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Plans (6) F PS2016 - 0006 1 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY IN / Tol-Brace Seismic Calculations i AFP Systems,Inc. Project Address: Greenburg Apartments 19435 SW 129th -Line Tualatin,OR 97062 9550 SW Greenburg Rd. 503.692.9284 by E T•N O / Tigard,OR OR61534/CA 936000/ ID: 0 z (n �T / Job*16020 Calculations based on 2013 NFPA Pamphlet#13 W Z �J\ , Brace Information Tolco Brace Components c) r Maximum Spacing 20'0"(6.1 m) Tolco Component Fig.Number Adjusted Load 10'6"(3.2 m Fig.1001 Clamp 1386 lbs(629 kg) N CD Maximum Brace Length } - CD I 1"Seh.40 Fig.980 Universal Swivel 1745 lbs(792 kg) Bracing Material ..,, / • 'Calculation Based on CONCENTRIC Loading .. Y Angle from Vertical 60 Min. *Please Note:These calculations are for Tdco components only.Use of any r ��_ oaz�tlrfT.r7) __ Assembly Detail other components voids these calculations and the bating of the assembly. cD M Least Rad.of Gyration `/ J . UR Value 3�---- ._. _--- a ��.--- / I 713 lbs(323 kg) _ _ UNIVERSAL SWAY BRACE BUILDING #1 TOLCO FIG,981 Max Horizontal Load 1 �f Force Factor(Cp) 0.5 ___ _ ATTACHMENT '® 2 ...Qj / � STEEL PIPE SRC 11 \ / lib Fastener Information 1 � �� � , Fastener Orientation NFPA Type F ET '' i �D ��v�� w 114 W � g Maximum Loadf7j1 , • , • z z 8 EE 1 . ! g ., I c' b 685 lbs(311 kg)__________ ♦. Ii :VIEWED FOR CODE CUMPLIANGEg I Diameter z o / D.I. 1 �� \ 5/8in. f Approveds [ f�j� o `� r \ / TOLCO FIG. 1001 •f c \ g m II I I J ; U/ Length 3 1/tin. FAST CLAMP OTC: c,1G � �Ci` ,) -s l� ' :z D.I. `� ice` ''/ BuDI/ ' Permit#: , ( �, n• - . g 2 o Zo / \ \ 11/Pe Through-Bolt y W s g 0 s - ._ V N/ J g cA N t��7 < W r CIO \ Brace Identification on Plans Lat.1 Address: � � Q� �4 = - .it . , o E E M � K N 2 \ 1 Orientation of Brace Lateral Suite#: ► .�+ 0 Z S = o Braced Pipe:4"Sch.7 Steel Pipe ' ` o . 2 e ~ � ` 3 83 11 pLoad Information g�, "F��, Date: �, �� r _s / Size and Type of Pipe Total Length Total Calculated Load M gr B 1 / : 1 /� 4'Sch.7 Steel Pipe(101.6 mm) 20ft(6.1 m) 1109 lbs(49 kg) g~ 5 W vsK z :g g E ~ ` /O- • ` 2"Sch.7 Steel Pipe(50.8 mm) 144ff(43.9 m) 273 lbs(124 kg) 0 1 1 z } k & A ~ - / \ 1.5"Sch.7 Steel Pipe(38.1 mm) 149tt(45.3 m) 202 lbs(92 kg) PLEASE PROVIDE 1- = �� - el ei 4 1- , a ri - .ri uI a WATER FLOW INFO: / �1 ~ ~ ~ I COMPLETED NEPA 13 Z $ ~ 074 • MATERIAL AND TEST Q STATIC PRESSURE: 78 PSI ` B DI G # ' CERTIFICATE AT fx FINAL INSPECTION �, S : U...1 m H W RESIDUAL PRESSURE: 73 PSI • z OBSERVED FLOW: r' 446.7 PM lit/ •,. 