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Plans (2) F PS2O 16 - 00060 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY /lg.' / / Q / P N _) ix E7 Z Q- Z N V 1 „Q"-- / =. 11 1 1 1 1 1 gl I I I II1 1 1 1 1 1 1 1 1 1 1 [g 1BUILDING #1 I1IN w r -. 1-.C ) SRC / _ i `/-11......zr c i / 76 1 [ 1 1 i 1 1 21 1 1 i 121 1 1 It [ 1 r N I I ( 1 It 1 t Ex wW t” o D.I. _ crrxoFcA� �sill o g ,' �' 'L 1 FOR CODE COMPLIANCE 21 � s _ 6 ft% 0-1111p, D.I. '- - APPlrovrds i.� og11 ,„,/ / -�............... OTC: \O IQ,I3p 1 q- 4"Ogoo ci o m m f " J Q '� e ! �- Qti1a. t.. Lsx ;s, 1 i i aN Permit#i D.I. \\ Bu DIG #/ � �� �� �� ��� � � g � _ � � i ! 4 / \ D, /VBU r• 1 Address: 4'<J 7O4P9c 1 E i .P, 8Isg _ 2 "' IM m / 4i �`\ I suite#>; ;Lr �: F /-0...._________ .... / `:•<./,, Y: 64(rte !9 ill 91 ! 2 I il 2 i' f1°.' A / PP 1 :11ilk __ _ 1 .,,<,,.,.. CT 0 \ PLEASE PROVIDE !li �- 1 ` .... ` � / 11 40; * Dc/..„,,./ WATER FLOW INFO: / _ �,� Z ��� SCALE , 8" MATERIAL AND TEST STATIC PRESSURE: 78 PSI _ \ of% � / CERTIFICATE NSPE ON W ...- RESIDUAL N PRESSURE. 73 PSI 1, \.. B DI G # FlNAI.INSPECTION W / I \ \ \• / CSI W OBSERVED FL / 446.7 PM /��� �, 4 ,• ZZ I ^V � < 8 TEST DATE: 2.16., 6 �, `� D•I• h� ��� !I! &�• QFFICECOPY18 INFORMATION PROVIDED 1 Y: TUA��TIN VALLEY y `� g COWAT R DISTRICT �.' �\ / / K gm Cgg O<S '-‘c. / 'Di 'A 1 z >- /ic/� ` �� �� §_ = cqc� 1 4.2 sr. = vi / /// U G 3 25 dg idi pgi 5 Sig a:1 1--- K/ \cn >- / �\ TDR (.-FWI1 ® - 4" FLEXIBLE GROOVED COUPLING OF - 4" DRY PIPE VALVE W/TRIM, igIgg 01 Pg xE I g m g- r / - 0.4":.lAda tc cr' \ ` O AIR MAINTENANCE DEVICE AND �� wog ri r BUILDING #4 B - 4" VICTAULIC 705 BUTTERFLY VALVE PRESSURE SWITCHES - - - - - - - - \ \ I , O (ELECTRICAL WIRING BY OTHERS) Q / \ W/SUPERVISED TAMPER SWITCH ^ '� o `� \ 4 \ G (SYSTEM CAPACITY 255 GALLONS) 0 (ELECTRICAL WIRING BY OTHERS) `� �' z ,`� \ D.I. I © - 10'1ELECTRIC BELL M M o I f 0 - (ELECTRICAL WIRING BY OTHERS) N N N \ (� _ © PRESSURE GAUGE ® - 6 HEAD SPARE HEAD BOX Q`� - 4" WAT R F w / -L— - - 4 - 1 N O ® (ELECTRICAL WIRINGTBY OTHERS) 0 � ' J - RISER MOUNTED COMPRESSOR CH w � 01 CNI c.0 a_ DI (� d- Irn 7.�" Ir; Ipl Y D / O� 1 LL ! ' ' © - 2" AFG TEST-N-DRAIN 0 - AUXILIARY DRAIN o _ • � � o In o _ _, `` \ I `"' �� W/PRESSURE RELIEF VALVE © - PIPE STANDI ^ N :.7.----111 I— / / \= - — BDRJ I BWR \/§ U G2 = = C. = = ; Ki6 TO F.D.C. SEE PLANA E 2 ' Zp a . L- ' � FOR LOCATION L- E \ /i BUILDING #5 BUILDING #6 'I1- 10 it w I © �_ W Q I ,� FINISHED FLOOR o in E m z / �I / V CP MAIN DRAIN TO EXTERIOR J W o o ° o f i -- ' I / A.F.P. STARTING AT 4" FLANGE m m ``I1'-0" A.F.F. (TYPICAL) D NOTE: ALL U.G. WORK BY OTHERS w in vii vi O- W i W J N .4- N Cr' z F Pb G � S T1- PLA \ F RI- H SHH DHTAL a_ J m L...., _ ,:. _ Q it 1 \I N.T.S. J o w ■ i = SCALE 1/8"=1'-O" N cn . - J (.. I— ♦ ., Z O Z O cn GENERAL NOTES: U DESIGN NOTES FIRE SPRINKLER