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Plans (35) FPS2020-00035 I � Source Information Date of Flow Test/Info 216/2020 I I flowtest O Location tD Source of bowtestdata CITY OF TIGARD I RECEIVED Source Data POEnis ' 's --:ir:.s_ 138 _ MAR 2 ZQpQ It Pressure Flow r ti; E -, _ ZZZ O 0. e 134 A a a b p•0 CITY OF TIGARD c BUILDING DIVISION O O E - ZCy m € Qn n f CUT D GROOVE IN-A ii C "�y O ' (yJO' n NEW MAIN LOC ON 10 G�•J+ D91: . i_ c __ .. __ -- _ _...._.. ._ ------- _ a STQIRAG OFFICE UZI _. _ .N 26 .N 12 11rf_.1 ,w14 114 tl Lei - - m 4-0 0 - I 9-0• .-c r d E ! OUTLINE OF NEW ACE HARDWA E a "� : O �rlY'� 0-6 e-6 - a o 6-212 9-0 0-6 j STIPULATION FOR USE: THIS DRAWING WAS PREPARED FOR THE USE ON j m THIS SPECIFIC PROJECT CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR .. ........... E it USE ON A DIFFERENT PROJECT SITE OR LATER n 5 I /" r --- TIME. USE OF THIS DRAWING FOR REFERENCE OR i 9 2 14 EXAMPLE ON ANOTHER PROJECT REQUIRES THE s oo e o - ! 4 3 , 1 1 �- / SERVICES OF BASIC FIRE PROTECTION, INC. a REPRODUCTION OF THIS DRAWING FOR REUSE ON M1 /� SCOPE OF WORK ANOTHER PROJECT IS NOT AUTHORIZED AND MAY f 1 --- - j BE CONTRARY TO LAW. E j __ _ . O [ - I ___• 13-3• ° ° '^ • REVISE EXISTING RITE AID FIRE SPRINKLER LEGEND ' 5 RISER AS-SHOWN. _ 1 0'; ` `t1 ' /4- • RELOCATE EXISTING RITE AID GRIDDED SUPPLY Hydraulic Reference Point C YP2 9-0 8-4 6- 2 0 D-6 ACE HARDWARE. A® Main Designation I [ • Center Line MAIN OUT OF NEW j - I REVISE EXISTING SPRINKLER SYSTEM IN NEW R EAID FIRE RINKLER / j 1❑ Line Designation ...... EW MAIN A ORK LIMITED TO MO VIN�y' / ACE HARDWARE PER PLAN. EXTEND SPRINKLER -�- Hanger E BR NCHLINES F I I MAIN AND 'RISER REVISIONS SYSTEM INTO UNSPRINKLERED ACE HARDWARE. I CE HARDY 8 E0. 17 [ . . �J / Cap I NO OTHER" • ADD DRY SPRINKLER SYSTEM FOR NEW AS SHOyIN WORK N RITEAID f' OUTDOOR COVERED SALES IN ACE HARDWARE. 0 Plug 0 Rise 2 ' - -'' - FIRE SPRINKLER T.I. LEGEND ® Double Check Aasy. 9-0 ! 8-4 It 2 0 o-6 I ' R OCA EKISTING 2+a• RITE SOFFIT TO crPpERATE RITEAID }/,, -0o- Gate Valve-N.R.S. (GV) i l I I E PPLY AI INTO R21! I AID OM NEW ACE=�HARDWARE. = EXISTING SPRINKLER PIPING -{`�'� OS&Y Gate Valve (OS&l) - EXISTING N FULL HT WALL REMAIN j ! , - .. ...... 012 I ANT S OWN. N W I I BE! UI T FOR ANT •I - 4 now Switch (FS) E i , I i , ERA AS SHO - NEW SPRINKLER PIPING Electric Bell UNISEX I € ! E Q = SPRINKLER TO ADD ❑4 Horn / Strobe I RESTROOM I o I ; [ ! ' F „ry4M1 'A. � � A �- Check Valve E j f : II 1 Y o• , '- • 16- • o' 2 2 sf 2 �t,4 114 = EXISTING UPRIGHT SPRINKLER System Riser Ii.. 9-0 8-0 6- : 0 0 6 - - - - - - - - - - - °^ ! - EXISTING PENDENT SPRINKLER � Fire Dept. Conn. (Standard) ! j " to 1 �� Fire Dept. Conn. (Flush) e %` • R _ Double Detector Check Assy. : , � € I ! O• - - TENANT IMPROVEMENT RELOCATE / . P rK-FiaNS a a P PLUGGED SPRINKLER fire Dept. Conn. (Sidewalk) a. _ ) €. UNI '-"' '� ' '- l \ j{` - ` Post Indicator Valve PIV IM, b ' X'-X" = CEILING ELEVATION Fire Hydrant (3 Way) � E I I j RESTROOM i....._ ) 0 1 1- 4 �o- : -e o-0 s j ' ..-.... COI E ILL ' € `.. 