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Plans (18) F PS2016 - 00059 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY it. / Tol-Brace Seismic Calculations AFP Systems,Inc. / Project Address: Greenburg Apartments.. 19435 SW 129th r -Line / Tualatin,OR 97062 9550 SW Greenburg Rd. 503.692.9284 by Erfrord Tigard,OR OR:67534/CA:936000/ ID: Z O r P _o Job#16020 N Calculat1ons based on 2013 NFPA Pamphlet 013 L> 1 O !( Brace Information Tolco Brace Components Q . 1 Maximum Spacing 20'0"(6.1 m) Tolco Component Fig.Number Adjusted Load c0 10'6"(3 2 m) Fig.1001 Clamp 1386 ibs(629 kgi Z Maximum Brace Length _-.... pi / .. ///''(�) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1745 lbs(792 kg) U) / -- / Angle from Vertical 60"Min. •Caiculacon Based on CONCENTRIC Loading Y v\ 'Please Note:These calculations are for Tolco components only.Use of eny ' other components voids these calculations and the listing of the assemby. co !! Least Rad.of Gyration 0.42"(11 mm) _ Assembly Detail a o BUILDING #1 UR Value 300 Max Horizontal Load 713 lbs(323_kg) TOLCO FIG.980 •• • UNIVERSAL SWAY BRACE l /1111 ForceFactor(Cp) 0.5 ATTACHMENT \ /C'L-1 \ / �IIi114iF1�+ �\ STEEL PIPE O 31 V 1 , ' s C „ ! Fastener Information O ` � ! s� Fastener Orientation NFPA Type F / 1� 82s Load zlir 685 lbs(311kg) dIll ii `iff.m.A__/ Pilp TOLCO FIG, 1001 A In,r0 ♦ sa ti- Q D.I. \ \ / / BU), D I # Type Through-Bolt Ptt',m1lt �.1.:�•. ar ` "� 'o Brace Identification on Plans Lat.1 ' Ill,--• jr. _ :! ____ 01110 T . / / r, Address. ��r�lr. �-' � € _ : il ; �` r -,---..•:-�. Orientation of Brace Lateral suite •i ► � g i !� / az Braced Pipe:4"Sch.7 Steel Pipe Load Information -- _ / / / \ Size and Type of Pipe Total Length Total Calculated Load * Date: i �! / -I /0 `4 /� \ 4"Sch.7 Steel Pipe(701.6 mm) 20ft(6.1 m) 109 lbs(49 kg) RR N /Q. 2"Sch.7 Steel Pipe(50.8 mm) 144ft(433 m) 273 lbs(124 kg} PLEASE PROVIDE /_ '1 P ' 1 i2 w 1 �I ~ ` _ 1 // \ 1.5"Sch.7 Steel Pipe(38.1 mm) 149ft(45.4 m) 202 lbs(92 kg) COMPLETED NFPA 13 I- $ cs cI " 4 " " " c' at WATER FLOW INFO: / \\\iPPiopit"„,„ 1 MATERIAL AND TEST STATIC PRESSURE: 78 PSI / B DI G # CERTIFICATE AT Z RESIDUAL PRESSURE: / 73 PSI \ \\\1 4 / ! FINAL INSPECTION E g X 4111 \\\ OBSERVED FLOW. 446.7 PM *it/ `� Percentage added for Fittings and Sprinklers 15/ 88 lbs(39.92 kg} 3 ,0 1 \ D.I. i g - i TEST DATE: 2. 16. 6 • tr ?/4/1 TotalAdjusted Load of all pipe within Zone of Influence 671 lbs(304 kq) a �� s��. 41\ 7 �FCE COPY ! I it _i ii iTot-8nce Verizon 81 zWINFORMATION PROVIDED r Y: TUA 1TIN VALLEY \_ \/.