SYSTEM - NFPA 13 (2013) * SYMBOL TABLE J 2 O I- AFP SYSTEMS START ® 4" FLANGE 6" A.F.F. W J p REMOTE AREA 11 (BUILDING 4 ATTIC) - DRY SYSTEM * Q p ALL GROOVED PIPE TO BE MEGA-FLOW BLACK PIPE CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF.10/ ENTIRE ATTIC AREAQ - GROOVED COUPLING FLEXIBLE d p (ATTIC PIPING AND ALL RISERS) a j USING Q.R. 4.2 K-FACT. 200 BRASS UPRIGHTS HEADS * ALL THREADED PIPE TO BE SCHEDULE 40 BLACK. ce ~ Q o0 Lii MAX HEAD SPACING 10 X 12 (120 SQ. FT. PER HEAD) W 5 CC * ALL PIPING IN APARTMENTS BELOW 3RD FLOOR CEILING - GROOVED COUPLING RIGID CIN a 0 p w _ REMOTE AREA 12 (BUILDING 4 THIRD FLOOR) - WET SYSTEM TO BE CPVC U.N.O. J p 2 Q O V) / 72-0 / CALCULATED FOR LIGHT HAZARD OCCUPANCY ATA DENSITY OF.10 FOUR MOST * ��� - FOUR WAY EQ BRACE "a w O 0 c / ALL GROOVED COUPLINGS TO BE RIGID U.N.O.(FC= FLEX COUP). VVV re 0 20'-00/ y 90'—o' 7o'—o' 76'-0" 20'-0' ,0•-0• / HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) CO /X t USING Q.R. LFlI HORIZONTAL SIDEWALL HEADS 4.2 K-FACT. * SEE DETAILS FOR PIPE HANGERS TYPE. W 0 p °' H r 4441111111111 4� ( MAX HEAD SPACING 16 X 16 (256 SQ. FT. PER HEAD) - 2 WAY EQ BRACE (Z Y N z O 2 I I III::' * SPRINKLERS ARE PERMITTED TO BE OMITTED AT CLOSETS W N ti W M W 0 O_ __ - , \ ...�� / i —� _— . —� THAT ARE ARE LESS THAN 12 SQ. FT. Z Ce O w W REMOTE AREA i3 - HANGER p m re cc 1 • CALCULATED FOR LIGHT(BUILDING OCCUPANCY OAT)A DENSITY OF.10// FOUR MOST /E. _ (D = O ci 1:: Z O O J V'o4 �,o ci � ,o 4,-; �.o ',o �'o • HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) CAP W W Q 11 ���.— �� � ° -tea �n—: —.� •. -- USING LFlI PENDENT HEADS 4.9 K-FACT. Q ' N o Z 'ET] z �o o �p p 4 ,p • MI ,p MAX HEAD SPACING 18 X 18 324 SQ. FT. PER HEAD z O o ui tx c 30 Q 28 0 JQ - Q - - Q Q v 21 /Oh ''t Q v 0 Q ote v Sr rn v C1 H I Hi" 1x 0 1 1 lx He 1 lx 15t ,x" 1 1 Jd" 1/401 11t" ,l� . 1 t tlt' tlt' _.1. �. ! 4i1 ! �!� '1i ,i 7-. 2-9 1 a 2-954 8-0 3- -11 :-014 -914 5-3 i4 2-94 8-1 3-9 -5 9-• 4- 4-7 5-0 584 9-6 4-4 3-11 8 �, 2-9Xi 5 2-914 7-: 1" 2 c" I; *-4.11 EF. REF:I- -TREF. II •) .2 00 C: �' l :' Oo 00 a �' ] J _O° °0 1t" t3334rii •], 00 1DWODW DW I I �� DW 11. ' ,�' igSYSTEMS INC. — rA �� �7 A I 411 r _ I �7 rill '� 11• ='� ',l• ^`� 1� �� ,!!L4 . f_ o -10 1 9-10 I / 1' f ti nff.a / I L-1 OM �� rLREF.aw.�i�'ifi�. 014/PE% lt., . Et I 11 15r ll" _ i I 1 - 13l"/�' / _� , i1. W x �11� Dor T15f 1" J" T1-1 11 - J -1 �� �______ -10 G�7 6 ° 3- -1 (�� ._-- -ii �3-7 6-•' I- Ali �' v Iliit = 7� 1-1► I �' r ® / __ / I " \ ,N%Q\ tlt ix' J• I 1 11r 2iI■ / jj oD W / W _ �j _ W ; W D� jj 4-0'� a- sp Q '" ., 3 ;,..__ III 1 _ UV W DoT s „... L / DO " i MIMI L \ 1 p •�' / - P \ p 'j' it h.co 111111111.11111 /A W_\ p '�• / :w>" 11 Q BLDG. 1 1 ^' 1sl' 1 ,x' � 11i' 11t 1MOM I 7 3 6�: 63 s!4 1N\ f 6� 014 "1111 ' � i" N 10 / 9-2 4-6 �� tx" 1st 1 ir„ 1MEN ' SYSTEM S 1 L _4. 7-9 0 + 8 G -154 6-8 6-5 7-B 0 : ..... 