'L•y:. -m -' 1° Thrust Block 109 _ 6.0 OLE �, st 1 _ X-X•AFF PIPE ELEVATION '-'�' �° �-;? *- � � Fire Hose Assembly Grooved RE xase MPL ! 1L iaVl A TOLCO FIG. 909 0 Flanged Connection NO-THREAD SWIVEL Globe Valve € ! SWAY B ACE ATTACHM NT CH Angle Valve 1 0 - 0 3-s 7 B 0- -8 0-0 I 6 I I I TYP FtS71l Reduced Pressure Assy. I x" I PES �} ✓ 2 Way Earthquake Brace j I I ry 1. •� } 4 Way Earthquake Brace I 1 € ! N �Wffsys EM I o 6 0 0 - - - -1'4 I 9 6-$: 6 t/2'xa 1/2' REVISIONS yri LAG SCREW N0. DATE BY COMMENTS 2 TOLCO FIG. 4A 7- 6 0-6 x -8 € 10-0 8 r V WOOD BEAM 00 + PIPE CLAMP FO PERMIT PLAN C4 o PER sTRucr. 1 3/2/2020 UP w 6 ! E 817 O III ),{ SWAY BRACING z '6•BgNS 3 € 'S8• I 0 7 7 301 45 LONGITUDINAL BRACE f t W[O o I ...I ( 2 .d 'i 1�4 1''- ct 2+i - 4• 40'-0. O.C. ry E 1 € I j 9-0 8-0 - 6- x 0 : 0-6 / I 1 2 30 ? � & MISC. NOTES: LONGITUDINAL BRACING DETAIL 7 60-6 -8 ,o-o E X I T N G I TE TOLCO FIG. 909 j I ; - W O O T R N NO-THREAD SWIVEL L ERI A 008 i 304 e o o I SWAY BRACE ATTACHMENT A13 3d ; m M10 E ry�M1 E 3D7 3os ! 305 o s 310 H A N SHO r b �+, w 2 22 1+4 4 NOTE: ATTACH TO TOP a 1 0 3-6 7 6 0- -8 j 1 : 9-0 8-0 6- : 0 0-6 - I 1 X26 1 126 1 12 �+ j R i2 130 130 2 1 2 130 2 CORD OF WOOD TRUSS q} t" SCHEDULE 40 PIPE I I I 0 ) MAX. 7'-0" IN LENGTH LAG SCREW LATERAL BRACE o , OLID BEAM 007 j € i B6 87 88 B9 810 c ' {{ ^ 313> gg PER STRUCT. I A8 3 A9 A! rya 316 315 314 015 ' I 318 5 319 `� ss• D 12 2sII_2 i! 11 `VR''' [ 1 O °$• Fig. 4A 2 4L4I 2-0 8-6 1 0 3-6 '1 6 0- x -8 11 7 0 6 9-0 8-0 r 6-212 9-0 0-6 1'4 + LATERAL BRACE 126 1 126 1 126 1 126 12 2 130 2 130 2 130 2 130 2 t2 2 27 - 4• 20'-D• O.C. .. } 6•BgNS MISC. NOTES I o05 s2 i e3 B4 g BS A APPROVALS REQUIRED Al A2 A3 A4 z i 001 003 004 013 ,, 006, 009 5 oto T^g+ LATERAL BRACING DETAIL CITY OF TIGARD L2 IL ,AiI E a ,i _ 0 3-6 7 0- : =8 fi 1 u -�.1 9-0 8-0 - - .' +5-Z12 - 9-0 6 T 126 126 1 126 1 126 1 126 ° d 1 �\ 130 2 130 n 12 130 2 130 2 M1 � ,., �S 8 7.?'t• � + � / '' _. as p7777V_777 777777, 'or n Area a em es n el „ c N SALES SALES ': 8 2 1 87. 1 2 0 l i€ 1 i swc zo z 288 , / ; € GENERAL NOTE: r Demand Calculations using Hazen-Williams Method Demand Calculations using Hazen-Williams Method O i I! '? ;? SUPER-SAMMY-SCREW j 320; 303 295 o TI YSTEM TEI l ! ! I! IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE ' Occupancy Classification: MERCANTILE Occupancy Classification: MERCANTILE N2 : . f= j !E it ! _ ....._._.............__..................... ... _......... ............_..... - ...................._.__ OP MAIN i• ER10 i (, ; ,.� , . • / �- ! EE I � I :E E! ! OWNER'S RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT I ( -' Oeslgn A ea Uenslty: 20- Des€gn Area Density. 2D 01p `` 31 I ,: ; 2 ®, ':; opE BL +z PER;10 / / €I ,E i GST zo z AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM AND IN } Additional Outside Hose: 250 Additional Outside Hose: 250 '' =�. DesignAreaSize: 1500 Design Area Size: 1500 1 - j X1,: 1 i I' I ! ( SUPER-SAMMY-SCREW ENCLOSURES FOR DRY PIPE, DELGEWAND ROTHPP TYPES OF 196 3 196 �3 3 96 3 SPRINKLER VALVES CONTROLLINGSYSTEMS. TE SUPPLIES 0 Notes: Notes: -- Design ea rySystem ALL THREAD a ALL THREAD SPRINKLER MS. 4' 2' 0 2' 4' 8' 12' 16' EXTERIOR SALES - EXISTING RITE AID ~- ' ' Demand Calculations using Hazen-Williams Method e ! - ® I CSI RCONBT. Occupancy Classification: ORD GR 2 - ( € Cl i NO WORK OTHER > Design Area Density: 20 17721 NE RIVERSIDE PK SUITE A SCALE: 1 /8 = 1 -0 _ d�--_....._.. -- ._..