\,,,, ,\ WAT R DISTRICT W =0o ;? S8 : / illik 1 ig 16 1 _ 0' Tol-Brace Seismic Calculations19 ilig 1 `���`� `\ AFP Systems,Inc. - 00 E i.1 q g 6 i 81 (/)- / �� �`\ Project Address: Greenburg Apartments 19435 sw 129th � yid � 5 Tualatin,OR 97062 Line �8 1g 1,4 Y2 Xe. �: X cn \ 95505W Greenburg Rd. by ::,,r.'4.:1:2154 �_ �� >- / SD3.692.9284 �� � o W aanwy 3G7 Ti Tigard,OR I \\ 9.._-._-..--_ OR:67534/CA:936000/ ID: � 3 k€ g BUILDING #4 / � Job#16020 Calculations basad on 2813 NFPA Pamphlet#13 ! \� 4" Brace Information Tolco Brace Componeri sv g ,- �` ` Tolco Component Fig.Number Adjusted Load it �` � D•I• Maximum Spacing 40'0"(12.19 m) P J Z / ` 10'6"(3.2 m) Fig.4L Clamp 1745!os(792 kg; O \ e Maximum Brace Length._. N 1 \ Bracing Malorlal Please Note:These calculations are for Tolco components lbs(792 1"Sch.40 Fig.980 Universal Swivel 1745kg) 1, Angle from Vertical 60"Min. Calculation Based on CONCENTRIC Loading g — • -- po only.Use of eny DESIGN NOTES o 'Please components voids these calculations and the listing of'he assemb y. V CC LI / I CC 4,* . I D.I, I Q Least Rad.of Gyration 0.42'(11 mm) Assembly Detail FIRE SPRINKLER SYSTEM - NFPA 13 (2013) Y UR Value 713 lbs(323 k�, �, TOLCO FIG.980 REMOTE AREA I1 (BUILDING 3 ATTIC) - DRY SYSTEM 0 / ��� -�� /— i �� �� Max Horizontal Load 9} BRACE ATTACHENT RSAL SWAY � I CALCULATED FOR LIGHT HAZARD OCCUPANCY ATA DENSITY OF .10/ ENTIRE AIDC AREA bL_ ! - = Force Factor(Cp} 0.5 . USING Q.R. 4.2 K-FACT. 200 BRASS UPRIGHTS HEADS r / \_ — _ _ — STEEL PIPE MAX HEAD SPACING 10 X 12 (120 SQ. FT. PER HEAD) • UG2 = - 4111 — w Fastener Information I\4 REMOTE AREA 12 (BUILDING 3 THIRD FLOOR) - WET SYSTEM z '� 0 \ BUILDING #5 ' BUILDING #6 �,. ' CALCULATED FOR LIGHT HAZARD OCCUPANCY ATA DENSITY OF .10/ FOUR MOST O „ NFPAT F TOLCO FIG.4L \\�%// Fastener Orientation ype ^ HYDRAULICALLY DEMANDING SPRINKLERS (PER MFG. LISTING) CL ix Z T MAX HEAD SPACING 16 X 16 (256 SQ. FT. PER HEAD) w N Maximum Load 600 lbs(2721_5_91 � PIPE CLAMP FOR .1t., USING Q.R. LFII HORIZONTAL SIDEWALL HEADS 4.2 K-FACT. c 1-.-I z SWAY BRACING0 U N ti Diameter Q 1/2in� — p _--__..___-_. 1 REMOTE AREA 13 (BUILDING 3 SECOND FLOOR) - WET SYSTEM ,,, Z / \ -- / \ ( ___�j Length 3-1/tin. -- - --__._. ___ -' CALCULATED FOR UGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST O �� � (� �l HYDRAUUCALLY DEMANDING SPRINKLERS (PER MFG, USTING) co I� — V) Type Through-Bolt USING LFII PENDENT HEADS 4.9 K-FACT. >- D Brace Identification on Plans Long.A MAX HEAD SPACING 18 X 18 (324 SQ. FT. PER HEAD) Z Orientation of Brace Longitudinal , CC W Bracod Pipe:4"Sch,7 Steel Pipe Load Information REMOTE AREA 14 (BUILDING 3 FIRST FLOOR) - WET SYSTEM Y N DO F__ CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSfiY.OF .10/ 931 SQ. FT. I- �� Size and Type of Pipe Total Length Total Calculc,ted Load USING Q.R. DRY PENDENT Q.R. HEADS 5.6 K-FACT.