6-5 7-: 0 :milim 0-: 7-3 e�<7 / o o / 0 42 .•.: _ c 1 1 �® o / o �'' ? ,'s \ / T \ Min ^ ' 0, it ' \ / /R£ PR O,,G I • T 11111H11111"1"111. ,.� �r. B 19435 SW 129th AVENUE �.�:—.i =—� —.� .c--� >,► ili. -� �Qr TUALATIN. OR 97062 ds nI 11 __ T vg .w (503) 692-9284 -- hI FAX: (503) 692-1186 I- 10' ELECTRIC BELL R 0 O R A1 (ELECTRICAL WIRING BY OTHERS) *' F.D.C. IIIIIIIIIIIIII'' OR CCB# 00Y*091 ' WA CCB# AFPSI091 BZ SE SHEET TP-1 FOR U.G. CONTINUATION BLDG. 4� I ■ I 11— I I DRAWN BY: KEN MOLINARI SCALE 1/8"=1'-O" '` \ I BLDG: 51 [B-LID_, l DATE: 6/10/16 iG 6 \\ _—_-i - AHJ: CITY OF TIGARD KEY PLAN SHEET: BUILDING#4 - P 1 OF % 0 • AFP. PROJECT #: 16020 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY 4' ,o ,`°.' ti, S. OCG ' Tol-Brace Seismic Calculations c, AFP Systems,Inc. • 4 - ,....A. /� ; r �� .`a - to Project Address: Greenburg Apartments \ I 1 �+ �+ 711/1211 - i •+ x \+ I ; �+ �+ O B-Line .� - .� ' r .� .� .� .� ' .� .� Z - 19435 SW 129th , ,Q ' 1 - - -Q. __ R, 1 OQ ' - JQ I 1 x ♦Q JQ * r OQ x �Q OQ (n Tualatin,OR 97062 •S� .'a - / - -1- - ---` - I o • • - 1 e • > 95505W Greenburg Rd. Y E�lily ,�% / J i/ i(/ 0 ;/,77 ./ . i47Yjr7 o 1, A 1. O I f - T --� -- - --- i 0 1F -(� ,} 0 r T r r T 0 1� -A ,} o I 1 w cn z 503.692.9284 REMOTE AREA#1 'i 'r T14 4 s�o ' ' 8, 0 :-a s�o s�o I I I I I o Tigard OR OR 67534/CA:936000/ ID: • o c 1 x _ 0 I H4 �I I HS I S� o I I i I I I o - - 8�0 2 180 I o to \ I / 1 I I I I I - I I -� HYDRAULIC SYSTEMI r o r - >. I U4. �,� 1 i, �► 11 I 1 1 1, Nir^F I i i 1 I Il 1 i 1 1 1 I I 11 I I 1 I L 1 , •i ,Y Job#16020 I• ( �, O 1 • _ • • r ((t, • _A • • _ • • • I _ • • • r •, 4@ • • •l 1 CekulaHonabaaedon2013NFPAPamphletMl3 This building is protected ✓ 0- ° / CO` . . 1 4 : 1 . .-t 1 .r' rp 1 4-I , I 1-: ,:-1 O *rte i I 4-4 :-1 -t - O �1 b-4 �► I I ; \/ I I I I I I I I I I I 1-18 ' \/ _ I I I ; \' - 1 •I I I I I '�' + ° , . n I I I I I I I I I . i I + + 7,0 I 1 I ' i• •0 1 1 Z_. Brace Information Tolco Brace Components by a Hydraulically Designed I I �� . I I I /� ti /� 1 I i I - N Automatic Sprinkler System. •+� I I I •+� I I I I .+� ' p `�Q I I I I I I I Q I I I I I I I I I\, I I Q �\ I I I I I I I I I I I I I I I I �Q\ J'+� I I I �' 20 0"(6.1 m) Tolco Component Fig.Number Adjusted Load r I T I I I I I I I 11 1 1 I I I I Maximum Spacing 1 Location BLDG.#4 ATTIC I I I I I I I I I I I I I I 13 I J I I I I I I I I I I I I 1 1 1 I I o WOOD JOIST _ Maximum Brace Length 10'6"(3.2 m) _ Fig.1001 Clamp 1386 lbs(629 kg) • I I I I •I 1 11 I I I 1 I I 1 I I I I I I I I I I 1 1 1 1 1 • ® I I I I I I I • I I I 1 I 1 3 I 1 1 I� I I I I I 1 Ico Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1745 lbs(792 kg) No.of Sprinklers 29 11 1 I I II I I I I I 1 I I I I I I I I 11 I I I _-_ __ 1 1 1 1 1 1 I 1 1 1 1 1 �I I 1 1 1 1 1 I I I I I 11 1 1 1 1 1 1 I 1 1 1 1 1 1 I I I I I I I �I I I I -CO 1 1 SAMMY SCREW o Angle from Vertical 60 Min. 