__. ...... , Additional 250 002j 308 2�9 j 294 Z�,... {SJ .. - FIG. 200 ®j �- RG. 200 PORTLAND, OR 97230 Design Area Size: 1022 ((( I I ` ADJUSTABLE RING ADJUSTABLE RING 9 01 a; 1 31 ,II 297 29 Notes:DRY SYSTEM ) 1 ,.I =- ---- 1 i -= HANGER HANGER CONTACT. TODD 196 3 196 3 96 3 196 35'' I -^ - HORIZONTAL SUPER-SAMMY SWG 20 VERTICAL SUPER-SAMMY GST 20 - - ( -' 2+2MAX. PIPE 4 MAX. PIPE E-MAIL: TAsb 503-969-7402 rr Bsi c.com 1:,G I 8Y®c g E • FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 2013 EDITION ACCOMPLISHED UNDER THIS SECTION OF THE SPECIFICATIONS IN JOB SITE SUPERVISOR: DALTON BROOKS TEL 0. _. .._....__.:::.�:......-......:.�,..::::.-... ;;�-� ` ^^" �� ��� ���������"=�,'�/ • FINAL INSPECTION AND EAPPIROVAL BY LOCAL FIRE DEPARTMENT, AND ACCORDANCE NATE ALL ELECTRICAL ITEMS MATH ELECTRICALCONTRACTOR --- -,^ - -€- JOB SITE 360-990-6807 s-z 10-a= 5-z ......................._........ HANGERS ARCHITECT/ ENGINEER. AND INSURE PROPER COORDINATION. E-MAIL dbr001(S®CSI(JC.Com ' • CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE • PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE SYM CNT POSITION FINISH MP K T SIN MFG. MODEL QUALITY CONTROL BY: UP NOMINAL PIPE DONE ONLY WITH APPROVAL OF THE ARCHITECT. REWIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED 62 UPR BRASS 200 5.60 1 2 RA1425 RASCO F1 FR 3/4- 1•' 1-1 4" 1-1 2" 2" 2-1 2" 3" 3-1 2" 4" 5" 6" 8" • FLOW TEST INDICATES 99.0 PSI STATIC PRESSURE WITH RESIDUAL SYSTEM. APPRVD FOR FAB BY: UP FIRE SPRINKLER PLAN / " SIZE (in. / / / / / NORTH O 37 UPR BRASS 200 5.60 1/2" RA7425 RASCO Fit FIR PRESSURE OF 92.0 PSI O 2160 GPM ON 02J26/2020. MAINTAIN A MINIMUM OF 18 INCHES FROM THE BOTTOM OF THE < FP2.2 SCALE: 1/8" = 1'-0" • PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDITIONAL OFFSETS SPRINKLER DEFLECTOR TO THE TOP OF STORAGE / FILE STORAGE. 40 BASIC / OA 2 UPR BRASS 200 5.60 1/2' RA1425 RASCO FiFR GROOVED- SCH 10 & LIGHTWALL Y N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 OR FITTINGS REWIRED FOR PROPER INSTALLATION, COORDINATION WITH• PROVIDE SYSTEM(S) WITH PROPER FLUSHING CONNECTIONS PER NFPA a OA 2 PEND CHROME 155 5.60 1/2' RA1414 RASCO FiFR STEEL PIPE OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE REQUIREMENTS. FIRE N 5 SIDE BRASS 200 11.20 1" TY5339 Tyco DS-3EC PROVIDED. VERIFY EXISTING STRUCTURAL, MECHANICAL, ELECTRICAL • FIRE PROTECTION SYSTEM CONTROL VALVES AND INSPECTOR'S TEST o THREADED- SCH. 40 INSTALLATIONS AND AVOID ANY/ALL OBSTRUCTION OR INTERFERENCE'S SHALL NOT EXCEED 7'-0• ABOVE FINISH FLOOR. '04616PROTECTION/ INC. i QO B UPR BRA55 200 11.20 3/4• RA7326 RASCO J112 N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A 9 ' ° STEEL PIPE / / / / / / WITH FIRE PROTECTION PIPE ROUTING. PER NFPA 13, 