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Plans (46) F PS2019-00096 JUL 15 2019 CITY OF TIGARD GENERAL NOTES BUILDING DIV`,TON 1 . REMOVE EXISTING SPRINKLERS AND DROPS AS REQUIRED FOR NEW WORK. STRUTURAL DECK 2. PLUG ANY UN USED SPRINKLERS AT TOP OF EXISTING HANGER ARMOVER. TO REMAIN \1sin, , ARMOVER 3. ALL NEW PIPING WILL BE 1 " SCH. 40 BLK FOR 1r 3'-0"VICTAULIC SPRINKLER DROP �" _ _ - ARM OVERS AND 1 2 SCH. 10 BLK FOR NEW ,.. a ivI BRANCHLIKE 1"9C + tem ■• o ' 45°BEND _.•' ',i� i,iti,- 90'BEND ':!�\. ,�.,;/ .�1.��� l rte-. EXIST.1�'PI• � O -- Q :�: _: ,�= .^,._,,-,..-,• /d B RA N C H L I N E S. 1111kVICTAULIC DROP STANDARD: Area of work , c, ____,=._ - *MAX 2 90° BENDS 4 ALL ARM OVERS ON MECHANICAL TEES MUST r 1• *MIN 6" BEND RADIUS 4'-0"VIC-flex drop a -,--,-....".•,. IN:!/11, +.,q + ' ! ,.;.,.,.,.,.,..,.,.,> *NO KINKS BE SUPPORTED TO STRUCTURE. 45•BEND -v` •7`i.. 90°BEND 45°BEND ..0 ..G .i i�i�5 `§i iii`• -/ MINIMUM OF ��-����:���'�'"�'�`<,�.` / ADJUSTABLE FLANGE CEILING GRID 5. . ;���;��i`' --•,,� �+ MOUNTING BRACKET •'`';: VICTAULIC DROP STANDARD: ,;'s;'s`•' c,;z;� *MAX 2 90° BENDSlir, / 1" x 4 R.C. MAXIMUM 0 F 20 FT. id& s�sy�� r �;�'s *MIN 7" BEND RADIUS /T, •��� �/ �� �r��y��r��r�o�i�rr�4 / '7 ,•. © ilii" DI,•, + I 'rslMtillm1=:- •: *NO KINKS TURN PIPE AT FITTING TO �i��1 RELIABLE MOD.F-1IFR� GRID&TDEEDCEILING 6. ALL EXISTING SPRINKLER MAINS AND NEW LOCATION 45°BEND ����' SSP W/.REC.ESC. ADJUSTABLE FLANGE CEILING GRID BRAN H L T REMAIN . MOUNTING BRACKET 7. LOCATE SPRINKLERS IN QUARTER POINT OR �,����e� y;�� ; ,� R.C. � > ���� �� x .� ��� /.4 minor• SUSPENDED CEILING NEW FLEXIBLE DROP DETAIL CENTER OF CEILING TILE. RELIABLE MOD.F-1/FR/ GRID&TILE 11P SSP Wl.REC.ESC. SSP SCALE 1 '"=1'-0" 2 8. ALL MATERIALS FOR NEW LINEAR 1I� _ 1 110 3 j'_ _.i. ,__\.—Tito ACCELERATOR WILL BE NON-FERROUS. EXISTING DROP TO CEILING RELOCATED HEAD TO NEW LOCATION � � i � '1400 I � i DESIGN CRITERIA I - I _ I THIS PROJECT IS A TENANT IMPROVEMENT: WE ARE ADDING ANDIOR i '-- ' _1 - I RELOCATED SPRINKLER DETAIL 1�. .. 1-71. i RELOCATING SPRINKLER HEADS TO ACCOMMODATE NEW TENANT WALLS, mil' 11 'i i I N. SCALE: 1 ii"=1'-0" CEILINGS, MEP, LAYOUT, ETC. T--- f - '" .. 0 i , a 1 -1 -- THIS FACILITY IS ALREADY PROTECTED BY A FIRE SPRINKLER SYSTEM _.;�'-- �--���- -I:,_ -� --- --=_=�`: HYDRAULICALLY DESIGNED TO PROVIDE .10 GPM OVER 1500SQ.FT-, WITH I1 I \ , s -- -- This area is MAXIMUM HEAD SPACING OF 400 SQ.FT- 1 1 � ) ; i_-. REVIEWED FOR : I INFORMATION ONLY not in scope WATER DEMAND AND HEAD SPACING REQUIREMENTS REMAIN THE SAME. 00-0 © o o ; CONSEQUENTLY, HYDRAULIC CALCULATIONS WILL NOT BE REQUIRED- NON-FE--OUSMATERIALS I • I —' k—` I INSIDE LINE'- ACCELERATO"I = I ' \I 44 I t1�t date: 11/29/2018 I I I I I I z. 1 i I I I I I I 1 I2•U ' l * .Inl 1 r, I1pr." . !._._.