'Please Note:These calculations are for Turco components only.Use of any 1. DENSITY g l0 GPM FT. -I I I I I`, I I I/_4 I I I I I 1 I I 1 1 I I I I I I I I I I I 1 1 I I I I I I 1 1 1 1 1 I I I 1 11 I I I I I I o -o s Calculation Based on CONCENTRIC Loading Basis of Design 1I _ 1 1 1 1 ( I 1 SWG WOOD AP y 0.42" 11 mm - other components voids these calculations and the fisting of the assernby _ �, 'Aro I I 1 I I I I I l I ,- Least Rad.of Gyration { ) -J/ I I I H, 11 1 1 H 1 I I I 1 1 1 I I I I I I 1 1 1 1 = Assembly Detail 2. DESIGNED AREA OF 2589 SOFT. I I ® I I I� I�, I I 1 I I ( I I I I I I I I I I I gmuunnrmw,i g Q DISCHARGE �Y�, •® ® /a, 1..'2" 1 • ✓2" 2" 2" 2" I I I yl' I s xv/ 2" 2" 2' 2" 2" 2" ,am 2• I 12• I I I 2" 2" 2" I I 12" i 1 1 2" t,' t 2' UR value 300 System Demand I/ • 0, '� 8-0 'I 8-0 I 1 e I 1 8-0 1 I 18-0 I 1 e I /8-0. .8-0 I K 18-0 1 e I 18-01 I '-i 18-01 I 7 6t0 "� I 1 8-0 I 1 8- i �8-0 i i e i 1 8 0 C8 p I I e �8 0 I e . •8 0. 1 8 0 I I w 10-4 • • TOLCO FIG.981 ! r 1 Max Horizontal Load 713 lbs(323 kg) .,___. UNIVERSAL SWAY BRACE 1. GPM DISCHARGE 0 437.8 GPM 1 •i I I 1 I •I 1 I I I I I '' • '' I I _ I I 1 I - ' ATTACHMENT BASE OF RISER - I 1 I I I I I I °° C I I I I I I 1 1 I I I I I I I .1.k._ 'II I I I I I I I I I I 1 1 1 o -� RESIDUAL I I Ie. I I I I Q� 1 • 1 o I I I I - . v Farce Factor(Cp) 0.5 STEEL PIPE I, 2 BASE F RISER URE O 45.8 PSI i I 1 1 I 11 I J s I I I , 4¢A 11 I 1 1 I � s g < i i g I, BASE ,° ;I I I I 1 I 11 1 I I V I 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 I � HOSE STREAMS 100 GPM - I f �` I I I M N TRl!lS�ESI I I I I I I I I J +� I I I I I I I I I I ° ) TOLCO FIG. 100 3/8" ALL o f X° _ $ i; Fastener Information / I 1�„ I I I I I I I I I I o -1� 8 TOTAL DEMAND AT I I 124 O.C. I I I I I I I I I I I I I 1 1 1 I THREAD RODs Fastener Orientation TEST HYDRANT SRC 537.8 GPM 0 629 PSI AD • 1 I I 1 I O I • 4 ( y NFPA Type F /� INCLUDING HOSE STREAMS ---/ tx a •, ;1 1 1 1 I 1 1 I 1 ro I I ;I I 1 1 I I 11 1 1 I I 1 I I " rn P o 4' � 1 �; 1 " I ,o I I I Y . ,° , •o I I I I o- I I • I ,oI I I �N .� . 1 �, I� � � � � � Or4. 4' 4 I,4" II k 4" 4" , \ 4" + 1 ro 1 1 ( 4"l' 4 4" 8 a t3 -1 r 13-e /3 6 10 I I I r'N - 0 r A TOLCO FIG. 200 i � Maximum Load 685 lbs(311 kg) � ♦ 01,I I I 1- e i ti /� • 1-1 I 17 . F 3-8 . + 19-i i I �r I 1 h / I I = $ a , /r 18-1 21-0I 3-8 I 7-0 0-4 a o % 4+ ; ,° 1 1 1 1 I � I �� I � �� oQ I I I I . I I I k,\,.• I I I - lin PIPE RING 1 I Ileo Q I I Q I II I I r , I �� '� I IL I - � � � J � � 12 TOLCO 5/8in. 47A�+ , 1*., \ IH1 '� v "'fig to _.. TOLco FIG. 1001 • Q I I 1� � �(� I� I I I / Je I I I 111 I IJQ I 1 I 1 I . 1" / � � 9 , 03-' �i!''rT Akio.. 1." a / 1 ,• 11i 11 1 1 1 114•�. ` 1)f' 114" • /VI 1 I 1 !� 1 I 1 1• ll►1 1 I I 1 1 1 1 / 3-• N _Len to FAST CLAMP - N, N _ M 11 4 1 1 PIPE SwG Y 9 3 1/2,n. � Q B N , 1- y I•-1 "IP r O;t,9 1r 1 4 :-1 Ofr - r . 