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Plans (12) FPS2O18 -OO 173 RECEIVED DEC 3 2018 GENERAL NOTES CITY OF'fietif..91I, 1 . REMOVE EXISTING SPRINKLERS AND'O'F 'Cj-F78'AS REQUIRED FOR NEW WORK. STRUTURAL DECK 2. PLUG ANY UN USED SPRINKLERS AT TOP OF EXISTING HANGER . ...: ARMOVER. . . TO REMAIN .. . .. .. : . , x l''MECH.IkEN. 3. ALL NEW PIPING WILL BE 1 " SCH. 40 BLK FOR .. 4' 1MMOVER I 3I-0"VICTAULIC SPRINKLER DROP i (101.11 M OA 1"90 ARM OVERS AND 'I 1" SCH. 10 BLK FOR NEW i AA M IN!!.., ii- ---------- a \ V VI"' EXIST.1 i''pi 90°BEND BRANCHLINES. . , 01111111*B RANC H LINE v. al..01, . Li, . i . 45°BEND ,-.:sx glint". ............................. i/ \1/4 AitIAAt.uNd...•40ek,,I.;•••,. :,...„,..- - ,.-.,.2 y • :- 4A10"‘' '414ik VICTAULIC DROP STANDARD: .. 0'. k 'I:10z% 4.$0; *MAX 2 90° BENDS 4. ALL ARM OVERS ON MECHANICAL TEES MUST if' , •••.,,,..., .....,,,,, ,...4„..1.„. *MIN 6" BEND RADIUS E - - - -w;#414)0' ...„ 4'-0"VIC-flex drop 1.111 IMItIZZA.ilgI5Pce 10*%#. .s...:;..1- *NO KINKS BE SUPPORTED TO STRUCTURE. IN kg. 45°BEND ADJUSTABLE FLANGE 5. SPRINKLER SPACING: MINIMUM OF 8FT. __ 45°BEND ,....rii{e4,,t4f0t).4.. 90°BEND • N\ +15:$•,`,•$0.1.4•?..:4•..., „de/ • CEILING GRID 1 _...__ _-------- MOUNTING BRACKET • --_____.._ •%:$:%;%. .----- ----____ 1 '.„%°' ...,‘'i••‘: VICTAULIC DROP STANDARD: - li 1 I r MAXIMUM OF 2OFT. \, ., .. 1 x ,,,, R.C. *MAX 2 90° BENDS ........ Agg. r 44,.•• 144 IN 7" BEND RADIUS ,,, :1,:'!„-5,7,,,,„,-;„,,,,,.....:7,,/,.:„.....0,, I I ,..,...--; _ A, 6. ALL EXISTING SPRINKLER MAINS AND r ;••••••-•-•-•el'il:(4°W ix klt *NO KINKS \SUSPENDED CEILING Milk..........•„,„,,,,',,v.• , .p,=, TURN PIPE AT FITTING TO BEND / 111 RELIABLE MOD.F-1/FR/ GRID&TILE SSP Wt.REC.ESG. BRANCHL1NES TO REMAIN. 45' NEW LOCATION ADJUSTABLE FLANGE -- I CEILING GRID __._------ MOUNTING BRACKET I 7. LOCATE SPRINKLERS IN QUARTER POINT OR _...-... -......._ ....wiingial \1/4 , CENTER OF CEILING TILE. „_•••• NEW FLEXIBLE DROP DETAIL , WI! \\SUSPENDED CEILING RELIABLE MOD.F-1/FR/ GRID&TILE .• : . 8. ALL MATERIALS FOR NEW LINEAR --,- ssp W/.REC.ESC. SCALE 111"=1'-0" • . . . ,..,..,.., • •_ . i . : : ACCELERATOR WILL BE NON-FERROUS. ,. : ,.,_. .: _-_....,..,r,......i ...._.;.:!_:. _ _III . • : .•• : , - T.- ! i . . , ' •:.:11-114 AVM' 1 ° . : .1. : MI 205 ! , RELOCATED HEAD TO - :--- 1111 - , • , I . qt_ m 4 , EXISTING DROP TO CEILING ---, _ . MiP l • z NEW LOCATION . -- ,.,__ DESIGN CRITERIA , ---- - I-- !r- ' lake . . RELOCATED SPRINKLER DETAIL , THIS PROJECT IS A TENANT IMPROVEMENT. WE ARE ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE NEW TENANT WALLS, : „,--...4_____ - i---.., R. . , • J.