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Plans (13) F PS2016 - 00058 IF THIS SHEET IS NOT 30"x42" , IT IS A RI~DUCED PR:NT -SCALE ACCORDINGLY i aummid ,- . IIN / Tol-Brace Seismic Calculations AFP Systems,Inc. 1 Project Address: •Greenburg Apartments 19435 SW 129th B-Lin e l Tualatin,OR 97062 O r 9550 SW Greenburg Rd- by ��� Z 503.692.9284 • !1 Tigard,OR OR 67534/CA 936000/ID: N Job R 16020 Calculations based on 2013 NFPA Pamphlet 1113 O !� Brace Information Telco Brace Components Maximum Spacing ?0'...0"(6.1 m) Telco Component Fig.Number Adjusted Load Z / IV / Maximum Brace Length 10'6"(3.2 m) Fig.1001 Clamp 1386 lbs(629 kg) t/) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1745 lbs(792 kg) ,,,,1:1 - / 60'Min. -- Calculation Based on CONCENTRIC Loading Angle from Vertical cD 'Please Note:These calculations are for Telco componentso only.Use of any other components voids these calculations and the listing f the assembly. ! . Least Rad.of Gyration 0.42"(11 mm) p / BUILDING #1 Assembly Detail UR Value 300 \ 713 lbs(323 kg) UNIVERSALL SWAY IBRACE 2 --L:<-99 ! r--.4w, � 1Max Horizontal Load 0.5 ,�) ATTACHMENT �/ � 111W Force Factor(Cp) / 11 STEEL PIPE �� : :116 \ - I i Fastener Information i D•I• _L� _4 1 Fastener Orientation NFPA Type F �, $r � 685 lbs(311 kg) t-• y./1:: 7§11 fe io"' i i I o 1 ■ ----� 1 "._ Maximum Load zit ES �� D•I• �\\ Diameter "� (6 8g o g o.. - g,. ii eg I �� rr \ �� 5/bin. \ ;`�� Length TOLCO AST CLAMP J• s ila. og `. e 9 3-1/tin. _ _ �•�• � � _ n 2911 D.I. i / Bu, DIG # g g/ \ Type Through-Bolt s I= m ff� \� \ Brace Identification on Plans Lat.1 CITY OF TIGARD : ,g 1.o o Wgl = REVIEWEDbf a a� ° 1 2 8f io_ ` / \ Orientation of Brace L.ieral FOR CODE CC3D+iP1;JANCE � $] E ? st+ ;I... '®� 1111111// \\\ Braced Pipe:4"Sch.7 Steel Pipe Load Information Approved: _ 1� P cu - g / I► • CI 1011 )1.-+ g� a " - r /� \\ Size and Type of Pipe Total Length Total Calculated Load OTCsif.. 1 g .1 1 ! to- \ 4'Sch.7 Steel Pipe(101.6 mm) 20ft(6.1 m) 109 lbs(49 kg) Permit l� (`� N _ g z g w - &g - - 2'Sch.7 Steel Pipe(50.8 mm) 144ft(43.9 m) 27?lbs(124 kg) �y�Y-� ^ w c ,o - �I ~ - _ I // \\•-- 4111%14444,-. 1.5"Sch.7 Steel Pipe(38.1 mm) 149ft(45.4 m) 202 lbs(92 kg) l' ddi , elm-[.J ``0! "w i�"�--r- Z ? N ri N WATER FLOW INFO: I - Suite#11 ri 1/ $y: • Date `z Z t�� m N STATIC PRESSURE: ' 78 PSI / .--\\ � \\ \ � liNOrtl- l�� • w RESIDUAL PRESSURE: / 73 PSI ; \ 1f \ B DI G # �I OBSERVED FLOW: I 446.7 PM ,,, \. 