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Plans (19) F PS2016 - 00062 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY / Tol-Brace Seismic Calculations IAFP Systems,Inc. 1 Project Address: Greenburg Apartments 19435 SW 129th r ' e f 9550 5W Greenbu Tualatin,OR 97062 r Rd. y Er1 o, ----- — �-- -_-..._. 503.692.9284 b ° •N o,O if Tigard,OR OR:67534/CA:936000/ ID: z 7 / Job Cn #16020 Calculations based on 2013 HFPAPamphlet sty Z O / Brace Information Tolco Brace Components E /I Maximum Spacing 20'0"(6.1 m) - Tolco Component Fig. Number Adjusted Load cn IV CD il Maximum Brace Length 10'6"(32 m) Fig.1001 Clamp s( kgl .. Bracing Material 1'SCh-40 p Fig.980 Universal Swivel 1745 lbs(792 kgl / 'Calculation Based on CONCENTRIC Loading M Angle from Vertical 60•Min. 'Please Note:These calculations are for Tolco components only.Use of any (CP / D.42'(11 mm) other components voids these cnlcslations and the listing of the assembly. Least Rad.of Gyration .' p 1 )1' /1 ---_____ BUILDING #1Assembly Detail LJR Value 300 Max Horizontal Load 713 lbs(323 kg) TOLCO FIG. 981 •(...,._ ATTACHMENT _ I UNIVERSAL SWAY BRACE $ • _Il��1 Force Factor(Cp) 0.5 I ,�llt � STEEL PIPE j0ll CQ SRC tert1 / , \ / ^'• 1 , Fastener Information -+ Fastener Orientation i / D.I. r __; a NFPA Type F �`�+ ,f - - w p lg li i 1 p : 1 Maximum Load a g P� �- _ _ 1 685 Ibs(311 kg) � �jr. Z r= D.I. a r �� \ Diameter 5/bin.--- �`4.,. m S o Ig i m / �� TOLCO FIG. 14D1 , CITY OF TIGARD � � /� s cupli; I D•{ ` W7BU DI # Length Through;Bolt A�PIO VC[�. O \ Brace Identification on Plans tat.1 QTS • c1 i t 11- &/ OU lilg 51 U / \�- " Orientation of Brace Lateral 2m . E a e �_ Permit#: FT l e)I(—, Tc—�` go t 1-1 y. o', I \ p Load InformationAddress: G1 ;! r' �` g\ /� Braced Ptpe:4"Sch.7 Steel PI e/ `,- / \\ Size and Type of Pipe Total Length Total Calculated Loadi lik. -______ / !gilIP �; el '` �+ \ 1 24-r-/4 , 4'Sch-7 Steel Pipe(101.6 mm) 144(6.1 9 — 109!bs(49 kg) By: '`Yj . bel Date: ( .1)0 5 ,' � il �� ; 2'SCrs-7 Steel Pipe(5fl.8 mm) 144ft(43,9 m) 273 lbs(124 kg) l' ` �x WATER FLOW INFO: , �I !