1 74, I-1 -.r 1r � : 1 r - -' : 1 ► r .O , .-1 •"t - -N !� SIZE SIZE2 < $ ois-10 C I I • 0 ,o I I I• ,o / 4> ��' 5 ; z p - aT e �'- I I ' •+'\ • m .+\ - I ;iI r) .i\ .. '+� 1 I I 7 eo rn ��' � k' $ 'c'1YP Throu h Bolt I ( 1 1 'Ic Q 1. 1 1. °a • r I ;I - 1 of Q i I 1 ^N PIPE '` s >_ U ,�1g ' I m " _.. I + I"To 3'• SWG 26 Brace Identification on Plans - / spya�+ �; 1 / i � N '` � �, OQ I 0 1' (r,OQ 1• 1 -O ," N ," •� o � �c 4y� � "aLat.1 •7 0� �. •� V / � f1 �fl 1� X �L ' • -1 5-1>h �' _ • I I ' O - ,� .C�- -- I 3-1/2"TO 4' SWG-25 Z a g 1 �2 Orientation of Braced I I I1 0. 1 ,,li 4_1 Lateral ' ' cp , •` . �I I ` ,,. o ,,. „• ; 1 _ �i o to • 6-1 6-1 • • 5-1 5-1 Braced Pipe:4"Sch-7 Steel Pipe Load InformationED •� + .__ � • .+4. / °Q \ Q Q� °Q rilinahl.F. `� w _ � 1,ig Size and Type of Pie Total Length Total Calculated Load I / SWG WOOD SAMMY HANGER ~ , s E "' m = •o YP P 9 O o 4"Sch.7 Steel Pipe(101.6 mm) 20ft(6.1 m) 109 lbs(49 kg) 1- TI NTS Z _,a 2"Sch.7 Steel Pipe(50.8 mm) 144ft(43.9 m) -273 lbs(124 kg) 1.5'Sch.7 Steel Pipe(36.1 mm) 149ft(45.4 m) 202 lbs(92 kg) % 1\ w mm3 x a . : 1 SCALE 1/5"=1'-o" H < Percentage added for Fittings and Sprinklers 15% 88 lbs(39.92 kg) 52 c4 8 § Total Adjusted Load of all pipe within Zone of Influence 671 lbs(304 kg) !I g � G o i Xg g8 g =2 E5 MN-Brace Verizon 81 � < 2 > g 1: 82 3Q ,4 g s �� �§ - g•-•..x U g. Z_ (/) t3 t3 d a 2- 11111 W ‘41 WV-0" 20' 70' 0' 6 0" F n" 2e 0" �'� `'_ IP, 2 Tol-Brace Seismic Calculations / / / / ,� / wooD Jo1sT Way �W �� AFP Systems,Inc_ • O O �_ , `.4 C1 �- 11 go y Pi o - Pro'ect Address' Greenburg Apartments 1 19435 SW 129th B-Line REMOTE AREA#2 . / / / I • / * ,pl _ --�� �,° �,O I r e b .1 _�: I *t. OHO. �- •�-s� + 0' o s d 3 g 8 8 Lt_ 9550 SW Greenburg Rd. Tualatin,OR 97062 - 503.692,9284 by 'r0 x �I ♦ / _ ♦��� ° , ♦ }` O �.,♦�� ti + \ O } N111111111. / ♦ • \ / �� - r ¢ rnQ HYDRAULIC SYSTEM ° ® -' ° - # t. o , ° �,OR 67534/CA:936000/ ID: �> 1i���- 11 e-4- :;4nr t I� IIS �utmu� . �p tii)� t co rr r� r� c� ~ Tigard,OR f4s - J moi: - a x Or o cV L� This building is protected / 7/ xx x p�� GST WOOD 0 lob#16020 Calculations based on 2013 NFPA Pamphlet 013 by a Hydraulically Designed / 'C O� ♦•. L. SAMMY SCREW ISI zNN � MM Automatic Sprinkler System. to Z x x xl �1x xt ),pix xl14)♦x O Brace Information Tolco Brace Components .,o �/ ,o ,o o ,o ,o = r r7 (7 Location BLDG.#4- 3rd Floor O - 0 ,O 0' w 7. TOLCO FIG. 100 3/8" ALL {/) Maximum Spacing 40'0"(12.19 m) Tolco Component Fig.Number Adjusted Load F.r F.fro / REF. R�E"F.' REF. N + 0 ,\ REF. . " THREAD ROD - No.of Sprinklers 4 O / O O x \ IIMII x O O 10'6" 3.2 m) Fig,41 Clamp 1745 lbs(792 kg) ° �� W 0 Maximum Brace Length ( - �a � te, ° ° ••'j �i• ° 0; l u_e»♦ ° tie_n p'�i0 �'�ti c� Crz4 4 c� cit cD Bracing Material 1•SCh.40 Fig.980 Universal Swivel 1745 lbs{792 kg} Basis of Design O O 0,0 / 1 Oi0 O O O O O,O O,O • •, \/ 1--1 Fr �V� v I O O ® /O E ,O •• •I 's v v v ui + O \i V. + TOLCO FIG. 200 I 1. DENSITY .10 CPM/SQST. 1I + Y 7.4t I `�+ I r, • i /\ Ile0 . + �I, /�. ni01 PIPE RING Angle from Vertical 60°Min. 