4 x • Percentage added for Fittings and Sprinklers 15% 881bs(39.92 kg) PLEASE PROVIDE w TEST DATE: 2.16. 6 „ D•I• I COMPLETED NFPA f3 _ _ ! mgt s� lip `� ' Total Adjusted Load of all pipe within Zone of Influence 671 lbs(304 kg) MATERIAL AND TEST a z og INFORMATION PROVIDED Y: TUA 4TIN VALLEY � ••, \� • Ra-araceVerizon at _ &� WA/ R DISTRICT , " CERTiF1CATE AT j s 1W \�if FINAL INSPECTION i 11, 'i " :lilfli i i, U G 3 , Tol-Brace Seismic Calculations 3.Q c4g $ iso f IU a Vi / OFFICE CO 's' g P,2 �g El g gE glLl , 41\, \� AFP Systems,Inc. z _g. $ �' z `Joz \� Project Address: Greenburg Apartments i g .8 5 W 8 s " Xi \� B-Line it. NE Og M5 E �g o cgm g� 19435 5W 129th o. g L c � g Tualatin,OR 97062 �� -+ (r) - 9550 SW Greenburg Rd. 503.692.9284 Q ' �� 6 cA 0-gW W o r \\ by . �'� _ �F EV -_� � � !>- / \ BUILDING #4 \\ . Tigard.OR OR:67534/CA:936000/ I0: 0 0 0 8 g' $ I o g Q \/ \ 11 Calculations based on 2013 NFPA Pamphlet 413 U- r � • \ 4 Brace Information Telco Brace Components 0 �o/ , i � \ / D.I. - I� z \� \\ Maximum Spacing 40'0'(12.19 m) Tolco Component Fig.Number Adjusted Load 114 O7 / \\ Maximum Brace Length 10'6"(3.2 in) Fig.4L Clamp 1745 lbs(792 kg) N cn J \ 11 1"S ch.40 Fig.980 Universal Swivel 1745 lbs(792 kg) I Bracing Material ce / \ 'Calculation Based on CONCE!TRIC Loading CC . Angle from Vertical 60"Min• c_) UJ _ _ 'Please Note:These calculations are for ToF components onl.Use of any 1 I ` ., D,I .. other components voids these calculations and the listing of the assembly. u_ 1 / t}' Least Rad.of G ration 0-42"(11 mm) / • o o r y Assembly Detail DESIGN NOTES CL 0 D / / 4110• // \\;:._-:. r_ .�� /�, UR Value 300_ = r - FlRE SPRINKLER SYSTEM - NFPA 13 2013 CL r / . - _ Max- 13 lbs(323 k TOLCOIVERFIG.380 = Max Horizontal Load g) BRACE ATTACHM}ENT / - - Force Factor(Cp) 0.5 - - - - STEEL r�IPE ��041REI+IOTE AREA I1 (BUILDING 2 ATTIC) DRY SYSTEM / 1\4 - - - CALCULATED FOR LGHi HAZARD OCCUPANCY AT A DENSIiI OF .10/ ENTIRE ATTIC AREA U G USING Q.R. 4.2 K-FACT. 200 BRASS UPRIGHTS HEADS MAX HEAD SPACING 10 X 12 (120 5Q. FT. PER HEAD) o BUILDING #5 BUILDING #6 - Fastener Information o 7. Li_ \�/ \ 1= Fastener Orientation NFPA Type F REMOTE AREA 12 (BUILDING 2 THIRD FLOOR) - WET SYSTEM - w TOLCO FIG.4L CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSLY OF .10/ FOUR MOST v N z z Maximum Load 600 lbs(272 kg) SWAY B