� , / \ 1 5"Sch 7 Steel Pipe(38 1 mm) 14911(45.4 m) 202 lbs(92 kg) z g STATIC PRESSURE: 78 PSI \\ Q / �\\ � B DI �G /#1 PLEASE PROVIDE z � E X RESIDUAL PRESSURE: / •73 PSIS / ,f ^. COMPLETED NFPA 't3 0, OBSERVED FLOW: r 446.7 GPM ��II �', \ TEST I MATERIAL AND D.1. Percentage added for Fittings and Sprinklers 15°.0 8B Ibs(39.92 kg) CERTIFICATE AT " X � gt2 TEST DATE: 2.16., 6 ��t �l VALLEY ` Total Adjusted Load of all pipe within Zone of Influence s71 Ibs(304 kg) FINAL INSPECTION g i ,,z1 P INFORMATION PROVIDED !iY: TUA TIN v LLEY �; . N\\( \ Alp! rror-Brace g 2 § z_,§ WA R DISTRICT , g L' _ ;:g \i/ N �o � ' OFFICE COPY P q 6g S e 4 / i2 vi / `� pg 1 '�` Tol-Brace Seismic Calculations AB $g ga ! , � AFP Systems,Inc. 40 n— o a ` $ 8i W W / „� Greenburg Apartments s \ Project 9 P a j 1943s SW 129th Tualatin,OR 97052 �� �� o cn } 9550 SW Greenburg Rd. 4, 3 4 4 ogi (n '�.� 503.692.9284 b r IT in � � g X E a-d r// BUILDING #4 \� " Tigard,OR OR:67534/CA:936000/ ID: S d g g g ra g W ! f `�� — — — — — — — — Job#I6020 !! r il1/44// It Calculations based on 2073 NFPA PampnFet s13!f �� cri— 015 Brace Information Tolco Brace Components D.I.zMaximum:: Zm • To[coGomponentFigN emberAdjustedLoad •Maximum �_ f \ A tt 1`Sch.4D Fig.480 Universal Swivel 1745 lbs(792 kgl i:z - _ _ . LL (1 Bracing Material / I a 'CalciJafion Based on CONCENTRIC Loading CZ Angle from Vertical min- v 11-1 / ICl_ _ _ 'Piea3e Note:These calculations."s for Tolca components only.Use of any - __.., 711 :4 - - other components voids these CA.ulabons and the listing of the assembly. i f `` / II f-- D'I' irLeast Rad.ofiGyration 0.42"(Il tnm) Assembly Detail ��` �/ LL —/ rL l LIR Value 300 O / k�.= ✓ \ p l ------ TWA)FIG.980 Max Horizontal Load 713 lbs{323 kg} wily!RSAL SWAY— diDESIGN NOTES = i _./ w BRACE AT-TACHMENT ' I ! il G Force Factor{Cpl 0.5_ STEEL PIPE �• FIKE SPRINKLER s - NFPA 13 (2013) / ' w \ l\<1\k [ REMOTE AREA#1 {BUILDING 6 ATT]C) - DRY SYSTEM � F \ / 0l Fastener Information CALCULATED FOR LIGHT HAZARD OCCUPANCY ATA DENSITY OF .10/ 2565 sq. ft C7 \� BUILDING #5 BUILDING #6 I /' USING Q,R. 4.2 K-FACT. 200 BRASS UPRIGHTS HEADS F= Fastener Orientation NFPA Type F .