'Calculation Based on CONCENTRIC Loadi S, i I °.17:).01IDWI '� D ` DW '� t n Loin o In In 'Please Note:These calculations are for Tole°components only.Use of any 2. DESIGNED AREA OF MFG. LISTING SCUT, Al i O DISCHARGE • ? • • v ♦i1_unn ...61-1 m ,:s3 o In .- O othercom nems voids these calculations and the Gstin of the assembly. O O 0 al '18,1 isx _ N N Po � 9 [cin ♦ / ,�•I = Least Rad,of Gyration 0.42 (11 mm) i(eT• x I i xig* t ♦ ° � x • } x $1 ,O a x r 'y, (• O Itb"'tx x 3 I x PIPE SWG _. Assembly Detail System Demand Ili _ �\ / • Ld0 hir, / • �'/ .° • 1� J J • \ / ►•_ .. �11 ���; SIZE SIZE ,, UR Value i. GPM BASE OF RSER GE 0 103.8 GP4 �,` x } %• O O + �' w z = m 300 TOLCO FIG.980 H 8 + • `O \ O ® c ' SJ p ca 2. RESIDUAL PRESSURE O 61.7 PSIOlt - - MIAC Q ''® / - //, I TO 2 1/2 GST 20713 lbs 323 k UNIVERSAL SWAY N_J O__♦ �JO '� O PIPE 1- Z iYMax Horizontal Load 9__ ._... ` O O OO . , O N = ce BRACE ATTACHMENT gyp; BASE OF RISER , 0 :.I7 �� ti),, 0/ 3'TO 4' GST-30 "' a Force Factor C 0.5 j // �\ r / } \ / W . + / Q I P D /O / • +� \ / o O ( p} STEEL PIPE HOSE STREAMS 100 GPM O • O (( yr O V`' `l�J O �.-@ "---�---- O �l OD \ At 0 � \ •11‘ SII o `�J O O © F- TOTAL DEMAND AT \� V /°� \N :°- r--_ O/ /� ° x � �l� x JQ \i� `-��_-���-P_�-�� �y W t= a Q m TEST HYDRANT SRC 203.8 GNI O 65.4 PSI 1 / "-�"" Z tY >- Fastener Information 0.0 1‘, \ „��\ / - • + \ 1 -• e / w , ./ o r . \ ♦ 1 / ems- \ /� U I- Z INCLUDING HOS STREAMS (1;, x x xt(Si) D W RA x ,!a""`�r' �1 i) D \„` x x m m LJ,., \ / _ {' \ - - / °,° �;\ Z��-� \ / 1� �- ] DD TWOOD SAMMY HANGER �, `` _,.1 ,.-•.,., .-, 9�.- -..;� �e - 1 ..,•� ' ` _ R i- v.♦' �e ,- to Qe,,_ e„ _II Jl,ell e,_ „ _ J,Yn ° 1 °, „ e„� „ ;:,, GST;o Fastener Orientation NFPA Type F _ ko,/, ,O �_, ♦j ,O� ,O ,O� O,O 6s' / .UP �..,� \ + O' ,O,= r •^�♦ ,O� NTSx x x x x x ; x x _� -_ - (4/ '4- w } x x xCD PIPE CLAMP FOR . i . 4 * + * 4 i i • i /,) tt 'x e + . } ¢ } UZ TOLCO FIG.4L / \ O / 0 . i , 1 iii --1:::: --- . •° . 4 0 / \ J W O o 0 0 0 o r O� O''' °�• C. o$ o ofI'0 ��� �� � . \� �� / O o� / °� % ° I. : :Load bs(272kg) SWAYBRAC[NGr - '� •� � � \ �(t1 ea,,.O ♦ .1 \ y �1/2in " - O ��_ - cb' \ Length 3-1/2in. -__ \ / \ • • + N 4 / O' c� \ \ / ¢ ti d d v v ►- °a O� J CL In v) rn VI In Y o o to co I I I Z X CV ._ `V N 0' Cel Type Through-Bolt I- Brace Identification on Plans Long.A • ! - - Z Orientation of Brace Longitudinal ` i ` i ` i ` , ` i `• i ` i ` i a t. -r r."=r r. .tram r =.tai r�:tar r_ r ta■ -..r r =.r ,-) Braced Pipe:4"Sch.7 Steel Pipe Load Information m CO Size and Type of Pipe Total Length Total Calculated Load �I� 0 -1 _i o I- 4"Sch.7 Steel Pipe(101.6 mm) 4011(12.2 m) 217 lbs(98 kg) -r IRD FLOOR A UJ LLI lit1• j l'ill.r, N \ \ \ \ \ SCALE 1/8"=1'-0" #515 (i) , ` 11 Z DOUBLE OFFSET Q 0 CPVC HANGER Percentage added for Fittings and Sprinklers 15% 33 lbs(14.97 kg) W Z Total Adjusted Load of all pipe within Zone of Influence 250 lbs(113 kg) TOLCO F1c.23 CPUC STRAP HARDENEDIS E mH tl ANDNGi HANGE 0 ITol-Brace Verizon at SCREW ltLCO FiG.22 CPVC STRAP A, MINIMUM FASTENER 9ZE ACCEPTABLE . -i. Min Mils CE a QCPVC BLAMIASTER PIPE v cmeLAm1ASTFR v ;0;-MI i- (r, Ce ZP _ TMHEAD SELF Q _� P@1G SCRE11 IfJrO sIIF CPVC BLA2D1AShR•• ( ° a J �e� W Q = 0 / 172'-0• / \T (1 �i / APPwc scREw �!% W I- m 20,-n" 70,-n" 70'-0" 70.-0" 26•_0• 26'-0• - '0,-0" 20'-0" �% Q CO Z Ci 0 (n CPVC PIPE STRAP CPVC PIPE STRAP ,0, I a w / / / / SINGLE FASTENER DOUBLE FASTENER I J p Q O . N CC O FIGURE 22-CPVC HANGER FIGURE 23-CPVC HANGER - re I- re L7 N I I I o ° ( ls I ° .I24 �:� I o o I �i 01 DOUBLE FASTENER Z W M w 0 M O1 CPVC PIPE STRAP w REMOTE AREA#3 rr-'_-� e �' %/11 h, 0� Ct.,° 1' , • 0 -Allo �' . � �� 4111! �/ 1 FIGURE 24-CPVC HANGER W N Ww 00CD HYDRAULIC SYSTEM Jew 1" � ,�JQ� ,:� ` ,° / (�Q�\ JQ�_ Q\ ,° Q\ .�° _ ' _JQ\ '° �\ JQ �' .� �� ► - z ° m Lcitj 1E21-734 x.. ._ ,._.-7SIf 1" , . ,i e +OYlier .��:,,, ,_ a t0 \Lida_- =uein� 1" * +°� r(�on hilt/ -1 = O F- Z C7 O This building is protected n♦ . + 1-0 o- J b a H draulically Designed 4��� `�h �� :i �• '�� _o t�f:. .` Q W 3Y Y L: 1 = 1 �� \ t -�jl1 - 1 - 1 t ®�B - 1 ® - I cawoglE woa6 NB-1 HEADSET MOUNTING BRACKETMAXIMUM DISTANCE BETWEEN HANGERS W t- W5: CS 1 r- �y! t • ' S) ♦ d ♦ ♦ �' `f AND NO BLOCK HANGER v Q Automatic Sprinkler System. �D _1� ® �, O� _ , ® • ,�� „ 1 (;d - , a o Q Z a, o Q 1S4' / 1H" 134" 1�:-:� tit t14' 134" 11f :nu' x li' 0 1C 1 134" �11C 1 13- 134" 134' U4" lie Ur , 1k" 1' , 1SC-0 1M" lir It - Or 11C 114 0 IR" I. NOMINAL PIPE a > tV C7 O W re N g r ( y �(qrr • ^ r' n t3 ` 3/4" 1" 1-1/4" 1-1/2" 2' z - o IA 3_.i. 7 2-91f -1)4 0-• 5-2 2-9 8-1 - 1 8-2 -9 5-1 0-41f 5- 2-9 7-11 2-9 7- 9-a 4- 4-7 ti_;t' 9-• 4-414 2 2-11 8-1 2-9 5-3 5 2-9 7-8ff 3 a SIZE (in.) W ti H V al F• A 1' r cm.Boum ac oLocation BLDG.#4- 2nd Floor I O/ �/ � - / , ° ® / 1• II I,� o_� la! ���,� n�,L _ 1 1 - I I r - 1 �'• • O _ ,-1 r - 1 �� _ I iiiii�iiiii CPVC 5'-6" 6'-0" 6'-6" T-0' 8'-0'04 • -oR �1 0 \�� 0 o'R Q; + -�'' \ + x [� F O/° 0 0 �� Q� 1i1,No.of Sprinklers 4 [,�� ir Q 'flab 1" [r!%.- ` 1(1 `� tAr°' rn EO R1' •O I� '3'i' Dar l •'n..I aoil _ ae) °' 0:C7 a A ° '�' , °' ' °' tLii *e 'd� Basis of Design O„0.-)...2-I aO • , ♦ � tit `� /° O O I 100 O O ,O `� tlf' -c� �O • •i',. 