4 1 \\`( D I40* 44 %o Percentage added for Fittings and Sprinklers 15% 88 lbs(39.92 kg) i i9:! >< i $1 ��,TEST DATE: 2. 16. 6 �; \\ / / Total Adjusted Load of all pipe within Zone of Influence !671 lbs(304 kg) s i � r:&� INFORMATION PROVIDED Y: TUA 'TIN VALLEY �� ' \` tTol-Brace Verizon 8{ g a I� a r WA, R DISTRICT ��" OFFICE COPS' • i 1 \ 6N g lg CJ �U Ui 3 0�0 ig 1 1 aR, BSI o e ' / 4#\ \ \ \ Tol-Brace Seismic Calculations\( rll \� Grergpartments AFP Systems,Inc. / Pro ect Address: g-Line N � �_� (n \>_ / \ , - Tua 356 OR 97062W �! \ 9550 5W Greenbur Rd. �m � � �o� _ c / / \� OR:67534/CA:936000/ IO: 4X X g 503.692.9284 by E"ffi[4 Ytlo 4 J 16 2 -&II ga WlO • TZ z tic+ 41\\ / BUILDING #4 \\ Tigard,ORo a 3 g g IL \ _ lob#16020 / ' \ - - " _ -- - - - Calculations based on 2073 NFPA Pamphlet#13 4111611111111111111116 Q - ; \ I- I- ow , /-\ D.I. 4Brace Information Tolco Brace f :,mponents o ZMaximum Spacing 40' "(12.19 m) Tolco Component Fig.Number Adjusted Load O / l Maximum Brace Length 10'6"(3 2 m) Fig.4L Clamp 1745 lbs(792 kg)\\ 1"Sch.40Fig.980 Universal Swivel 1745 lbs(792 kg) cn » Bracing Material ch.4 *Calculation Based on CONCENTRIC Loading\ _ Angle from Vertical �Min. .__-_.._-_____ -Please Note:These calculations are for Tolco components only-Use of any 12 W �- T I other components voids these calculatisris and the listing of the assembly. U r d- I Q I ri Least Rad.of Gyration 0.42"(11 mm) Assembly Detail Y I I UR Vatue 300 980 o_ 0 / ul \ / %--7 .0 - • Max Horizontal Load 713 Ib5(3_23 kg) UNI TOLCO FIG..SWAY �I I- /I J 41_,/44.riolp,/r/%./ _ Force Factor(Cp) 0.5 _ BRACE ATTACHMENT .A / U G 2 = -_ , srEEL PIPE DESIGN NOTES 7 , /- 41) .-_, - Fastener Information FIRE SPRINKLER SYSTEM - NFPA 13 (2013) O _ CL BUILDING #5 BUILDING #6 \ - - Fastener Orientation NFPA T e F �' REMOTE AREA#1 (BUILDING 5 ATTIC) - DRY SYSTEM 0 _ yp TOLCO FIG.4L CALCULATED FOR UGHF HAZARD OCCUPANCY AT A DENSITY OF.10/ 2626 sq. ft. - w Z Maximum Load 600 lbs(272 ley) - SWAY BRACING -- t`' Q PIPE CLAMP FOR _ USING Q.R.4.R. 4.2 K-FACT. 200 BRASS UPRIGHTS HEADS z Diameter MAX HEAD SPACING 10 X 12 (120 SQ• FT. PER HEAD) 1/2in. z %- �/ Length 0 • T. REMOTE AREA 12 (BUILDING 5 THIRD FLOOR) - WET SYSTEM J Y 0 I Y`/ 3 21"'- J CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST CO W Type Through-Bolt HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) r D USING Q.R. LFII HORIZONTAL SIDEWALL HEADS 4.2 K-FACT. C/1 