�, MAX HEAD SPACING t0.X72 {120 SQ. FT. PLR HEM) TOLCO FIG.4L .r z Z Maximum Load 600 lbs(272 kg) SWAY BRACING/---' -:..Is REMOTE AREA 12 (BUILDING 6 THIRD FLOOR) - WET SYSTEM Go > PIPE CLAMP FOR\ Q L CALCULATED FOR LIGHT HAZARD OCCUPANCY ATA DENSITY OF .10/ FOUR MOST ' Diameter 1/tin. Z I / j1_,,,/ HYDRAULJCALLY DEMANDING SPRINKLERS (PER MFG. LISTING) © YLength 3-112in. % USING Q.R. LFII HORIZONTAL SIDEWAll HEADS 4.2 K-FACT. IZ1a TMAX NEC SPACING 16 X 16 (256 SQ. FT. PER HEAD) L u) Type Through-Bolt - C!7 c2 D Brace Identification on Plans Long A REMOTE AREA /3 (BUILDING 6 SECOND FLOOR) - WET SYSTEMcc (71 W Orientation of Brace Longitudinal CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST W n �„ 00 HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) Braced Pipe:4"Sch.7 Steel Pipe Load Information USING LFII PENDENT HEMS 4.9 K-FACT. TI— eD Size and Type of Pipe Total Length Total Calculated Load HEADMAX SPACING 18 X 18 (324 SQ. FT. PER HEM) ct "' �� a c 4^Sch.7 Sleet Pipe(101.6 mm) loft(12-2 m) 217 lbs(98 kg) J `t - 8 W SCALE 1/8"=l'-O" N N NOTES: * AFP SYSTEMS START c° 4" FLANGE 6" A.F.F. m * ALL GROOVED PIPE TO BE MEGA-FLOW BLACK PIPE l Percentage added for Fittings and Sprinklers 15% W "33 lbs(14.97 kg) (ATTIC PIPING AND ALL RISERS) Total Adjusted Load of all pipe within Zone of Influence 250 lbs(113 kg) * ALL THREADED PIPE TO BE SCHEDULE 40 BLACK. Z oo. .ace Verilan 91 * ALL PIPING IN APARTMENTS BELOW 3RD FLOOR CEILING TO BE CPVC U.N.O. * ALL GROOVED COUPLINGS TO BE RIGID U.N.O.(FC= FLEX COUP). CO i- 0 Z * SEE DETAILS FOR PIPE HANGERS TYPE. W G0 * SPRINKLERS ARE PERMITTED TO BE OMITTED AT CLOSETS C.) 2 RT 1- THAT ARE ARE LESS THAN 12 SO. FT. J a a (!)0 a � et r CIex � � � g , � o � OWre 0 N �c'� ��'� SYMBOL TABLE GO it w w ~ 1` W pi re zo P_ WRIt o Dtot? O 8 CI - GROOVED COUPLING FLEXIBLE (Dx0 � ZC70 / \ / \ jY3oa W 3t� _J T\D TW j ® - 4" FLEXIBLE GROOVED COUPLING 0H - 4" DRY PIPE VALVE W/TRIM, 0 - GROOVED COUPLING RIGID ¢ W ( 4I- U LU ¢ W � � c� a CR i= , Tr � ;Sr � o g jul �!4 w a ® - 2" FLEXIBLE GROOVED COUPLING AIR MAINTENANCE DEVICE AND e / \ _ o PRESSURE SWITCHES O° I FOUR WAY EO BRACE c� a ` I © - 4" VICTAULIC 705 BUTTERFLY VALVE (ELECTRICAL WIRING BY OTHERS) II - 2 WAY EC/ BRACE W/SUPERVISED TAMPER SWITCH (SYSTEM CAPACITY 125 GALLONS) - - ,l ,- ' 0 I° (ELECTRICAL WIRING BY OTHERS) !