(MAX. HEAD SPACING 120 SQ. FT. PER HEAD)T OI \ �� c v I P A \ 4"Sch.7 Steel Pipe(101.6 mm) 401 (12.2 m) 217 lbs(98 kg) C/0 J Q o ? 14 `Ir' j W . ,.. I W = SCALE 1/8"=1'-O" GENERAL NOTES: �' . mo (I) Percentage added for Fittings and Sprinklers 115% 33 lbs(14.97 kg) * AFP SYSTEMS START e 4" FLANGE 6" A.F.F. C I- Total Adjusted Load of all pipe within Zone of Influence 250 lbs(113 kg) * ALL GROOVED PIPE TO BE MEGA–FLOW BLACK PIPE Z Ztrot-Brace Venue.et (ATTIC PIPING AND ALL RISERS o * ALL THREADED PIPE TO BE SCHEDULE 40 BLACK. Z • * ALL PIPING IN APARTMENTS BELOW 3RD FLOOR CEILING U) • TO BE CPVC U.N.O. I— O= * ALL GROOVED COUPLINGS TO BE RIGID U.N.O.(FC= FLEX COUP). Z ` * SEE DETAILS FOR PIPE HANGERS TYPE. V E Q -.!SPRINKLERS ARE PERMITTED TO BE OMITTED AT CLOSETS J I--' Z C THAT ARE ARE LESS THAN 12 SQ. FT. Q t7 CI J IXV.. j Qm w J p" r U COcL Ix - . (7 ^ cnre I SYMBOL TABLE W Y N 3 Eli z o $Su WNIw nw (7 � 8 � Z -) co L Ir = oo Z coo _1 TJ W oQZ W oQ .� - GROOVED COUPLING FLEXIBLE r Q LU N 6 Q Q - GROOVED COUPLING RIGID z v o o o W I P P , 0 as i- U `l\ - FOUR WAY EQ BRACE it N I N g l N 1 1 1 1 1 1 1—N- Ng 11-!1 t I - 2 WAY EQ BRACE s�� s�� AUTOMATIC o�``L so Q - 4" FLEXIBLE GROOVED COUPLING © - 10' ELECTRO BELL (ELECTRICAL WIRING BY OTHERS) e / - HANGER C - CAP FIRE PROTECTIO N - 4'VICTAUUC 70VALVE W/SUPERVSED TAMPER SWITCH ® - 6 HEAD SPARE HEAD BOX r SYSTEMS, INC. OO (ELECTRICAL WIRING BY OTHERS) O - RISER MOUNTED COMPRESSOR m N I N M I I N N N N I2 N N +ci i® 4L © - PRESSURE GAUGE 0 - AUXILIARY DRAIN ,,su. I 0 _ 4"WATER FLOW SWITCH © - PIPE STAND O;© (ELECTRICAL WIRING BY OTHERS) s'� -? `D I Q - 6" FLEXIBLE GROOVED COUPLING ,' 0 QE - 2"AFG TEST-N-DRAIN GRADE IV' kP W/PRESSURE RELIEF VALVE i - .— - 'l .a O1 0 QN - 6' VICTAUUC 705 BUTTERFLY VALVE I 1 c a I ,r�� - •�" OH W/SUPERVISED TAMPER SWITCH I r I: Lr� C' 0 ( - 4' DRY PIPE VALVE W/TRIM, (ELECTRICAL WIRING BY OTHERS) F •1 BLDG. 1 SYSTEMS N AIR MAINTENANCE DEVICE AND ;.-;,—;-. PRESSURE SWITCHES �� 2 ®:.• _.. 