LI Brace Identification on Plans Long.A z DO Braced Pipe:4"Sch.7 Steel Pie MAX HEAD SPACING 16 X 16 (256 SQ. FT. PER HEAD) aj cL a Orientation of Brace Longitudinal Lv ' W p Load Information REMOTE AREA 13 (BUILDING 5 SECOND FLOOR) - WET SYSTEM _1 X CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST Et a O 7S TI- ;Size and Type of Pipe Total Length Total Calculated Load HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) z Ir ......_.. . G c 4"Sch.7 Steel Pipe(101.6 mm) 40ft(12.2 m) 217 lbs(98 kg) USING LFII PENDENT HEADS 4.9 K-FACT. MAX HEAD SPACING 18 X 18 (324 SQ. FT. PER HEAD) cu o I- ?I / \v/ W • LU SCALE 1/8"=1'-0" A LuN cn GENERAL NOTES: 0 m Percentage added for Fittings and Sprinklers 115'/,---133 lbs(14.97 kg) : * AFP SYSTEMS START q 4" FLANGE 6" A.F.F. Total Adjusted Load of all pipe within Zone of Influence i 250 lbs(113 kg) lisissiiimmil z * ALL GROOVED PIPE TO BE MEGA-FLOW BLACK PIPE 0 (Tol•Brace Verizon Bl (ATTIC PIPING AND ALL RISERS) Z * ALL THREADED PIPE TO BE SCHEDULE 40 BLACK. 0 * ALL PIPINGE U.N.O. Z IN APARTMENTS BELOW 3RD FLOOR CEILING I,- TO (n I * ALL GROOVED COUPLINGS TO BE RIGID U.N.O.(FC= FLEX COUP). ULU Lo2 It1-- * SEE DETAILS FOR PIPE J Q * SPRINKLERS ARE PERMITTEDGTOSB OMITTED AT CLOSETS R r Q THAT ARE ARE LESS THAN 12 SQ. FT. Cl) W a 5 VI_ < m CI u)Q .1 0 0. Et Jo 2 Qo w U) $ = a I re Im °� a � wr- Z ce w ( O5 13 Is I SYMBOL TABLE W Z o = LU w 8 x 0io - Zoo J Q S� c��t N Z 3 �/ s�i3 Q J a a 0 - GROOVED COUPLING FLEXIBLE w o Q ~ I LU m B' O`�i 0 - GROOVED COUPLING RIGID 6 LU ~ ~ 0 c?,' 0 g ~ ��\ - FOUR WAY EQ BRACE CI) 8 0 - 4" FLEXIBLE GROOVED COUPLING 0 - 4" DRY PIPE VALVE W/TRIM, i N N N l I N N l l i l I i l t" N N l N N N l l N l: Q 1 '•© © - 2i" FLEXIBLE GROOVED COUPLING AIR MAINTENANCE DEVICE AND - 2 WAY EQ BRACE PRESSURE SWITCHES A UT OMA TI C © - 4" VICTAUUC 705 BU I I tHFLY VALVE (ELECTRICAL WIRING BY OTHERS) / - HANGER FIRE PROTECTION W/SUPERVISED TAMPER SWITCH - o,@ (ELECTRICAL WIRING BY OTHERS) (SYSTEM CAPACITY 160 GALLONS) - CAP ID " 0 - 10" ELECTRIC BELL SYSTEMS, INC. O - 2i VICTAULIC 705 BUTTERFLY VALVE 0 W/SUPERVISED TAMPER SWITCH (ELECTRICAL WIRING BY OTHERS) N I I I I II 2I 1 111-1- 1-I N l N N N I l i l l N t i ISI 211 ,� (ELECTRICAL WIRING BY OTHERS) oK - 6 HEAD SPARE HEAD BOX �� ®lD DE - PRESSURE GAUGE © - RISER MOUNTED COMPRESSOR U OF - 2ii" WATER FLOW SWITCH 0 - AUXILIARY DRAIN 5,46) (ELECTRICAL WIRING BY OTHERS) i I.