�( I l i I I 111 I N 1 1 1 1 I I 11i l i t I. 1 y_ r K., D - 2" VICTAULIC 705 BUTTERFLY VALVE 10" ELECTRIC BELL / HANGER A UT Of�TI C G (ELECTRICAL WIRING BY OTHERS) C W./SUPERVISED TAMPER SWITCH e 'IRE PROTECTION (ELECTRICAL WIRING BY OTHERS) 0 - 6 HEAD SPARE HEAD BOX L SYSTEMSil I .':',- - , 0INC. © - PRESSURE GAUGE a - RISER MOUNTED COMPRESSOR -----7 I I I I II I 'lI I J jI I j I I I I I I A I I$ I I F:-; IuI 0 - 2" WATER FLOW SWITCH 0 - AUXILIARY DRAIN - 0.54`. `' ' (ELECTRICAL WIRING BY OTHERS) BDR I ..,!miA �� 0 - PIPE STAND P s4- • i'Ei!I BWR G - 1Y" AFG TEST-N-DRAIN r „C,, 1 �'i:� 0 4 �� �' ,n 01 lit.) �. IQ TO F.D.C. SEE PLAN W/PRESSURE RELIEF VALVE 77�' f I 1(111lQt °�ly° FOR LOCATION , 5 a IQ N I F , BLDG. 1 SYSTEMS u) III r FINISHED FLOOR I 0 —A2el�� �/ �,�\o ''yiLr Re P R O�� W Ank r MAIN DRAIN TO EXTERIOR A.F.P. STARTING AT 4" FLANGE =� � n 0 N g� 19435 SW 129th AVENUE 16' 3 TUALATIN, OR 9AVEN 1 F A.F.F. (TYPICAL) A / H p (503) 692-9284 7062 NOTE: ALL U.G. WORK BY OTHERS S FAX: 3) 6 6 9284 6 SCALE 1/8" OR CCB# 0067534 WA CCB# AFPSYI*091BZ F H 1— D S I H D _ A L BLDG. 4 N.T.S. BLDG. 5 VBLDG. s DRAWN BY: KEN MOLINARI i/ DATE: 6/10/16 // 41 AHJ: CITY OF TIGARD KEY PLAN . - SHEET: BUILDING #6 N.T.S. D\14111ftwommissiffir T 2 AFP. PROJECT #: 16020 I IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY /le A ° osP ti ''NI, `��` - V) 4-s' 70._0. !1 c\, 76'-0' �� 26'-0' �' 1 a v_ _ — 1if „o J T--- 3— — — — -,� o / :4 'VS fa_ ,0 to CSS* ��o ��'� . 6a O \ . 1-6 �1 / 7 P 14 of Q Art; I.Alr7 -1- 1 -T -1- z s�1 mIc, � co .,, � 1 ^ H1 I I H2 ! H3 r�> °D IHS • 1 I H6, I / �i ,k" ." .' ♦ / �- S p� SA•.'! n. / 114" I i 1 I 11 I -, �'il'��� 1 J 1 ^Q L ^sa f 1 I 1 1 p � RA � p`� \ • 1• JQ co, 7 ✓ 0-41 •l• _, . • - I �•i�-. �2-4 •5-9 1♦ •y • ,_a • 0-4 Z / a 1-10 <d 1a ; H2O - • • ' q,' Boa aL. 1 D PIPE Ulf SLOTS 1/ PER 10' b 1}`L/pI I \ / I 1 ! /4 I T u� JQ � 1 , T1 •�� • a I I I ^. i" � .. r o REMOTE AREA#3 •, - ,r ,14' T Q , , iiC . ' 11� iih, 1 ,x"'0' Q I I I I I I I 1 1 ,hl I I I \ �,®o-B/ 1 i I 1 - a ,2-9 8 0 3-' p _ I Y-7 9--01f 4-51¢ i'3-11 .,r.) 5-1 10 2-i 9 r 0-6 4-4..1 I. REMOTE AREA 6 I �IA U.1 T U SETS I I E 4,�\ I I I I 6 HYDRAULIC =SYSTEM _ •F Ct./ / rv-ii I i 1 4, 4 ° • a This building is protected ® •` ° + J -�, HYDRAULIC —SYSTEM .@ al I I 1 >� I I I I I 1 I I , by a Hydraulically Designed O, + L* en' _ , dal This building is protected • } I 1 I I I I 1 i 1 I I r , Automatic Sprinkler System. ;' z "• - .- [Fin P Y J• •I $ Ia/V / 1 -- by a Hydraulically Designed - d • I I 1 ..1" f `,I l, , I Autvrnatic Sprinkler System. g H8 I Hs 1 i I I 1 i e 1 H 12 I aLocation BLDG.#6 2nd Floor any t Q co golas, ` " L / 2 + 2• + " 2" 2" + 2" 2i/di, '? V • o 114" � sireni-i- ' / 114" y 1 1, 1' %3i" Location BLDG.#6 ATTIC 1 • ,�' V i i-4 .-i I -t s 6� w B-0 8-0 6-O 0�4 n ' � 6-7 I 2-i. ' -3 81I fi-0 ]- (3=9 8 � ► 4 ;l 1 ,/ O rlip No.of Sprinklers 4 0 \ I j LI ,I; jir I ,r1�' ./O 1d (al 0-1'0 Basis of Design Q ti :ima •mo • No.of Sprinklers 35 Oe l I ICI V m �'i •�- s °• \\ /� iJ JI �Q/� ✓ I 1 I 1 I I 1 2• I1. DENSITY 10 GPII SQ FT. , `. �: ` --, ,� ti fo .i 1 6 �o zI ami C 1" Li• •G�ly]I�fQ� 1" - . QBasis of Desi n . , . �/ o� o aI _ �Q ` 1, i , 0 C--i , g p - I ! 1 1 1 1 I I 1 M 8 g2 DESIGNED AREA OF MFG. LISTING Sp-FT. ---_. /�t 1'l� \14• 1. . ri ' '► ^ 1 0 ! t 1-0 1. DENSITY .10 GPM SO.Fr. . Ia + r So-�r4'U 4 w / � ^ o DISCHARGE 1 7 0 �4 ¢ lir o �Q I 1 r 1" 1 `�} ` PIPE MI SLOPES �Q / �' rZ A: g '2S i o \I� h� III ^�r - ;� $ .1. c� p 0 1 x r 2. DESIGNED AREA OF 2565 son.' :^, 1` Q` 1/4� PER 14, I 1 ®' I I I I ! 31 1 1 I / g $ o System Demand r \ / V 4• 3" 1t, �_1 p r I / 6ii IIII -7JIf 3" e 3"L. ♦ e 3 3 $ a 2 W 1 BASE OF RISER 0 129.7 GPIs I NNW ^ ' D� ^ '`Nw 1!�_� ,�Q 4 �, — ,_3 �yi . 6 .�:e:�`1 .53fol System Demand 4 5_9 6A J 63'9 I 11 3 r I �'f, 'I / ^h �,� I 1 1 12-I 8-0 0-4 W o I ;IIre 4 Ng I 1 1141 I 2. RESIDUAL PRESSURE 0 63.7 PSI � '��! 1 �" UP -- W - ,r-L_---z3 • Q>., `Y' Q 1. GPM DISCHARGE O 443.6 GPM f 67A 6 • I / 1 I I I i I I 1 `4 t b . a c / �! . i BASf OF RISER N e o 91 m BASE OF RISER I i i I 1 / ' g s _i' p t •,! '� ^ �- I 2 RESIDUAL PRESSURE O 33.4 PSI c I I I �Q- � , �.� ,_ k' "" HOSE STREAMS 100 GPM a •I• Na N. .< - �+ _ i!: c'S '+.•, +"4,, . • + .w Fe�Sfl� NE� 1N ^ .fieQ I I 1 8 Hao 1' . I I I 1 1 a�+ ._� . BASE OF RI5ER • Q0 8 T =ee _� 1 1 , 1 � rn :_ii: o s13 $�+ a• Q � i QIH05E STREAl15 100 GPY 0_ 1 I 1 - rTOTAL DEMAhfD T yQ JQ 1!�_ 1 !4'/� �, 1J�s1� 114-�1 11 1 { 1 I 1'© = . i : a : r" Aph / '-:1 `�tn g om1 DING�051NT 55TREAMS 229.7 GPM 068.4 P51 $ 7-31-1 5-514 1-10 •-4 4 4 n; 2 2-10 2- t3' -4 -2 TOTAL DEMAND T , cIaI 1 • \ • . - ^ I • �ag'� MEM '� , TEST HYDRANT SRC) 543.6 GPM 0 60.9 PSI / Sn I / • � 1 0 © Nil\ ° + * +� �STR �` 1� � _ • 1 1 �0- � ."' 114" / 41- O �� �� ::: : � � � 8 1" INCLUDING H EAMS / , .._ ® s o a 1� ..g j: ��0 ,°��y 1-0 • .1/ A 7,11c 04 �r T rx -- Inti t % V/. //� � 1:11 O# �J I"1 I' `7' I •h 1 li.. P` I : ` '.