0/r-� �W l� O' 1D \ I• „ ` O% ma° •-�, tx" -�, O/° • i l 1. DENSITY 10 GPM/SQ.FT. ° r . + ��� /Am 4 ® O O ®/0 1 h0-8 CV in '(�\+ •°� ° } el" .1 ��Zl� • .,.. / 10-• \ AUTOMATIC 2. DESIGNED AREA OF MFG. LISTING SQ.FT. `lQ r_D1 \ DVVI DW T i'D DW , Q 1 _ DW \ I '� \ D i QDISCHARGE �u tllf�lh_il � ' co V /OI - t1_ = ♦ •\ 1" ". /O 1M" ♦ •� ,•`' ,: 1 O_ 1H" i � lit 1 1)1"OP I17�')r, ems► ♦\ N, a ♦1Trl�((en A. �° . r 1" i ° -�� FIRE PROTECTION ( \ l ° r • 4 5-3 Tiff '�' I 0-• 7-2 7-7 8-a"--- Ow 0-10 O (,ol y` System Demand • �►r r g / 1 ,•• �I� 5-: o .I, •',l�"O, (e) 5-11 , / O' 1_ ) op I t 1 �' Pz? ...._, - O' x .), 1. GPM DISCHARGE 0 130.8 GPM '• ekp I JQ �* Q + a. _ •+ 1 { ` + BASE OF RISER 4 \ x w�a • \ t o O �, r • . - - ^ ® ,° oti_o.,..._ 1 .1l \ - «� �' SYSTEMS, INC. 2. RESIDUAL PRESSURE 0 65.7 PSI J I 0 _ r♦ ��yp a e,� - IBASE OF RISER � _ ry r�Sii�r�i5 * 1 ic 111���I1 I _ Ifi�2' 1� i 1� r��.!J - 'ra• -. ��� vv \ O'Ix; = - it;l -s�s>i v/- .: tie.Jl-', , v, ,1- ' [[[�������,'ia 1 /lhr lit 1S1" 11(" 14 1- 1 (11 :• 1r "�' V " /O ® - Q �� t,- 1S4• It1.71I / 1St" 114" .ay`L`J% 1 k 1M (fr i��i�'0 t 1 1' bow 1 � \ ', O OQ \l N. o , I�• ' ` i' 1 i• ,O HOSE STREAMS 100 GPM il, ® 1 -10 1� 1-1• -7 a -1 -D° 1ill' S- 3- -10 -1• -7 1 1 : 0-10 i \ -1 0 -10 r • 1-1• -7 -10 '� #•i'� nI o x OQ, x 4 � I,� Q D ��et-- Or t \ � l�l� `7 r� TOTAL DEMAND T �%1j x /O x �I • x 0 I �� as: - - O Q ; 0- X ' /O + ° i_ R' x _ N }Af MIX ," -t" 13t 1! . 1 l4 i1•.- 1 0/ \ -C 1 TEST HYDRANT SRC)) 230.8 GPM 0 69.4 PSI t, �j/ I • ' \ g �� p �c �ESI ' \ t" O� ��,� I �.� lOit 1 t" j, INCLUDING HOSSTREAMS '1 .':��J ,/ � O I© ES �%' , , \� O _ �' D' sa rs, !r2Nw - fl- _-4-.41110 0 siT�1 -t'r �' ��Lam,'-' + + '1�_�� - 0 1 11 O'J - -'s em.L .. i/ ` / 0-0/ ��gl . I e 1 '��I� UP s, [91:.% x • • I O (4' \ \ 'I!i' .. / o-t o; kia l-- Ste? no•-. le) usn tai Jli 1R \ v• \��°�' • •a�n� um, awn mrhaasr -- 111111 r-v vrl /- •► �e-i ,x, / r',1 O o O ,�y ♦ "., �c3. • \ ,° / OM=,♦ `s i +• +O / _I %_ \ / 0-61 0 } / �� --_- ,♦ '•*��= - ,y \\-4.. o-• O/ ' a i-- i / ,INSIN`• \ Er /1 ° + T 1 Q\ ,1 v 6 v ,� , • v �t�I . i �\ ci \ T \ �0��N K) am _ -�0�1 - } - o 6`‘._:\. j' Sf Y v v � tP 11t 114' ,• Q , 114" ix. 1 ,S4" )4" ,li"e. / ,1 e 1 \ ,)t' i i ,_, ' ,H'e ,14" 1k. � . - ilia Q /••�� ,3C Je lie 114", 1�, olie lli' ,1r / , \ Or ,34" til a=i 1R' u 1:�1 I O O ii4. O 1 : ��) "u I : / C Md l t r-�1 r 0-81¢ 6-31¢ j 0 1-s \ 6-9 0-: 6-7 i 6-6 0-714 7-1 0 1 : \ 7- 0-6 . 0awn FAN ' 8-214 4- 91 �, a -1014 I 02-10 1-1� 214 2- 5-2 -� o 7-1 1 6 • 6 1 8 6-9 0-6 BLDG. 1 O SYSTEMS-� '� - ° �' • I_ • _ �� O' O / \ U1 O °immion!. . I <2 �/ irnallell ' UMW --lam.4. . �� R ��G are.•raataaarl• e O �;-aaa► ra-:ilii r--tar r•-°=tar• O' . `. ear r=�_imol 0. -tar ria-=ta► , 11111 19435 SW 129th AVENUE F._ c 0 \ UP ����' TUALATIN, OR 97062 \ DFLOOR 41 (503(5)036)926-9922_814186 lit= '!I FAX: . III' OR CCB# 0067534 19 `� 1 \ WA CCB# AFPSYI*091 BZ • BLDG. 4 1 1 SCALE 1/8"=1'-0" I �I II I' DRAWN BY: KEN MOLINARI \„ Il (BLDG. 5 jBLDG. 6! DATE: 6/10/16 ! AHJ: CITY OF TIGARD KEy p SHEET: BUILDING#4 - -- N.T.S. D 7 2 F or - AFP. PROJECT #: 16020