-- _�_ NEW g BRANCHLIKE "11.:_f.,::.,:--,,-.'',i':if;:,.i..-,-. . F o> iN\, , . , 4 I 2 �'o \\: \ B: �` ��� _ .. 1 FR : \\\I :., 3 N ..1 . • \\\:,iiii,.. \\A\, r , . 1_ _.. 1 _ _-- _.. ISS _.. _ _....... I.. _._._ _ _._. \ - ,, • • I 2- 2 1 \ \\\ \ : \\L' : ii\c\,,\ . -. . ,1 . 1#• B.. R m _ r : 1 1 I-- I , , k, 1 I �[+ Lk R _ „. : • \\:\ \ ; \-: 1 I1:::\ I I: • I., \ , \It ; ! ! ' , , , Hanger No. C05 .c� 83 \ _ , \ � '�I .- ,3 Snake+ Anchor I , \ - 416‘ . _,/\ ,\ \\\\ .1\ . . C ��ii COPY • -ii,, � T .• \ ' -Gr' " \\:._ i . -. \ � `--- 'I - �` ^ } �C 4 "$r181ce bbb •.• , '\ R\ ". 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REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED Q - ALARM VALVE I - POST INDICATOR • SSP RELIABLE FIER OREC R4842 155 3/4" CHROME F1 CHROME 149 0 WORKING DRAWING 11 /8/18 1 . CITY OF TIGARD OCCUPANCY: LIGHT HAZARD TIGARD W E STS I D E 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY 0 SSP RELIABLE F4FR-NF RA0212 155 1/2" BRZ CVR PLT WHITE 12 CANCER CENTER (1-6) WHICH ARE END TO END Q - DRY PIPE VALVE I - KON-RISING STEM GATE I Z. OWNER / ARCHITECT DENSITY: '10 DELT 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA L_ - FLOW SWITCH -CI- - FIRE HYDRANT W/PUMPER 3. REMOTE AREA: 15aa PAMPHLET NO 13 4• INSIDE HOSE: 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA - WATER MOTOR GONG ‹ - FIRE DEPT. CONNECTION 100 COMPASS O N C O L O G Y PAMPHLET NO 13 5. OUTSIDE HOSE: - ELECTRIC BELL - - DOUBLE CHECK VALVE ASSEMBLY Ma) 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 WATER SUPPLY 12123 SW 69TH AVE BLDG. A TIGARD, OR 97223 FIRE . INC • •--, - DRAIN VALVE - CHECK VALVE DESIGN BASED O N: 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 STATIC: 95 TITLE 1ST FLOOR SPRINKLER PLAN -0- - GROOVED COUPLING - NEW UNDERGROUND N-F-P.A. # 13 2016 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING RESIDUAL: 74 DATE 11-8-18 SCALE 1/8r = 1 -U SHEET FP1 FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM L� - EARTHQUAKE BRACE - EXIST UNDERGROUND FLOW: 1 1 54 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 CI - HYDRAUUC REFERENCE POINT - PUBUC WATER UNE THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE LOCATION: 69TH & FRANKLIN