- I - © I� ON - PIPE STAND rJ --I I ."SII G - 1ST" AFG TEST-N-DRAIN " •� .',i - SEEW/PRESSURE RELIEF VALVE n SYSTEMS 01 ��- -, O• �� FORLOCATION PLAN o r � r � BLDG. 1 � �, taMEDIII:gi I 0 A A 6,,,,„ 0 -. , G ,n. FINISHED FLOOR R 01 - f PRO W ® MAIN DRAIN TO EXTERIOR A.F.P. STARTING AT 4" FLANGE o e7G.1 19TUALATIN 35 SW 1 ORh97062UE 1 -0 A.F.F. (TYPICAL) n T (503) 692-9284 NOTE: ALL U.G. WORK BY OTHERS ,lam F P 1 5 C I 0 \ FAX: (503) 692-1186 / \ I \ OR CCB# 0067534 WA CCB# AFPSYI*091BZ VHFHSHH DSCALE 1/8" BLDG. 4 N.T.S. � DRAWN BY: KEN MOLINARI j �� r 1----, DATE: 6/10/16 j BLDG. 5 IBLDG• 61 i / % I I AHJ: CITY OF TIGARD I' 4. KEYPLAN SHEET: BUILDING#5 -- 1 crj N. . AFP. PROJECT #: 15020 m? � :. w - ,vOVA„., -. . . IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1°. 4\ o u) tip' . a j. A .� O Yl c 4c CL d OZ 20'-0" 20'-0' 2s'-0" 4/ 26'-0" t I II - - - - � i >- — - - - �— � II �I - - - -•moo -,-- — - - - :� � I �i I t 1 t / . .v � °4 • — r 7V�', lo' , l \ r ./g'-/' " 7777710 1 0 "7-10 1 491 / 1 r [ Z CL REMOTE AREA#3 �. 1 '• / r / / ,/ /,_ / / a s e a , 4 I t0- _ _ 8 '9-o 0�4 N HYDRAULIC =SYSTEM JQ / �aJQ � A � Q� ,,o ,r • REMOTE AREA#1 o� \ H2 I H3 I I 1 • 4981 I \\ H7; // I I I I �° .. r' • B•.—.� 1•o1• - 1(•11,,—: �Aily.'f - 0 __ --J L--' 1 0. This building isprotected t (�` .° e. a HYDRAULIC SYSTEM \ t1� 10 ,�• ' ' 1r • "� -"-•N'1 114" • ;_, te:• N 1 .• _ • M 1_� 1 • ' '_ • 'iC_ ,1'01'4 m 9 0- . a, 4 I ��o - .;�r o o-d \ �$ ,• - ' ` \ T 4- • t 1 I s I •-•40-4 b a Hydraulically Designed 1�° 1 , + 1 1 ! V `L y y y g ® �O�� �� This building is protected \ I I I I I I I� h14" I I ( \ / 11111 cfl Automatic Sprinkler System. 1' ,1t' ® Ut' 1st" lit" �!I �/tie 1if• 131 1St' A ` tk' 1JC' 1Sf' I tSf' b a Hydraulically Designed i I I \ �� / -=A ! r; "/ y Y r g o ''� 7 I \ t) I I I T 0 8- 2-914 5-111/ ii.: 7 5-614 �9>h s-oJ� / 7Jf r7 5- a-5i4 9-s 4A1� Automatic S nnkler S stem. \•' / \ / i o Location BLDG.#5- 2nd Floor �, - L�► �® / P y 1 I / I I I I I I I ? ill I I �} / I I I I I '�• Location BLDG.#5 ATTIC • .tirl• ® �M® ,, •� �Mtoj 28 l I oQ j I I I I I I I j I a I J / I I I I No.of Sprinklers 4 O- ( ! ® � II L M 0,1, ._• :. • _ • I I I I I I I I I I I I I I I /,�, • ���g �° ..A o-N A ' -N ° 0�� (v1 -1 `«'yl No.of Sprinklers 31 / ^ , I I 1 I I I I I I I I I I I I I Basis of Design 0 39 • • 0 P • + o Ir$ 0Da — . I I I j I I I I I I I 1 1+ liii. a /�III 1=1 i Basis of Design ! 1 486 1 I I I 3 I I 1 I I 1 I 2 DESIGNED AREA OF MFG. LISTING SQ.FT. tt•11a� 4 1ifclip , tlfT i 11f • t. DENSITY 10 GPM SOFT. • H9 H 10 H12 H 1 I I I 1 1 1 NI 10s tfll!. I . M DISCHARGE a ;� �_ ° • �� NDA • O / / • I 0 I , ,.0 I ,A!!