25.2.1.4: MODIFICATIONS AFFECTING 20 OR FEWER Contractor&Designer of Automatic Fire Sprinklers a 12 UPR BRASS 200 5.60 1/2" 246G ASCO H • FIRE STOP ALL PENETRATIONS OF ALL RATED WALLS, FLOORS, ROOFS SPRINKLERS SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM ' Calculation results for Design Area 1 - SALES TOTAL NEW:116 Calculation results for Design Area 2 - SALES Calculation results for Design Area 3 - EXTERIOR SALES (FLASH AND COUNTER FLASH ROOF PENETRATIONS), ETC. (SEE FIRE WORKING PRESSURE. 8135 NE MLK JR. BLVD. This system as shown on BASIC FIRE PROTECTION company print no dated 2/18/202 his system as shown on BASIC FIRE PROTECTION company print no dated 2/18/202 his system as shown on BASIC FIRE PROTECTION company print no dated 2/18/202 RATED PIPE PENETRATIONS DETAILS) PER NFPA 13, 25.2.1.5: WHERE ADDITION OR MODIFICATION IS MADE PORTLAND, OREGON 97211 © p aw r a a yw E for ACE TIGARD SUITE C at 16200 SW PACIFIC HWY for ACE TIGARD SUITE C at 16200 SW PACIFIC HWY for ACE TIGARD SUITE C at 16200 SW PACIFIC HWY ACCESS PANELS 70 E:E FRONDED BY THE GENERAL CONTRACTOR FOR TO AN EXISTING SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE PHONE= 503-285-1855 / FAX 503-285-0713 orrc ssm cw.rnr exxs. ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. NEW PORTION SHALL BE ISOLATED AND TESTED AT NOT LESS THAN W W W.BAt31CRRE COM ©o, n,-„sP contract no 20-3287 is designed to discharge at a rate of 0.2 gpmt t'(Umin/m2)of floor area over contract no 20-3287 is designed to discharge at a rate of 0.2 gpm/ft'(L/min/m')of floor area over contract no 20-3287 is designed to discharge at a rate of 0.2 gpm/ft2(Umin/m')of floor area over SPRINKLER HEADS ARF TO BE COORDINATED WITH ALL DIFFUSERS, 200 PSI (13.8 BAR) FOR 2 HOURS. o © Or air u,",,,•o,n•SSally a maximum area of 1500 ft2 when supplied with water at a rate of 365.1 qpm at 77.8 psi at the base of the riser. a maximum area of 1500 ft2 when supplied with water at a rate of 451.1 qpm at 83.4 psi at the base of the riser. a maximum area of 1022 ft2 when supplied with water at a rate of 327.4 qpm at 77.7 psi at the base of the riser. SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. PER NFPA 13, 25.2.1.6: MODIFICATIONS THAT CANNOT BE ISOLATED, OR.CCB#48641 WA. FSCL# BASICI.235R I Hose stream allowance of is included in the above. Hose stream allowance of is included in the above. Hose stream allowance of is included in the above. PROVIDE SPARE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH SUCH AS RELOCATED DROPS, SHALL NOT REQUIRE TESTING IN EXCESS Y NFPA 13, 6.2.9. OF SYSTEM PRESSURE. PROJECT TITLE' c> a O a' Occupancy classification: MERCANTILE Number of heads flowing: 14 Occupancy classification: MERCANTILE Number of heads flowing: 17 Occupancy classification: ORD GR 2 Number of heads flowing: 8 • METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN • DISTANCE FROM SPRINKLER TO HANGER, WHERE MAXIMUM PRESSURES m � o- 1- -o -10+x Commodity classification: System Type: Wet Commodity classification: System Type: Wet Commodity classification- System Type: Dry ACCORDANCE WITH