\' 1 ---i li :F.:::- ,.0401. SCALE: 1 =1'-0" +1.5=11711,.*-a 71„ i-.A' '•* i • I CEILINGS, MEP, LAYOUT, ETC. . . 1 0 k ' 1 .- 1. .-------h---:: , 1" : ] ...... , __, ... .• .. , im ! . 1 THIS FACILITY IS ALREADY PROTECTED BY A FIRE SPRINKLER SYSTEM -- IMINCI9M1. _ 7.. . . ' ' 1 111111 . HYDRAULICALLY DESIGNED TO PROVIDE .10 GPM OVER 1500SQ.FT., WITH : :• 1 - •--I --- ---- 1 '-i I i El 1 .: MAXIMUM HEAD SPACING OF 400 SQ FT -.' :-..--1.'1 1171-.--',' , . , 1, : i. • ' REVIEWED FOR , .:. ....., . 1 . . : INFORMATION ONLY WATER DEMAND AND HEAD SPACING REQUIREMENTS REMAIN THE SAME. , : o i , I 0 . • 0 - . • . X X ISI I ) , CONSEQUENTLY, HYDRAULIC CALCULATIONS WILL NOT BE REQUIRED. NON-FERROUS MATERIALS 1 ,, , i _ ___ , • INSIDE LINEAR ACCELERATOR .. ... 0. e... -.,•-•••-•••-••• • ••••••• 1 1 . .1 date: 11/29/2018 1 1 1 1 1 1 1 --,.--. I 1. . • 1 . : I 11 ...--......,,---- 1 • I I ' ,-- 1 0 , ...._ 1 ,• ! - ! 1 . , 1 i , OFFICE COPY . , 1 . ,I I I i 1 I I I _ I .01.E. ! CITY OF TIGARD REVIEWK,D FOR CODE COMPLIANCE • : .. -.-.- --- .-------.-,- --------- - ' iv., ::.„...„:, . ..... L . ! . ., ! .7.- . NEW 1 BRAJCHLIN , . __.____. Approved: ] . . , ,_....., __ __ _ _ i[ig::...-• ..-. - E - .', - ',1: . 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GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. LIGHT HAZARD TIGARD WESTSIDE . SSP RELIABLE F1FR OREC R4842 155 3/4" CHROME Fl CHROME 149 0 WORKING DRAWING 11 /8/18 1. CITY OF TIGARD OCCUPANCY: 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED L - ALARM VALVE t - POST INDICATOR ei SSP RELIABLE F4FR-NF RA0212 155 1/2'. B R2 CVR PLT WHITE 12 . 2. OWNER / ARCHITECT DENSITY: .10 CANCER CENTER 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY 0 - DRY PIPE VALVE T - NON-RISING STEM GATE . (1-6) VA-11C1-1 ARE END TO END REMOTE AREA: 1500 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA D- - FLOW SWITCH -0- - FIRE HYDRANT W/PUMPER 3. _- PAMPHLET NO 13 4. INSIDE HOSE: - 1 00 COMPASS ONCOLOGY Ii-kt - WATER MOTOR GONG ----‹ - ARE DEPT. CONNECTION . i ,,:; 5. OUTSIDE HOSE: 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA .. , . PAMPHLET NO 13II Ir):Cr - ELECTRIC BELL ±-÷0110-± - DOUBLE CHECK VALVE ASSEMBLY WATER SUPPLY 12123 SW 69TH AVE BLDG. A TIGARD, OR 97223 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 DESIGN BASED ON: M - DRAIN VALVE -11110-- - CHECK VALVE - STATIC: ._ 95 - TITLE ST FLOOR SPRINKLER PLAN 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE N.F.P.A. # 13 2016 74 SCALE 1/8" = V-0" SHEET FP1 FIRE