� i /!!� I ® j • W ;IA `• \ 6-7 Ei ` �I ♦ 6 8-' ► _dAIN 1 9 vIW mi I < m o e 4 4:_:. 1 i ., e ) • •. O , ,� > 2. DISCHARGE OF 2s2s SPIT. 1 t1�'I ,'" 11>4' I I 11Jf• I 11!�'I ,I 1>�' 1 �, >f' I t I t1�' 114' Ur '. I . 114" I I I tY I p14• • o o System Demand I L��,/ , • I C • _ �,11 ®, 81( . , 8-0_ / a • = W g 1. GPM DISCHARGE 0 130.5 GPM IP O - a C�� / • - I. 0-4 :-1 .-1 4-: 1-1 - -4 4-: �- qg BASE OF RISER O� v •� � rir lic , ♦ • • • • + System Demand Y I 1 I I • • I �' g 8 d 1 fj' • =r \ �1: 1 s�. '_- Q/ I/ I I j o� I I 13 1 I I I 1 I - W ,� o 2 RESIDUAL PRESSURE 0 65.5 PSI ♦'. ���- J O - 1. GPM DISCHARGE O 441.2 GPM ' a a `i I o „ 0 = a BASE OF RISER °�e`- � � ��v1� ile '_- e� ,.aaenl�c� x/H, : BASE OF RISER 0 le I I 1 1 1 1 I i,1 I Ti•i1 ~_ 2 o 6 �S8 o * ili ® ���A� rir, —0 ,_ ('��' 4. i� ♦ `f 0� 2. RESIDUAL PRESSURE 0 32.1 PSI / �Q I I 1 1 I 40 I 1 1 I �d �no i '�HOSE STREAMS 100 GPM /� I : yl -11 ' �1 , . 1 1 I / i L� BASE OF RISER �o j 0.1 � "--/ - ��$ > at-51 111:+ . �\IO 1 .. L —_ 1 1 1 I Ws t a go�JQ ►A�� 9O � �I / 1 tt%ij ins 1 ® I `' I 1 I I 1 I I 0 gTOTAL DEMANDr r1 i) 230.5 GPM 0 69.9 PSI rir ♦�j�0 1 ` ' �lil� �_ • 'rr` 1Sf' 1-+ HOSE STREAMS too cPM '- ° I IIII U. TFU�SE C� � h. 1 ,�� 1a 1i, ! : ! ! =__TEST HYDRANTec ' �, Nae �/ �' i�'� � l<1 � ` ••'� � [.�:��_�. �1 _ I II I II� °I I I I V • i. + >e W h INCLUDING HOSTREAMS �YY jua O� �� mi.^��©I` I `��u^enm..u�. ,- TOTAL DEMAND T • �• I I 4 O I `a1 I I • � � _ Fq...7.,�f1.101 • ain 1 " � 1'16rn�.'— v G 1 • TEST HYDRANT $RC)) 541.2 GPM O 60.6 PSI � � : 4�A 3A •}'� '� ' Y < �.i �z .E 03 ''J I `.9, ,\0._(1 r� O�0 i ,O ��1 1� c5- i O'°^ INCLUDING HOS ST ✓4^ • I• . •AD fp ks 4, I I j I I I k-� j I 1 ( `-- I I .1 JQ • 1/ • 1 JQ 2' o o _ gO + Ia 44-• a a �/ \ 1� J 0)♦ • 4, 7 4 6-6 :14- M I 1.0 bM .!I ►4., 4" ,4 "• , 4 a' 4 § Ic E'er i I ! o 6# 13 1W � Q . y i Q . I I \ I I • I I Isl' -��4 0-4 W s !; �� ,x' , JQ 1x' J °Q 1x" 1 i a� • I '111V I ® I Wig' 19 E I �•; �� ,,�•I • _ . vg E g: 1 � g Eg g 5-20-6 - 5-4 5-0 W 2 10 1= tit 11f/ ✓ I I I zs oo♦ • 1 1s4" 1 114• 1 1 . s o `3k+ '83 I, a +J , p 1' 2-11 7 ! Q 6-914 •. 0-�(• . , • :-1 �• 7 �w' 1 A 1_. • 1!4' • �_, / •.4]p 4 � < iU& 11:minJQ` �_'� 1-o Iii 4 l am® a '4}'�\\ I 1 111 41 1v 1 4 1>4• 1- 0w ? �1 � a = i1 16J 1 MIMI - i' / �/ / _y �i _ �� / opt 4 1- $ o N — •..