NFPA 13. EXCEED 100 PSI (6.9 BARS) AND A BRANCHUNE ABOVE A CEILING ACE HARDWARE w Maximum storage height: Maximum velocity: 14.03 CUs Maximum storage height: Maximum velocity: 17.34 ft/s Maximum storage height: Maximum velocity: 19.26 fits FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE SUPPUES PENDENT SPRINKLER BELOW THE CEILING SHALL NOT EXCEED SUITE C Storage arrangement: Storage arrangement: Storage arrangement: ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE 12• FOR STEEL PIPE AND 6• FOR COPPER PIPE °D SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. • THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT C 0) Flow from In-Racks r€nklers: 0 m Pressure Re uired at Source: 77.8 sl Flow from In-Rack sprinklers: 0 gpm Pressure Re uired at Source: 83.4 sl Flow from In-Racks sprinklers: 0 m Pressure Required at Source: 77.7 sl • ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY UNDERWRITER'S PREVENTS UPWARD MOVEMENT OF PIPING. 16ZOO SW PACIFIC HWY of .. __.... m '° __ ._... ..........___. P 9P q P q P P i 9P q p ' r Flow from Overhead sprinklers: 365.1 gpm Pressure Available at Source: 98.3 psi Flow from Overhead sprinklers: 451.1 gpm Pressure Available at Source: 98.1 psi Flow from Overhead sprinklers: 327.4 gpm Pressure Available at Source: 98.4 psi LABORATORIES, INC. VALVES SHALL BE RATED FOR 175 PSI WORKING PER NFPA 13, SMALL ROOM: A ROOM OF LIGHT HAZARD OCCUPANCY TIGARD, OR 97224 Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 20.5 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 14.8 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 20.6 psi PRESSURE. CLASSIFICATION HAVING UNOBSTRUCTED CONSTRUCTION AND FLOOR C3 Flow from Outside Hoses: 0 gpm Flow from Outside Hoses: 0 gpm Flow from Outside Hoses: 0 gpm • ALL VALVES IN THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY AREA NOT EXCEEDING 800 50. FT. THAT ARE ENCLOSED BY WALL AND N A E X RISER A MODIFIED RISER B N EW ACE RISER Other fixed flows: 0 qpm Other fixed flows: 0 qpm Other fixed flows: 0 qpm SUPERVISED TYPE AND EXACT LOCATION OF FLOW, PRESSURE AND CEILING. OPENINGS TO THE ADJOINING SPACE ARE PERMITTED IF THE FIRE SPRINKLER PLAN m FP2.2 SCALE: 1/4" = 1'-0" FP2.2 SCALE: 1/4" = 1'-0" FP2.2 SCALE: 1/4" = 1 -o Y P P g gP Y P P g gP ystem piping: 327.4 gpm SUPERVISORY SWITCHES SHALL BE ACCOMPLISHED BETWEEN THE MINIMUM LINTEL DEPTH IS B FROM CE LING. PER NEPA 13; AS Total flow in s stem piping: 365.1 m Total flow in system piping: 451.1 m Total flow in s DIFFERENT RESPONSIBLE TRADES. DEFINED AS *SMALL ROOM' SPRINKLERS SHALL BE PERMITTED TO BE DESIGNER DATE ItItIAdditional flow at/beyond source: 250 qpm Additional flow aUbeyond source: 250 qpm Additional flow at/beyond source: 250 qpm • ALL POWER WIRING SHALL BE ACCOMPLISHED UNDER THE ELECTRICAL LOCATED NOT MORE THAN V-0• FROM ANY SINGLE WALL AND U.P. 2/27/2020 N Total of all flows: 615.1 gpm Total of all flows: 701.1 gpm Total of all flaws: 577.4 gpm DIVISION. ALL CONTROL AND INTERLOCK HIRING SHALL BE SPRINKLER AREA LIMITATIONS SHALL NOT BE EXCEEDED. SHEET JOB NUMBER UL FP2.2 20-3287