ACING- --- ----- HYDRAULCALLY DEMANDING SPRINKLERS (PER MEG. LISTING) 2 Q / ' USING Q.R. LFII HORIZONTAL SIDEWALL HEADS 4.2 K-FACT. Q Diameter 1/2in. MAX HEAD SPACING 16 X 16 (256 SQ. FT. PER HEAD) I w - �Y Z l// T \�l (' Length 3-1/2in. % CO REMOTE AREA #3 (BUILDING 2 SECOND FLOOR) - WET SYSTEM er CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST >- w Type Throu h-Bolt _ Cr) - 9-_ - HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) z Brace Identification on Plans Ling.Afr C USING WI PENDENT HEADS 4.9 K-FACT. w a w Orientation of Brace :.ongitudinal MAX HEAD SPACING 18 X 18 (324 SQ. FT. PER HEAD) -' N M Braced Pipe:4"Sch.7 Steel Pipe Load Information z Q i- \ REMOTE AREA 4 (BUILDING 2 FIRST FLOOR) - WET SYSTEM it Z Size and Type of Pipe Total Length Total Calculated Load CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ 931 SQ. FT. O I \ l �J o c S I ) L / \ 4"Sch.7 Steel Pie 101.6 mm) 40ft(12.2 m) 2'.7 lbs(98 kg) USING Q.R. DRY PENDENT Q.R. HEADS 5.6 K-FACT.(MAX. HEAD SPACING 120 SQ. FT. PER HEAD) J P >- /4 - LuO �11� w ■ . W w = SCALE 1 8 =1 -0 In Cl) ! O cn I GENERAL NOTES: I Percentage added for Fittings and Sprinklers 15% 331bs(14.97 kg) `� Z Total Adjusted Load of all pipe within Zone of Influence 260 lbs(113 kg) * AFP SYSTEMS START © 4" FLANGE 6" A.F.F. 0 ITot-Brace Verizon ill * ALL GROOVED PIPE TO BE MEGA-FLOW BLACK PIPE (ATTIC PIPING AND ALL RISERS) * All THREADED PIPE TO BE SCHEDULE 40 BLACK. Imo" 0 * ALL PIPING IN APARTMENTS BELOW 3RD FLOOR CEILING Z (n Q TO BE CPVC U.N.O. LU * ALL GROOVED COUPLINGS TO BE RIGID U.N.O.(FC= FLEX COUP). 0 1- 0 Q * SEE DETAILS FOR PIPE HANGERS TYPE. J Q J * SPRINKLERS ARE PERMUTED TO BE OMITTED AT CLOSETS W G. 5 D THAT ARE ARE LESS THAN 12 SQ. FT.• W ? Q CO CC 0 CO a 0 Q LA cn 5 Q w i 2 0 re N $ • Zrc al 0 =re z W H cc 0 N I- + W CV rez0 �_ /�� ,��r SYMBOL TABLE _ Ire E re o Z L a W N W 0 EE �5 �5 W t � Nrea Wcoce Q O� �� - GROOVED COUPLING FLEXIBLE g > N Cal p W re 2 Cal otil Ig. 1= U 0 CalP U tl I I I I I N I I I I I I I N I I I L 0 - GROOVED COUPLING RIGID TDR w � OA - 4" FLEXIBLE GROOVED COUPLING OH - 4" DRY PIPE VALVE W/TRIM, +10 B B - 21Z1' FLEXIBLE GROOVED COUPLING AIR MAINTENANCE DEVICE AND \/1;\ - FOUR WAY EQ BRACE O O PRESSURE SWITCHES • C - 4" VICTAULIC 705 BUTTERFLY VALVE A UT OMA TI C 1 / O (ELECTRICAL WIRING BY OTHERS) _ 1 - 2 WAY EQ BRACE W/SUPERVISED TAMPER SWITCH (SYSTEM CAPACITY 86 GALLONS) FIRE PROTECTION a- -0-0 (ELECTRICAL WIRING BY OTHERS) g I I G` g; I / J - 10" ELECTRIC BELL - PGER ID - 2i VICTAULIC 705 BUTTERFLY VALVE O SYSTEMS, INC. O W/SUPERVISED TAMPER SWITCH (ELECTRICAL WIRING BY OTHERS) .t%) ©11 (ELECTRICAL WIRING BY OTHERS) OK - 6 HEAD SPARE HEAD BOX tol K �D OE - PRESSURE GAUGE © - RISER MOUNTED COMPRESSOR ,• t_Com? l GRDE 3111 ® - 21i" WATER FLOW SWITCH OM - AUXILIARY DRAIN Et] r , s =a•=.iii I ,=j=' (ELECTRICAL WIRING BY OTHERS) �© I� ON - PIPE STAND o in..--i BDR I II x BWR „ BLDG. 1 SYSTEMS >- Oi '-'171! �Q © - 114 AFG TEST-N-DRAIN 'II h�� �� FO TO F.D.C. SEE PLAN W/PRESSURE RELIEF VALVE (I Blpi i4 o= II -11011111:00: �-FOR LOCATION A \�1; 2 II ' �, G� © ,1' I ' /Rf P R 01 - 41 Il. re C 19435 SW 129th AVENUE FINISHED FLOOR [� 1 s TO \A IITUATIN, OR 97062 MN DRAIN TO EXERIOR (503) 692-9284 A.F.P. STARTING AT 4" FLANGE - o FAX: (503) 692-1186 r-0" A.F.F. (TYPICAL) SCALE 1/8" OR CCB# 0067534 NOTE: ALL U.G. WORK BY OTHERS • WA CC B# AFPSYI*091 BZ / IBLDG. 4 H R R S H . R a l- A L ,___ DRAWN BY: KEN MOLINARI . BLDG. 51 BLDG. 6j , DATE: 6/10/16 N.T.S. \ ,_ AHJ: CITY OF TIGARD KEY PLANSHEET: BUILDING #2 \444446. L- - - ------------ N.T.S. • ---- - --- ----- =P / 0F ? AFP. PROJECT #: 16020 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCU F'RINZ' -SCALE ACCORDINGLY (I.' • oo IIIIIN Co C. O C G O O O O O O 0 0 0 0 O 0 ,1- O O C i0 0 0 +.1" Ct4&' WOOD .101ST 0o0 00o o • •• •0 REMOTE AREA#1 __ '�6 0 000 . 000 . 0 o a ` o O co O 9 O O C O HYDRAULIC SYSTEM - ,, ► 1 . ^ 1" I �� 1 1 /.„1-.. III. 598 0 0 o00 0 0 o0 0 0 0 0 o a 0 0 0 o c z = / I 1' Goo 0 0 0 0 0 C O /u // I . �_' 13•� I / ///4 I// / '` .. i/ / W z SWG WOOD cn " l ` `' ` �` SAMMY SCREW This building is protected o I I �J I Ic. 1i4 1)4 t 1 1 114" 11" 1 11n �� ( W'VO by a Hydraulically Designed 1• 7 -0 6-0 .I��" 1 rye 0 4- :_ 0-4 0-4 -6 O41° \ • I �.4K1 I• 4-I E�' - I 6-6 _, S"0 1 N Automatic Sprinkler System. / I N I I o' t I -solo E 1 1 i 'toT + / + \+ H5 i 11C, i / Location BLDG.#2 ATTIC /.._ -' o_s I \\ // I "OA;' JQ \ 1-21 'C3 I I z_ �►S1j i t" ' 3., 1 1 3.r a x t 4" I \ / �:� 50 t + 1 N No.of Sprinklers 38 '"� • '• ;� I ,� " ' „ t'` iJQ I H8 EEf '-su o ®I H28 -I rM, ® �I I I 0 10, o I m Basis of Design / t> tl �. 1/4"1"<1 P ,. U4" of i14' til" it r, 1!C t1C •, Be �, 1 / TOLCO FIG. 100 3/8" ALL 0 5-4 0" 1-0 5-0 w 6-0 'e 8-0 0-4 0 "' 7-6 e B-0 / e I �4'WI-10 6-0 �' 0 THREAD ROD �_ I. DENSITY .10 GPM/SO FT. int-I-41-�o o,' I �,O I I ® ® " / \ 2. DESIGNED AREA OF ENTIRE AREA SOFT4 1 • �,� -ei 3 O •® 6s � . iMANU. TRUSSES I j USES ,el ®a _6 Vi% 5.DISCHARGEy �2 6 System Demand �1 J t "'"' '• ••�24" 0.C. : 24' " .t * + ' M TOLCO FIG. 200 YI I _ I `� •• I I �. I � � niR 1. GPM L°IEO PIPERINGI 39.7 PSIt--7-j1 BASE OF RISER /it"�., 114" i -> �� ®1 AL 1J4" 114' 134' 1 1i4"/�,� iC 1, �� ] 14" I 11f 1 „� 1 79 gw -I •- -• 4 ' I S . •-• / •-I 0-4 0-4 -. • I. 4-D 1. _j, 4_, ; -, S, 4.,......., PIPE SWC /- ' I . i I ' 1 SIZE SIZE- HOSE STREAMS 100 GPM ti ////// p6"-t6 //y// /�/�'".i - ////////y1 ////// , / / I_� •d V�r �/ _� I'TO 3" SWG 20 W. TOTAL DEMAND AT / * } / �' 1�0, ', \ ti 1,tp a, \ . I PIPE 3 = TEST HYDRANT SRC 609.6 GPM 0 57.4 PSI 3-1/2'TO 4" SWG-25 INCLUDING HOSE SEAMS JQ 1-0 JQ . + 0-: - /J °� i- 0-8 - o \ l'`' O 1-0 ® � � � t o 7 , e,, 8 ! h Q g a-eig rel k . . ,, 4- . g Ix SWG WOOD SAMMY HANGER P, ; c w N8 NTS P 83i1 zsg 88� g W,L� �Q � 1 D_ 1 O �ul � C� ATT C .4k, „ vhg .g6 te, - 6 § 1 0 I p 4 Rp \ / 5i� s 2 < i j ■ SCALE 1/8"=1'-0" Es r f i 4,2 i = § g 1 1„ vi 1- O•i G ., N h f 6 6 1.: Cf OI O G Z J Q REMOTE AREA#2 14'-6" 8'-d" 71'-6• 21'-fi" R'-0" 14'-6" = O ca in 8R'-n" z m / / i us g 1 'X ,� HYDRAULIC SYSTEM w i g N � �-�- s - 4 P--�a a-a-• �-41.--41-4 -I This building is protected WOOD JOIST g § - - 4 BEDROOM \ LE D1ING 1-7,0 t 1 4 ,„„_„,-.,/ / o BEDROOM by a Hydraulically Designed w o 0 Si D 0' Automatic Sprinkler System. Y '- m= :Pi es 4 Immo #� KITCHEN °O °' ITG�b1�N I 0 Location BLDG.#2- 3rd Floor • W W • $ 1 Om uen ,�� tit xi , =Am' o x %ii)�`v"' ! ® - (11x No.of Sprinklers 4 FAI a '`_ _` ' Rte. Dr /::o r, ,/ P 3N U • I/ �«en len_ / • dig E _t 5 iZ 0 E 0 p +• El Basis of Design+ GST WOOD Zo i #-e� � o zgs c � 0./ -^: ,�+ OQ / •0� e- \� 0 0,0 1. DENSITY 10 GPM/SO.Fi. f 1ER SAMMY SCREW 6_ig �= 92,8 03 -� v1 O 4 + * Off' �+O / / �♦ 4 i' 2. DESIGNED AREA OF MFG. LISTING SOFT. 1u 'l- 'i gg Li \ \ . , .. 1 / \ DISCHARGE _ V• §o 0 P a E v � � F- �o \ I / /�� S stem Demand TOLCO FIG. 100 3/8" ALL • _o _ 3�`= ��_ o i0., Y THREAD ROD N`>?• .:-gig �. .iI 11© / (�III�; o) x ♦� -ZI6 PSI i ie� gii o 0 o a `�+ o .o _ • 4 + � •110K�II,,� . + wc, TOLCO FIG. 200 `, TOTAL DEMAND T LL: r--t ---- �•. ��. '',--- let �. x HOSE STREAMS 100 GPM °101 PIPE RING Q \ LIVING o o • LIVING x / Li ROOM 4••• �/ CV INCLUDING HOS EAMS PIPE SWG c} 0:3 O - B�DROOM - '. L �'/1,. �EDROOM SIZE SIZE ~ N N + TEST HYDRANT SRC 203.1 GPM 0 li3.t PSI >: n a- oo liens• •Itten�: z Z IR "I1 1I 11 `',„ � I"TO 2-1/2" GST 20 d ,�, �, O `" •Ir - `: CV + PIPE z c.l ,.•, M N M M M M M cn �� Ise ` 3'TO 4" GST-30 v' I • (n O CC cc o Lii 1-- GST WOOD SAMMY HANGER I- NTS OLO o LO ,n ,n HD LOOK 4,41, Wz =lis E ,; � : o X14 \t o Li M=IM=IM � CT) W ( woo zQ LSI N - SCALE 1/8"=1'-0" N L m i 0 Z _1 W o 0 0 0 0 m m I-- ,- I- I- Li RR�-0• � P j iii, Z Li.l 14'-6• EY-0• 71'-H. 7r-6- s'-a• 14'-6• REMOTE AREA#3 / LL ¢ & & c 'v / J N y V) y V) co r • 11-a �-&� rte, • HYDRAULIC SYSTEM z N N - N / / / EDROOM This building is protected DOUB01 OFFSET a- ‹ OZ BEDR0010 \ Dr 41� TIM r'i I�� DI @ 546 (D CD. - • tit ' I `i ]H' Aic ` "� 1� ` ix' or tit' i 114\ 1st• 23 by a Hydraulically Designed co >-- /•-2 7-3Jf cyl _ /5-3 10-7 0 "f I _ 0-7 5- 10,8 66-- 7-3Ii,O 6-2 m Automatic Sprinkler System. CPVC HANGER t• I �J1� l �l. �. o W - - i i Q N IT►, N ;36 .&% • AA- e N C_ I / taco FIG 23 CPVC STRAP HARDENED HEx HEN)SELF NOM SCREW o I� I� • «pi1MI Pi• 0-t 0 ' .7/I`t• 1 1" la vAidA..�il5. 4 '� IS FURNISHED I M]H 7NE RINGER AND IS DE O J I J V) If " 1J ca) Eh. - - AO e.... 0 1 It<iie;' Location BLDG.#2- 2nd Floor 0 tam IMAM FASTENER sg ACCEPTABLE t- (e7fQ /O 34 I i�IrY�►F .1c"iirQ A •Li'• �► ((_� 1" L J 0 5-0 ,; O :417=>'L�,ten► 5' 5-0 i 0 w 0 + & • + , +� 0 N No.of Sprinklers 4 �, N N N N ` ` :::SZ IV;O .0 '' • "�`� . .+J ,.I JQ O „«,: \ `sr� / CPVC eumlASTER .� Q �,Q p Basis of Design CPvc ,,, „PPE 0 '•'- J 4 , ;� X (J7 \ \ - Je I l 11 ` I 1. DENSITY .10 GPM/sO.FT. pl m - 1"•i ss:‘,,::, _ - wow :•=11 i 1-11�• ;, 2. DESIGNED AREA OF MFG. LISTING SO.FL TAPPwc SCREW NEw ����A 1• / 1• NE7(WAD SFlF • • • O M :nliltni� 1• ® + . ,O DISCHARGE �, TAPPMG SCREW • z 1` N o Q �al � .. lei,r rY� N 4 Y / �%r%+ _ / aO / 114' ' 2-9 ,_�� :�!•1!! 2 1 •6 \ _ 1 .°' 0 System Demand f1/r' -f-�-f- O x 6 2 ��� �; `� ® /� /� '� 1. GPM DISCHARGE 0 131 GPM �� / D-9 I .�I I R-' r til' 11C 114" 11C 1 1H" 114' - � fj IC1maU�. `" 114 1)c .,1� 1JC VC Or --114' •. ' BASE OF RISER SINGLE FASTENER DOUBLE FASTENER Z � .17M a 4-0 0 2 2-; 9-0 • e "ol`- 9-0 2-;" 4 4-0e4-0 '15:rd 2. RESIDUAL PRESSURE 0 65.4 P51 I.� �) N ,rr3 ' CPVC PIPE STRAP CPVC PIPE STRAP I I_,_ O - BASE OF RISER ' �,r 33 0 0 = o } , ^o I ' ^�1,LI VI N G NI O,o LIVING '' ® ^of c , O FIGURE 22-CPVC HANGER FIGURE 23-CPVC HANGER I- 0 cn J , BEDROOM 2. ROOM \ • 4 + IP __or, "j! HOSE STREAMS 100 GPM / : �/J BEDROOM TOTAL DEMAND (1T DCPVCLPIPESS NAP W �� ail - I - ' MP TEST HYDRANT (SRC) 231 GPM 0 68.8 PSI ►/ N EE R 0 FIGURE 24-CPVC HANGER `) G Q ,O ,O INCLUDING HOS ST EAMS ~Q �� EGRESS 4 4 ` gilloV HANQR J Z 11:t si. -• 0 COWRIE 1000 .