��. •• LL_! L1 7z/ - .: ! // / •,SII 7;*_• •/ �_ ' , �I < '�,• 0-4 J x o z % ` ‘ ,� •� O�1 `• _ __ ``�_ LL ' 7711 I \ — -UP \ IT A` - 1.47 V w F < W 08 Y ,!. gl SI_ 0 \ D F L 00 H ATTIC g a & o1 IF --mg, _� -mil, � P2 M' SWG Ems " �$ • X14 f 4 X14 f 4 SCALE 1/8"=1'-0` SCALE 1/8"=1'-0" 19 d? % � Sm e ,o o,?_E0 R -g §1-4 L., 11 gk g? 4 $ 8L, o ._gs 1--- �d g? gg I= . E- 2 U a8 6] g2 is OE0� S : < o o l in tj, �� g � � X or V cgs s s a a g is sg L a `� N o .- 0 / 92'-0' / to >- >- r 20•-0" 20'-0" 26'-0" 26'-0' Ct ce 1 apiL S ' I I t to 117 at ............IN 4141 Am„=-.. REMOTE AREA#2 /� / / 4 O� y1 g ,rte • D ,,o . ,o ,,o HYDRAULIC SYSTEM # ,o ,. Off , �A��� _ ar♦ ^ N N C:3 CD in in 1 NI Il \ � • � . '� • '� This building is protected x� �� / �' x'�� � � � "�' �` �� t 4 �' . . by a Hydraulically Designed / . w = " 15 ♦ Z ---._ O 6 z �' w a a O r 16 Q �I Automatic Sprinkler System. Erlis: 11�" 1f" 111•/ 1 111• ��i 11f" i 1St" k � 11f/ 1Sf 11f/ f 1 / x�/�w.ix � � _ TY 8-7 2-9 5-114 5-614 -914 8-x(114 3-714 " 7-5/ /9-614 / 4-514 0�4-7 ��' S�0 O 4-5Y1/ 9--614 4-414 /' ' �° xtcd ix O a- _ = o p �� 8 / Location BLDG.#5- 3rd Floor •,:‘% — VP a �° O ~ v.- . L7_ 2 ^I' I , REF. �EF. REF. '. 0 O' ( m v=i H`I vni 7�i, W_ O • } (3 W Q Q 0 O O No.of Sprinklers 4 �� — do 0� �'` .• U N m mZQ C�' q °_ �roCI ' °' fi 00 - 0 < ,O1%Non♦ Heilw - o o O' L-` Ni�tT ^ 20oo \� �W .la Tr•DW ill Basis of Design o 53 _ /° A \/ . �W fDWI �♦ \/ o Z a �♦ / 11 8 / O J -"{�JCDC 1. DENSITY .10 GPM/SCLFT. / • }0 - a ,I. 1 a 4 .1' J I1JOOOOO/ ,a , /,'i r /\ r a /\ ' Lv m I /\ Y 0 0 v 0 v NDW xI DIN / / /ID 's /��� ` D ." I . O � � � � • } I �� °O °D 2. DESIGNED AREA OF MFG. LISTING SOFT. �• CO Q « ►!� .,4., - I , �K -c' lh. 1H" 1if l / �1. DISCHARGE _ !1 O O Li- ig x i4 x W �� '` c �1D /.1 18-4 t-4 10-t 14-8 •/ 11-9 13 x • 4 xt'�1J �tre� �11�^A x O ��� ► look,. O� I 1� � System Demand JD / .�� ` / a_ �,' 10I4.--Ax �, ,/° O ►�,�' �� cn . . . . . t ! ® REF. • • 1 6IEO 3GPM 46 .# o.o� o o REF. :- �— ® \ � � / � o 4 ®1- , ' �� 0 2. 60 � OQ c., . cc, ! �Ja:>• \� , L o 0 O� eytx ♦lb•v n xtrl� �S I.' N 1C°n�11. 116" 13t' �1x" W \ N 3- I I s®j •�. �I 1-10 -7 ` .^ o,Q 25 Do HOSE STREAMS l00 GPM 1r rA' .\ O W I •` } JQ _� Z (� \ i, 1 / c.l F a i O TOTAL DEMAND (�T \ / `� J W D 1 ' • tx 1' ix- TEST HYDRANT SRC) 203 GPM 0 64.9 PSI ♦ i / a \ 1 IIIIM ■ r\ C31 1/V / W Do /4-OJ� • �h 1-514 4- ` JQ�` ,� it ��-3 � 1 1 INCLUDING HOSE STREAMS W(,i,ytx x I x / x't 3�'t� o , O� _, En 0 _ Q —�%' -- J W '+•.� x . �. •• • rvALi �---' ----�- - - iii Ja , D �� x ° '� ---i �— J I I J 1 w w.. ---, ,1 .0 , v a } n � . LT. L.