� I� •h -ED IllrAMWF e - o 4 1- 1,4 / INE=MIL\Mk' ---11,r7 E/] s � E El O , + :..�..• -UP __ Fs v U ss�� S �- C 0 \ D H L00R !k ATT S ihi s X14 t 4 \it ? 14 t \ft I ! z o � 11:_ / z � � ;: : 1111 a: !ii te_ — • SCALE 1/8"=1'-0" SCALE. 1/8"=1'-D" � �� ��iI!I (n o 0 1 0 $ i5' g o °c a to Ig 53 ri N N p to 0 Z Z N M M M r" o f17 Z,-4K7 F 6 / 76'-6" . / 4'-6' , 20'-0" / 26'_0" 261_0" / e- 1 � 1- (/7 / 4•-6' T 711%-0" 26'-0' y 26'-0' / 1 0_ 41) ' P 00...,...._ 4REMOTE AREA#2 •Q ems ` �� � Yr. • ,r, Lc, o VIII . ,o HYDRAULIC =SYSTEM .„° ;,•= ti�'P ,._' ' m o o_ —.I 'a E-- I\ ' r ; 5117::_. _ - .—.� ��— ,- NOM":..". : . OW .741 I— , 4°? This building is protected x161 / - / r ti� _11.1 _ ^6 by a Hydraulically Designed a / ` LTJ _ `- ‘110 -NIz v, W a JQ 27 26 ^” Automatic Sprinkler System. - 1 114' 0 13C 1X" 1 114• , He 1 , (DE Irx ,/ , z = CC 914 8 . 3- -7 9-614 4-514 9 7 2 9- .s 4414 '° xIA*/x O a- _ m • I-1D Location BLDG.#6- 3rd Floor / 0 • 0 10 O p 0 ) °PREF. / , REF. \ { �� •�cb' , . < czn �`' v n _�' o =-m No.of Sprinklers 4 �o ,n ,_ )" V. • c� c 1 E. s m m ; _ Q * �� °o �� dW 1- ° Basis of Design l_f �'° ' .l // ` ° �'JV / �WI / r� V / 1 �� .. MiMil 1. DENSITY 10 GPI!/SO.FT. 4 -- q�' '�ce" j L— dj J -113\ �J 0 0 0 0 0 } ‘ 1 ^ °" ��'��I 2. DESIGNED AREA OF MFG. LISTING Sp.Fr.l ire + �'� / \ O co a )- } )- } p , — 1:11��/.I -tie-- .. i if tie 1.Se 11f'. 1 a . CoDISCHARGE ♦ii limOnrim,Qxs'� �x I � EDI-LI 6 2_s • 6-3 �: 14-0 :E., e s-3 ; System Demand / . xtrI I �!/ 1- 41111,...f,x ` L ,° x1,� 1--) p - Io Rpm a I. CPM DISCHARGE 0 102.6 GPM . `- + ��/ cr) Z _ _ _ y^c� I, I 2 RESIDUAL PRESSURE O 59.2 PSI '� SOD REF. �, W c� u^ , � 0 � I / ® r \�_ IPE o �\ N •� ��.i.�l IFI— •— BASE OF RISER sa ; a,ftoor�x "T�� - .41 r07 n n� J o c� ct� j�: I ,lt"' ,11� IC w / n }o, w Do t / �/ %/° `a° W / `b/pE.C. �JO - W DQ �, rq " " N a' 1T HOSE STREAMS i00 GPM F--- 410- i 1 • 1" +s 1 TOTAL DEMAND AT / ` ��,� �{Qa . i a 4 ' I �Q ^ 1 114"/ TEST HYDRANT (SRC 2026 CP11 0 63.6 P51 -_ -- x \ 1 , /ail Q� E` r E ` I ,AJ� D J /+(1l� i 3-� ' + 3 _a� �10 514 1_0 INCLUDING HOS EAIIS xt��) D _,wmna'° rannons _ c03 M r E _ N (•' •sr -- i 1^_ r_v /7: v_v vW l.� li I \ 1 ^ •1 / __ a.m Judo O __�____ '• /©� d J I 1 JQ •, / / * i - ri p Oi7 / 1 ie --- �'� \ pj90' / / NOM , --- __ " } , sir\ • 0 LJLi • 1 114" .I�FL2. �.1 __ E r- rillki2 , � N \ OC1 O\ Q� 1�% ,% �d.� / , ,o N N N N N _ - I-8 / 7-3 6-7 `�'I -10 6 4 8-6'� -1014 I c 22 11 -2 / - O� ij co L1) 10\ , + -- o \ — .- r r `� �7 p \r:_� vim'"—r ! ': ■ 4 ---.� O Q 3 MO,ie . . Cn O 10• ELECTRIC BELL 1- 1 (ELECTRICAL WIRING EY OTHERS) LZ tn Q F.D.C. I— SEE SHEET FP-1 FOR U.G. CONIINUAIION J I- x Q re 4 73- ui c3 Ce IV. LL 5Q IX oy a CIa Li] FIRSTA TI RD h LOOR �� W o � N C z � 4� w c9 = al ? 14 f \ / ? 'I4 1 4 \it w � V, wTo wN D w 0 z CO Lc2 I' E SCALE 1/8"=1'-0" r SCALE =1'-0" (9 I O U z G7 O W p _1 twwrer- Qg > N (a7o w Ce Y'9 " oLU ;It � 0 ,;1C7oE- U Cl 0 :MI` AUTOMATIC II FIRE PROTECTION %// ® f%� WOOD JOIST „-- - WOOD JOIST SYSTEMS,S, INC. /77 ///A: ,,--- SWG WOOD * q_olj #515 1 1 SAMMY SCREW DOUBLE OFFSET CPVC HANGER gmumm,L,hr'g TOLCO FIG.23 CPVC S1RAP HARMED HEX HEA *0 : IS FURNISHED 141111D SOF 7HRFAONG SCREW s� TOLCO FlG.22 CPVCSTRAP �ACCEPT,ANGER IS THE GST WOOD iri § SAMMY SCREW Isla min im•s - d . 1 ..,,- TOLCO FIG. 100 3/8" ALL TOLCO FIG. 100 3/8' ALL BLDG. 1 enc EAAZE siER PIPE 0 CPVC OI A2cIIASTER v ;:;-.. THREAD ROD �. SYSTEMS 1 THREAD ROD } Hoc HEAD Stu OM ALA�llASTER••i' PI ' - ' �G �. �\o SELFG rAPPwcscRtw I ��/ L%'� APPHcs r f:: TOLCO FIG. 200 = TOLCO FIG. 200 �Rf PROOF" �l lnu PIPE RING IiH. / PIPE RING SINGLE FASTENER DOUBLE FASTENER 1 I �`/ �� 19435 SW 129th AVENUE CPVC PIPE STRAP CPVC PIPE STRAP ,�,1 IPIPE SWG �� TUALATIN, OR 97062 /�/j PIPE SWG /A,/�� 1 FIGURE 22- CPVC HANGER FIGURE 23- CPVC HANGER __L 1✓ I. •>>�� SIZE SIZE t ��; SIZE SIZE (503) 692-9284 D DOUBLE FASTENER °'I- - I'TO 3"' SWG 2O f w CPVC PIPE STRAP PIPE PIPE „ � l'TO 2-112" GST-2O FAX: (503) 692--1186 �/ CD FIGURE 24-CPVC HANGER 3-112' TO 4" SWG-25 111110V3'TO 4' GST 3O OR CCB# 0067534 INC WA CCB# AFPSYI 091 BZ BLDG. 4 CCIFOSTIE„IXID ,. HAFIV Neuf HEADSETMOUNTING BRACKET AND NO BLOCK HANGER MAXIMUM DISTANCE BETWEEN HANGERS SWG WOOD SAMMY H A\ G E �` T WOOD SAMMY H A�, E NOMINAL PIPE 3/4" 1" 1-1/4" 1-1/2" 2" NTS NTS iv, ` 4:,P- a� SIZE (in.) DRAWN BY: KEN MOLINARI iiiiu.E.isiii CPVC 5'-6" 6'-D" 6'-6" 7'-O" 8'-O" DATE: 6/10/16 BLDG. 5i Bi6d- �Jf/ 1 AHJ: CITY OF TIGARD KEY PLAN SHEET: BUILDING #6 N.T.S. , P 2n I �, z ,.. AFP. PROJECT #: 16020 ,/