• NB ANDA LOCK HANNG BRACKET a, MAXIMUM DISTANCE BETWEEN HANGERS �_ CL m NOMINAL PIPE 3/4" 1" 1-1/4" 1-1/2" 2" LLL n Z uptizZEADSETc,r.men as SIZE (in.) 0 co Q Q p Li •iiiiiI I 1 1 Ir m,a CPVC 5-6" 6'-O" 6'-6" 7'-O" 8'-0" J C 2 a cr)Li 1'1 Qlie, Q rx N CCI r4 1(7) F- Shc0 \ D I- LoOR ..A, re ce 0mz Z W N ti W U' CD „' � Z � O CO re WW J �r14 / io� who Q '•_ / QW ("4 � OQ SCALE 1 8"=1'-0" z > v C9 0UC7 cc 53 (7 OMIgi= 0 Dif') l- U d lb AUTOMATIC REMOTE AREA#4 FIRE PROTECTION RR'-Q" , t 1 0.-0" / 10.-0' / 10.-n" / ,4_0• ,4-n• 1 1n•-n• t 1o•-o- HYDRAULIC SYSTEM >�--� ,, 1 This building is protected SYSTEMS, INC. GARAGE GARAGE1 GARAGE // /� GA /// / / /cm A. / by a Hydraulically Designed 1 860 �- / Automatic Sprinkler System. el 75 / H86 I 11) / •p"� ilk 1 1 1 / 1 1 1 1 1if'/ >4• lYi ad 4-3 9Q '7-0 t 3- 9.10 7- . i I•. 0 5-10 . co/N(3-0 1- 7L0 . c°102-3 7-9 I Location BLDG.#2-1st Floor .) ▪ O ^0 .. 01 ^o / Cr) �" 4 +'-o� /� �4 �� { ®' 0 / No.of Sprinklers 11 Qs) IED t-0 t' �� o I / '� T / Basis of Design o x, 1 JQ /�� `L 10 0„ JQ - / � ,P F o i. "1 j co / 1. DENSITY .10 GPM/SQ.FT. IIIIIIpI\ ak 2. DESIGNED AREA OF 931 SOFT. --1 d I r °O o co 0 ante 90D •6 $$D / DISCHARGE O BLDG. 1 I 1cy / l� • 0 4 3 5 9 ^o �0-0-0 0 iir I 0 3 8 illil �- flR`�," / 3�8 ^oo 91 0 ^oo t0,0 . ^2s; 7-9 0/ System Demand 'I A111 y� SYSTEMS u) �' A el A e' MI PRIM �3 / 1. GPM DISCHARGE 0 173.8 GPM II 'B�D �� O MI ,.� o ^O BASE OF RISER I, G • ID ® ® / 2. RESIDUAL PRESSURE 0 22 PSI ��� 2 c� G�\ i I 1. BASE OF RISER 11I I' /RE P R O� -- -- -- -- -- -- - 6, //7��_/ /_Z// / /// 14 /Z/_ HOSE STREAMS 100 GPM •' ��� ^^^^^M ^^^ TOTAL DEMAND T 19435 SW 129th AVENUE }-f - ^^----'^-�J' �Q� 1 TEST HYDRANT SRC 273.8 GPM 025.4 PSI e0G TUALATIN, OR 97062 AVEN 10' ELECTRIC BELL - INCLUDING HOS EAMs (503) (ELECTRICAL WIRING BY OTHERS) 692-9284 FAX: (503) 692-1186 F.D.C. OR CCB# 0067534 CFF cHFFT FP-1 FUR II n CONIINIIATION WA CCB# AFPSYI*091BZ BLDG. 4 I- RST f- LOOK , „AL-it DRAWN BY: KEN MOLINARI ? ? 4 i / [BLDG 1 BLDG. 6 DATE: 5/10/16 AHJ: CITY OF TIGARD SCALE 1/8•'=1'-0" KEY PLAN SHEET: BUILDING#2 N.T.S. - P 7 0 - 7 ‘61231M=MMIZE25€23584MMEIS3=5=835818:5833,223518573rar MEOW AFP. PROJECT #: 16020