- tL LT- 1 / • , \ / y._.:_ , \ c� Oma° / ` y \ 0,0. O O' / 0\ ° m f- m r` IL Mr n a . a F a • t 1 I 1H" tit / / I \ �� • rt m , \ �� �� O\ Q\ �� �Y/ '�fY'�'� �� O } N N N N N N = 5-2 0 / 7-3 ' 0'•: /• ' 1ST' 1SC k 111" iduuL I1 / 1St O 1 O O O \ j '"r____"' / O� (n ' 7-3 • 14-9 8-6 -1014 x•. 2-14l� 8-• -2 — - x o (n \ g® , • �y,�� OMNI �1>�x xR�) O D ce Z ''‘ / ‘ / ,. E 4:- ie .:4 / '4.‘ ,;# j. .;,,..4.,..mei, ---- or--e—f ) ?- Z°'' 1,—B—I 4, I u U ��I Z I- 10" ELECTRIC BELL I- 1 _ (ELECTRICAL WIRING BY OTHERS) Z (n WI F.D.C. Q SEE SHEET FP-1 FOR U.G. CONTINUATION J w ? 0 (6'a <X n � w Q E m W W � CI W II R D O O R �► _ � W re oCC C1 c0 Z CI . Nf— RST E— 00Rre I- f2L ft 14N (n i in Z YNR mZ _ ? 14 f 4 ? 14 f 4 WCI Nt- W mW ° C� ■•� �•m d' m 1Y SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" x o Z c9 o J ¢ W NaZ w {i. 2a 6 IW ti I- U 0 2 I- U d 0 MI` AUTOMATIC FIRE PROTECTION jj j g I j WOOD JOIST ,1 � WOOD JOIST SYSTEMS, INC. SWG WOOD #515 SAMMY SCREW 4) DOUBLE OFFSET CPVC HANGER .0,..°n'in' is /4_ Tam,G.23 WRC STRAP HARDENED HO(HEAD SELF THREADNG SCREW s��? ��STRAP IS fURHISF#D xllll DE HANGER AND IS THE GST WOOD a Q MBA FASTENER Siff ACCEPTABLE I \\ AIL SAMMY SCREW I MIs Min ��s 0 I • oa [1_3 La W� PPE �,C .. TOLCO FIG. 100 3/8" ALL TOLCO FIG. 100 3/8" ALL v v mil-lei _ THREAD ROD THREAD ROD SYSTEMS N 2 HEN HEAD SELF WRC BLAZEMASTER' P BCOG•' 2 c.,- TAPPING TAPPING SCREW �i HEAD SELF s s �T '% �� ' �� , TOLCO FIG. 200 1 TOLCO FIG. 200 Rk- PR0 j DUE PIPE RING IIIL PIPE RING SINGLE FASTENER DOUBLE FASTENER -�' 11 19435 SW 129th AVENUE CPVC PIPE STRAP CPVC PIPE STRAP ®i i® //t;',., PIPE SWG I% PIPE SWG 64, TUALATIN, OR 97062 O FIGURE 22- CPVC HANGER O FIGURE 23-CPVC HANGER ISIZE SIZE -!��/ SIZE SIZE 4+r�0 I DOUBLE FASTENER I'TO 3" SWG-20 �' (503) 3) 692 84 I' TO 2 112" GST 20 CPVC PIPE STRAP PIPE PIPE FAX: (503) 692-1186 A FIGURE 24-CPVC HANGER 3-1/2"TO 4' SWG-25 3'TOL.' GST 30 OR CCB# 0067534 .C, IWA CCB# AFPSYI 091 BZ BLDG. 4 co posnE WOOD NB-1 HEADSET MOUNTING BRACKET AND NO BLOCK HANGER MAXIMUM DISTANCE BETWEEN HANGERS SWG WOOD SAMMY HA\ GES GST WOOD SAMMY HANGER HEADSET NOMINAL PIPE NTS r DRAWN BY: KEN MOLINARI / 3/4" 1" 1-1/4" 1-1/2" 2" NTS / ��.�„� SIZE (in.)���� 6/10/16 'iiiii�N►iiii CPVC 5'-6" 6'-0" 6'-6" T-0" 8'-O" ,'/ DATE: •i_i BLDG. 5 rLDG. 6 , ./. I AHJ: CITY OF TIGARD _ _______ KEY PLAN SHEET: BUILDING#5 ,,,—„ hr— 2 \,......,..,_ N.T.S. — P `i AFP. PROJECT #: 16020