0 (ELECTRICAL WIRING BY OTHERS) e�• 2 F G,' _ o ©, ■ .!,IQ® TO F.D.C. SEE PLAN (SYSTEM CAPACITY 215 GALLONS) A 4iIIIIihii- .. /RF P R 0� ' . v FOR LOCATION : II il AI• �`PG J 19435 SW TUALA N 1 ORh97062UE p FINISHED FLOOR / 1___ I �� `�` �/II (503) 692-9284 V' II ( FAX: (503) 692-1186 ® MAIN DRAIN TO EXTERIOR 1 S T O \ 111IFA A.F.P. STARTING AT 4' FLANGE o OR CCB# 0067534 1'-O" A.F.F. (TYPICAL) WA CCB# AFPSYI*091 BZ NOTE: ALL U.G. WORK BY OTHERS SCALE 1/8" BLDG. 4 \ ' I- R I- R S F- R D I- A DRAWN BY: KEN MOLINARI jBLDG. S BLDG. 6 DATE- 6/10/16 N.T.S. ____ 1 I AHJ: CITY OF TIGARD Ler- _______ KEY PLAN . 7 SHEET: BUILDING �,.T.S. —� IP 0 r AFP. PROJECT #: 160#320 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY c A N /o p - ® 0 ") O� Q`��' WOOD JOIST I - I __ 1./ /. / ir 716111MiliMirrREMOTE AREA#1oI 4 D �/� /,•/ it // / / 1 I 71114:74:07:‘+:8:: 1 � HYDRAULIC SYSTEM g// swc wooD W Z��o 1 -0 3-0 • 3 0 3-� I 11 � � I " 0is building is protected SAMMY SCREW o 2 2" 2" 2" I �a r I d�iW /1" 2" 0 2" ® 2 gh a2' ✓ 2"i i 2' 2 2" �. 2 2 \4" 2 Si? / i " 2" 2" [/(,1�`]:_. • , ,VY , • , 4 - • , 'Q �/ , liii _ . • � O , s04 4-5 7 - 0-4 •-� 0- : . .-•4� 0-4 - 6-4 5-6 0- !Al E I .5� I 4 Automatic Sprinkler System. }'li _ _L , , to } \ / , 4• , till, 4• , Q \ .•/ •• / Location BLDG.#3 ATTIC N \' F� '1 Q1T N 4" , K 1, 4" JQ -� M �- 1 F-, 1 �F� 1� / En "'o JQ �� i •I�I i �Q C). i .I i ® ' ® i a No.of Sprinklers 44 - _ .1 I 1► " 1 "I ® I ® ® ® I I v 1 N510� �. 2 _ - - • Basis of Design TOLCO FIG. 100 3/8 ALL 2 �a 2 �, 2" 2 2' �_'� � 2 2" 2" 2' 2" 2" 2' 2" I Aar . -II. ` # er ,co I I o-a I o- I /6 I • 0-4 'e• I ,_, 13-c�I �'1. 4 / 1. DENSITY .10 GPM/sc.rr. THREAD ROD ti} I " Q I 1 A ► . TRUSSES I _ ® A NU. ITR U S ES @I ti} I I �I} „co / 2. DESIGNED AREA OF 2596 SQ.Fr. A "� JQ �� O.C. N IJQ� " " 24" O.� I oQ I• I I oQ I ' ' NN./ DISCHARGE I TOLCO FIG. 200 'H. ®• �I I / System Demand ' ' / C� " 1ills a "® CD ® ® _� - / 1. GPM ova wsERo 583.3GPY uiu PIPE RING 2 .. Q BASE2" , 2' 2' ^ 2" 2" . 2► 2- iD 2" 2' dek 2" 2" ��. 2 2' I I P. 2" ^^ 2 2' 2 �, 2" 2" 2" 2 2" 4"i 2" 2" 2" 2 2/ 2. RESIDUAL PRESSURE O 29.8 PSI e 000ttt999 PIPE SWG 1-554 5-4 11-: e l 2+•,� 1+7 •-0 •-2 I 1, 1I I _ -1 - - ` 0-4 9 N 2-10 I :-0 4a 0 i 8-0 1+8� -2 Y-0 5-0 41112r, BASE OF RISER /�/ 1� 4 0-4 � 8-0 2 - � i I� 4-4i � �' �_;�1i! �o I I ;�ib I �o *I-' / I 110171- ^� I / ��'},�_ I I po,„,4, ,. SIZE SIZE/J` 1�-i� I ' '� .��/��.. °L /�� ` G. 8 �� '" A I� HOSE STREAMS ,00 GPY ! 'SII/ § a iso ������. s .t � � � I _ s __ \ I'TO 3"' SWG-20 Wi< \/ 1111111 TOTAL DEMAND AT PIPE i �% ` g '� �e1' IbN /e } � TEST HYDRANT SRC 683.3 GPM 0 59.2 PSI ��3 $® JQ ®141FM1W(/,; 4 JQ ® II JQ'�11 - - - e \ V/. ®� (JQ'� LI II �'� --=r/ INCLUDING HOSE srREAMs 3-1/2"TO 4" SWG 25 .- 1 ___ _4__ / ag Wig : k- o SWG WOOD SAM VI Y HANGER m 13 o a m r NTS '' g i i ui 1 ATT EiIx. � o m = ::: !:: � � 1381: i : ' so? 14 i Y \ / rx g xk .'� a � SCALE 1/8"=1'-0" t13 :? % gRRpig IN w A H $ r ••i ,c n ,d ._ Z _1 Q cc LL_IW m !CD i REMOTE AREA#2 WOOD JOIST _ W !;1 sg g _ _ - _. HYDRAULIC SYSTEM 14 2p L, RwE j SWG s 8 -§ - -r This building is protected q 4 i t5$ p o ED/7/101 [ `I' 31 Dw I �o Po • /° by a Hydraulically Designed = �� 1 15 p / o I 1 Q / Automatic Sprinkler System. - Z 4* +• �bINING 00 loo ° -° . . KITCHEN o GST WOOD s r DINING �� , ° �_ DINING Location BLDG.#3- 3rd Floor SAMMY SCREW � c:Sil • o KITCHEN_ KI ►..� } �• '° 211vo ., _:./ Rg = oho M *gHO» He_51 4Heo0 lc BEDROOM ;ice co d' x xxtl e)1 �i, o�� ® x0*' i_i0. ' �� 15 �i �i i i c xt`e))�' -- ��� �1 �� /o ��e 1x BEDROOM ATS; ,o v ;� BEDROOM No.of Sprinklers 4 P- o 1g0s � g "' LLI • Il. 0 • 0 • TOLCO FIG. 100 3/8" ALL �L(0•I x 1- Q Q nen�cc( + Q -ccen , .' g 1g8, i N = ,2 2 _ ." os ~ o' O } } Basis of Design THREAD ROD Q-� 1� }� ^ O t. DENSRY .10 GPM SP.Fr. 1.¢ *s cE 3 Kp I l } /° IOTA •\} 1 Jam'° # \�. \ /° ME O�� • \� / / s pZ F F7 t N r i O m rz t , } 9, i_ _°,_�I , 1 / �� , 4 2. DESIGNED AREA OF MFG. LISTING SOFT. = H � n • '� DISCHARGE o "o' "d g Qu ^o L ate_ \ - ;--- / /O� / " :# System Demand hill TOLCO FIG. 200 O y�. " r y�_v • Y PIPE RING Q /i / r 3 \ \ i -` ® 1 �I \ \ i 46/ 1.1. GPM DISCHARGE O 103 2 GPY n ' /•• S TOLI4) xt{> I�� (e 41x OA , S I 1!!)* (e l • G I BASE OF RISER co r o r` J LL •� LIVING ° - °' ' ,I`- ' 2. RESIDUAL PRESSURE O 60.1 PSI PIPE SWG c3 "� o M N o x >I� ` I k /%i" F- o `off - BEDROOM :�� ROOM [ mike e:,/LIVING 0' BEDROOM II �IIUI LIVING i ;,�, BASE OF RISER I,%• SIZE SIZE , -.1> ROOM GAS } 42) p } r BEDROOM ,=,o i\ ��,Z o• - . '� O' '� "�' HOSE STREAMS 100 GPu'� ' ROOM ,1/ I"TO 2 112'" GST 20 ,r, ,n 0 O� O� O, F.P.O� -- x O� 0/ QCT j --- xPIPE __ N M M M Nx �T •'i' x * } , xTTEST HYDR NT SRc 203.2 GPM 0 63.6 PSI 3'TO 4• GST-30Cf) "' rr(n \ ` / # / '� � / / INCLUDING HOSE STREAMS ~ ~ - „ --------- : E001 a ._.". .cian�a --_------ -_-_ •I(0) --�------ I A- aN GST WOOD SAMMY HANGER < N4.4_ N CD CD I- NTS D rz Fno ,r) ,r, u-) T RD OORW iIIi_„„„ -;....._ , L,,, ,,..D „, 0 ? 14 f 4 \ / o `` •= � N � � � oo Z SCALE 1/8"=1'-O" V) L * m c v a W 0 Z m =MB J W 0 0 0 0 0 m M F- I- I- I- I- 0 cn W 'r 111' ix U W / j co cn co En CO A ci- J c"cLo co co ,n I- #515 �, N N Cr' N 0 136•-0" REMOTE AREA#3 Z �� 14'-6• y a'-o• y ° 9r-s- i y 91'-s- y A-o" y ,a'-s• 2s'-s• y a-o" 1a'-s• DOUBLE OFFSET 1,-4--4 I I I 7 I I ____T _ HYDRAULIC SYSTEM W _ V HANGER (Di \ t1k� 4•I� .� y I u I •.� / EGRESS �� r� �• / Two)no 23 CPVC STRAP HARDENED HEX HEAD SELF THREADING SCREW N (%) j IkTVi7 p 2g 2g l� r .•- >i This building is protected IMO)FlG , Is FI,RHISFfD MITH THE HANGER AND{S THE 0 O O �Ilj - ® M7YAIUM FASIETiExI!R SITE ACCEPTABLE 15t" ,/ 1 1 :WI= t11 tN/ �' t'L 1 tx 110 tx tit" by a Hydraulically DesignedCI CI 7-31.1 : I 5-WIN 11-7 ,lin / or , of _3- �4_ + 7- i4` 6-2r4 I t3-sTh / to-7 o - Automatic5 SprinklerSystem. _ W O K Tc��EN `� ° • ''� ' N N N N N L....1 •_ '" N KI �' v DI1G5-'3 I °, I 1.L� Df N� _ ��;�. e P �,� �,� W �. I .1!arcs►,e,,a �� #-10 \rip . - O Emle M r• �.Arrig i O 1" �,� �1�1 I I } N ' ,1 1J Location BLDG.#3- 2nd Floor CPVC sIAZET1ucSTER ., BEDROOM 4bMOr. (71 ( } ,o �;, tit" �o. � �e BED .`-,� ! • ° _ 5-o BEDROOM EF1CDlAIDLASIERPPE "�' - _ .`0 5-0 % ` f` 43 34^ ,„,_ Vie... . 9 �. N ;' S-0 ® -tien_� " _ i� J z. }' n 1!'. p } %/ `O e } : 1• y � o VIP * i y No.of Sprinklers 4 HEX WAD SELF CPVC BIAZEMASTER•• marl 0 • _ I/` ir� Q 4,--4---I.7-1 , Q , I '`o \. TOM SCREW--\ HEw sELJ N I- a 1 J '1:. a a • / , } Q ° ' ,-TAxPP9,c spsEw S0 4.I. ,"^ - �k o`' S N ` �, S �,,, Basis of Design �T ,• r / i, Z ' -v * J -�' = 1 J� •- i JQ 1 DENSITY 10 G Q 0 J\ _ ii ,��1: / IIS SII / PM/sO.Fr. '" ... 14'."7 ; 1 - O . 1• II_ ____ o . t- ..,e' j.1-11 \ "� I / 1-11 1.� ;I�� I / ' . -111 / 2. DESIGNED AREA OF MFG. LISTING SOFT. SINGLE FASTENER DOUBLE FASTENER Z __ ^ 1' ^ u I� I•II 1» ` • - :�"voLv DISCHARGE61 h / '°° 2-9 tp t' 2 9 • s \ } ^o \• I .•Ih� 2 • - , ;- ` } ^°° /° CPVC PIPE STRAP CPVC PIPE STRAP r) .I ^ I --+�� • - lx" G , • I (i . , o I System Demand FIGURE 22-CPVC HANGER FIGURE 23-CPVC HANGER - o 1. GPM DISCHARGE 0 131.6 GPM II --- lit" 112-mi --i, _ 1 UC '0 ' �1 • -I: S. o / '' I '_I_ I - ^ ' '' DOUBLE FASTENER Z I�1� N 111- 111" 0_g 5[' .- t - ----JQ' mon ;18111 11� � 11f 1 i �llf ^ 11� 11i" �Q' BASE OF RISER mum= 4-0 -4 5' 0-9 2-.' 9-0 ! , • ,:e_ 9-0 2-.' • 6-4 -0 p^` 9-0 2-.., / ` '� 2. RESIDUAL PRESSURE 0 66.5 PSI R CPVC PIPE STRAP LU �O� r ': '� p� -3�o 22 . i-, Or '-0 25 P�_, _- BASE OF RISER FIGURE 24-CPVC HANGER V 2 41 er - I- au I Q / N p }; B OROOk/I ��LIVING JQ o � ,� LIVING�� BEDRO > . °Q o' LIVING BEDRM ~ r HOSE STREAMS ,oDGPM c l - I I" m Q �, ' } 1 • Z JQ \ �' ROOM / ROOM / �► �II �-_-_-_ TOTAL DEMAND AT Q ,�� Aim -� __.- u%n �__ .crena' TEST HYDRANT (SRC) 231.6 GPU O 70.3 PSI rn►pOs11E MooD ,.. NB-1 HEADSET MOUNTING BRACKET via d o ,o ♦ ,o ,o- �. 4J INCLUDING HOSE STREAMS AND NO BLOCK HANGER MAXIMUM DISTANCE BETWEEN HANGERS w W \ \ 11 cb I I \ / F- Q m HEADstr NOMINAL PIPE `i. � N} N } `�. - / • } `�: r� Lora,�I 3 4" 1" 1-1 4" 1-1 2" Z» W EO O a c O f Gr.BGARD ao SIZE (In.) / / / ICI N Z W _ _ _ • :Mcma CPVC 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" J p 2 Q Q (1) fl, - = Q 6 Q cc (NI re CD c9 CO \ ZwMw C � ZSHO \ D FLOOR �► WNcv W re TO 1 4 f4 1f 316a Iw o tW mIr1- LU (I) � QSCALE 1/8"=1'-0" N (a7 o W ,re n 2 (a9 E W ti1= U c' v C2H U d 45 AUTOMATIC 136'-0• REMOTE AREA#4 FIRE PROTECTION / ,0'-0" / 10'-0" / 10'-0" / 14'-0• / 14'-0" / 10'-0" / 1 n'-0• / 1 n'-0" / 113.-0" 10'-0" 10•-0" / 10'-0" / HYDRAULIC =SYSTEM o Cti _ SYSTEMS, INC. �� B- F_-e--q -- Ia-a d _ -- �- This building is protected GARAGE GARAGE AAGE GARAGE G.,;AGE GARAGE GARAGE ' A E�/ er A ' 'A' E /4i /// A by Hydraulically Designed i�'���� 4� . Automatic Sprinkler System. o o • 0 78 ,e1 76 0 • . / ' 14" O 1 ayr^ I t o e .._;:,11� ti4" t{ ' or 114" IT 0 0 - ® Q ' ® ® Location BLDG.#3-1st Floor 43 o t o0 0 1 1 0 1 1 o t 11t"/ J 111-` 0 114-/ Q/ 10-0 g 7�0 11�'a, 3-4 11 9-t0 31c .1'--3-1 -10 t� 1-a� 9-10 8 �0-0 /g 1134° O 3-6 r I" 11 1 / 3/ 9- 9 5-0 -L�1 Jr 5-6 10-6 �g® / 1-0NCB , . :," 6 - ,i 7, o co /411, 0 / ��`/ I CI ® ®^o ®^�o Jit-0 ^o No.of Sprinklers 10 41_111 ..) ? / / / �' o I } L1 /Z - / ,,, / Basis of Design ' ) N �c j ,;I 'co ^0 I. DENSITY .10 GPM/SO.FT. .. d C ) T / • �• y 1 �, / 80D / 2. DISSCHARGEAREA OF 931 SOFT. BLDG. 1 } �� / 'I'\ SYSTEMS fn ^�' J4" -o ! t!�/^ t / -o } 1 1 I , 1 1 L =__' '" ti4' I ® t14'/ t34. tf4'(/ I ® / System Demand y 10-0 "� �1-0 I 3�(1 9 9 10 ��3-8 ,;-- ; - 1-f' •-1 f 11 -i I fl t -: 11 A / 8 •,9-10 g 5-o 5-0 g 10-0 /b® 1. GPM DISCHARGE 0 153.1 GPM B�O A 0= <c .o ,c ,o / ^ ® ®^ 75 _^ i ^of BASE OF RISER G �� 82 - 'O -c' o "o c 0 0 0 0 /// 2. RESIDUAL PRESSURE O 22.1 PSI X` SUP---- ' ! / BASE OF RISER /�4E P R 01 -G y '\/ i1 ' / ///_Z /(I /•//// /Z///i /�// HOSE STREAMS 100 GPM Q �- _ r _ $ _ - J� _ _ �` {� t Lg L DEMAND AT__, 19435 SW 129th AVENUE V' d I HYDRANT (SRA 253.1 GPM 0 26 PSI `N---I �� - - O' .� - - - - INCLUDING HOSE STREAMS 040 19435 j TUALATIN, OR 97062 (503) 692-9284 10" ELECTRIC BELL FAX: (503) 692-1186 ,, -;• (ELECTRICAL WIRING BY OTHERS) . F.D.C. • ,- OR CCB# 0067534 crr cllrrr rn I rnn II r rrimunAnnu WA CCB# AFPSYI*091 BZ / BLDG. 4 H R S H L 0 0 R A DRAWN BY: KEN MOLINARI \ % 5 BLDG. 6 DATE: 6/10/16 1 BLDG. - J AHJ: CITY OF TIGARD SCALE 1/8"=1'-O" KEY PLAN SHEET: BUILDING#OF_3 i' N.T.S. L f rs, , , \- _ AF-P. PROJECT 16020