PROTECTION CONTRACTORS WITH NFPA PAMPHLET NO 13 -D- - GROOVED COUPUNG =========lc - NEW UNDERGROUND RESIDUAL: DATE 11-8-18 14795 S.W.72nd. PORTLAND, OR 97224 (503)6204020 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING --- FLOW: 1 154 CONT. 18-5884 DRVVN. SM SYSTEM WET -• ,- - EARTHQUAKE BRACE - EXIST UNDERGROUND ___. IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 STRUCTURAL ADEQUACY OF THE BUILDING 'TO SUPPORT THE SPRINKLER PIPING IS 0 - HYDRAUUC REFERENCE POINT - PUBLIC WATER UNE ., 'L LOCATION: 69TH & FRANKLIN THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE GENERAL NOTES 1 . REMOVE EXISTING SPRINKLERS AND DROPS AS REQUIRED FOR NEW WORK. STRUTURAL DECK urner 2. PLUG ANY UN USED SPRINKLERS AT TOP OF EXISTING HANGER ARMOVER. TO REMAIN • 1 'X1"MECHE Reviewed by: Eric Mishler Date: 11/09/2018 . ..ii-i, 1" by Turner for General compliance with the 3. ALL NEW PIPING WILL BE 1 " SCH. 40 BLK FOR 1"ARMOVER 0)1= I11 3'-0"VICTAULIC SPRINKLER DROP contract documents only. This review does not relieve ii"ARM OVERS AND 1SCH. 10 BLK FOR NEW gimp'*44BRANCHLINE `� Ex ST,�'pl '•_•� w ` Qthe subcontractor of the responsibility for making the • o 45°BEND \ / 90°BEND a \\ "'•`•'•* /f work confrom to the requirements of the contract. The 2 .. x „40,40:;>.......•,,,;,;2,,:, , BRANCH L I N E S. %-„,' VICTAULIC DROP STANDARD: 'vv. <-- subcontractor is responsible for all dimensions correct 2 �'`'`` '`'`'' "MAX 2 90° BENDS -_-�_�� -=-Y 4 ALL ARM OVERS ON MECHANICAL TEES MUST - "MIN 6" BEND RADIUS fabrication and accurate fit with the work of other trades. ' E 4'-0"VIC-flex drop �i114� .. .`�..•...♦•...NIA � iy *NO KINKS c � � 1,...T11111 ...... ' � �"� ' BE SUPPORTED TO STRUCTURE. a Submittal Number: 211000-01 • 45°BEND ..................... g0°BEND 45"BEND �,,; ;::.:.:.�.:,._• ,/ CEILING GRID 5. SPRINKLER SPACING: MINIMUM OF 8FT. ♦•�•ig • r' ADJUSTABLE FLANGE i�%iii•• '�%Z•�' -� MOUNTING BRACKET s�:� '%♦se's VICTAULIC DROP STANDARD: I� ,. "' �"' *MAX 2 90° BENDS I C ` ., � *MIN 7" BEND RADIUS ' �� © '�° ,!,!,! kg's..%%'!' % 'NO KINKS �I� PIPE AT FITTING TO RELIABLE MOD,F-1/FR/ \GRSPETILEDDCEILING 6. ALL EXISTING SPRINKLER MAINS AND TURN .!:44 NEW LOCATION 45°BEND SSP Wl.REC.ESC. ADJUSTABLE FLANGE CEILING GRID BRANCHLI N ES TO REMAIN. �� MOUNTING BRACKET - , 7. LOCATE SPRINKLERS IN QUARTER POINT OR RELIABLE MOD.F-1/FR \SUSDPENTD ED CEILING NEW FLEXIBLE DROP DETAIL_ IPS "A2 CENTER OF CEILING I SSP WI.REC.ESC. • T SCALE 112"=1'-0" : EXISTING DROP TO CEILING RELOCATED HEAD TO NEW LOCATION I RELOCATED SPRINKLER DETAIL . i.,: . I:., SCALE: 1 1"=1'-0" I is>, REVIEWED FOR 1 INFORMATION ONLY : ItXSI ) • date: 11/20/2018 • • I I I I • C i I I i I I I I I I I I I I r>< I s I I I I I • + I'-_ 'hi- : -----' I NEW 1 'BRANCHLINE .... � TI � � -_ _ _ � ____...... ._.