE VALVE. NUMBER M. ALL MATERIAL TO BE U.L. LISTED FOR FIRE SPRINKLER USE. DESIGNER DATE FURNO 11/271/18 SHEET 5 OF 5 FP-5