-_._. � �I . • € t i f , , € I o _ o o ._.. a . - >. I • • • I • �� i 0 aI I + EMI110111. 1 i i ��.,. _ 1 O O OEg Q , ,#, .:i I ..2..;...,. L: I __�-_ I to _ __ -.F.... _' , _ £.. . + :; I :, 1 � • .-.-1- ''''. •,.' _ I '` - - ' ,,,,„--, ••,. � - • -' ;. Il..,:-.T, I 'n.--.... ,;. 1 _-. -,t-,a•.. . I: I 1 -:'.-[:-.1- 1-... I i t 9--9 AP OFFICE > £9N&HL.' 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NEW 1 'BRANCHLIN g c�IIv XISTING 1 i"MAIN R LUGGED OUTLET z"x1 MECH.TEE.,TYP. �' EXISTING 2"MAI � �' `rO.1:::- IDI 2 3 4 7 5 O 10 r OREGON HANGER DETAILS v e-/, 3 NS SCALE: N.T.S. SPRINKLER PLAN �`�r.- s,:� , Expires 7/1/20 SCALE: g" =1'-0" GENERAL NOTES STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG SYM. TYPE MFG./MODEL SIN# TEMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA i ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 0 _ ALARM VALVE j - POST INDICATOR SSP RELIABLE F1FR QREC R4842 .155 3/4" CHROME F1 CHROME 130 O WORKING DRAWING 11/8/18 1 , CITY OF TIGARD OCCUPANCY: LIGHT HAZARD TIGARD QUESTS I D E 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY - DRY PIPE VALVE T OWNER ARCHITECT DENSITY: -10 {1-6) WHICH ARE END TO END O. - NON-RISING STEM GATE 2. CANCER CENTER 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA - FLOW SWITCH - FIRE HYDRANT W/PUMPER PAMPHLET No 13 • 3. REMOTE AREA: 1500 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA - WATER MOTOR GONG - FIRE DEPT, CONNECTION 4. INSIDE HOSE: 1 00 PAMPHLET NO 13 5. OUTSIDE HOSE: COMPASS ONCOLOGY - ELECTRIC BELL _� - 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - DOUBLE CHECK VALVE ASSEMBLY 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE e`I - DRAIN VALVE - CHECK VALVE DESIGN BASED ON: WATER SUPPLY 12123 SW 69TH AVE BLDG. A TIGARD, OR 97223 FIRE15INC . WITH NFPA PAMPHLET NO 13 STATIC: 9.5 TITLE 2ND FLOOR SPRINKLER PLAN �- - GROOVED CGUPUNG - NEW UNDERGROUND N.F.P,A, # 13 201 6 74 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING RESIDUAL: DATE 11-8-18 SCALE 1/8" = 1'-0" SHEET FP2 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM - - - EARTHQUAKE BRACE - EXIST UNDERGROUND o - FLOW: 1 154 CONT. 18-5884 DRWN. SM SYSTEM WET 14795 S.W. 72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PiPING IS - HYDRAULIC REFERENCE POINT - PUBUC WATER UNE - LOCATION: 69TH & FRANKLIN THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE