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Plans (44) FPS2019 -00140 I RECEIVED NOV 12 2019 CITY Or TIGARD BUILDING DIVISION NYLOPLAST ACCES B A 3 2 A "UHANGER LEEND HOOK i \'t + 10LF-6"SD WS FLOW CONTROL B COACH SCREW ROD 2 T.O. PARAPET 1 D BM. CLAMP W "STRAP S=0.0200 (E=282. 12 STRUCTURE 5.0 a6'-s° E EYELET F FLUSH SHELL ` A RtM=286.32 - L T.O. PARAPET 2 - G CEILING FLANGE IE 1N=278.48 46'-0" H SIDE BEAM BRACKET CON TECH (2) CARTRIDGE - �Y-- K SHORT CLIP IE OUT=27$.28 M ALL THREAD ROD �5 WATER QUALITY MANHOLE ( _- � -_�_ "� ? A YOU RIM=287.25 ( I N TOGGLE NUT IE IN=284. 75 3SL0.0200 ( B.O.TRUSS P POWDER DRIVEN STUD C IE OUT=282.45 R EXPANSION BOLT 41' 6" T TRAPEZE 01: G w EZD650-1 ETENTION GALLERY , 4•II ti' 'I RIM=287.06 STOP OF CHAMBER = 283. 12 Vi' FLOOR C U 5'-6' V D W CLEA i 59LF-6"SD X 1 CHECK � 'I ® oma ® ® ® 2Vr ) ` VALVE �', ..... ,®®w ..� �,�,. ) 2W POTTER ' POTTER ROEMER 1065 Y e _ ,_ s >�4 ,- ._,j GRV HOSE VA GRV CAL Z A RISER CLAMP � RIS �P FITTING LEGEND + • - \ (AS ) (/ (A ) F PLAIN END FIT FITTING 4' PERF PIPE P PIPE-D-LET R b1.1 I J1 F.F. FOURTH FLOOR j 6" SD CONNECT 4 STORMWATEI` 32' _6" SN GROOVED SHAPED NIPPLE ``\\ � � �.. ,.. . _ TSN THREADED SHAPED NIPPLE gig 3 I TO PLUMBING 5.0 PLANTER 488 SF OVERFLOW DRAT \ �I ADN ADJUSTABLE DROP NIPPLE 46 SDCO 2 - WAY EARTHQUAKE BRACE ( ) I , 1E=2$5.40 IE=277°93 I 36 !�7 'A 1 C ,I � tIj" �(� -{� d - WAY EARTHQUAKE BRACE V /G TVG ; j 5'-� 1n _ _ - /0 UNE OF PIPE IN INCHES 35. 16 (12''S) � PROPOSED BUILDING Y STRUCTURE TO CENTER - _ 2W RDD SPRINKLER LEGEND I 2Vs' POTTER ROEM MOD GRV VA ( CAL) I B Ir�JV SPRINKLER = w I ' I r' GIN HOSE VA - LZI ORIFICE SIZES AND TYPE a Z " P I I p RISER CLAMP /RIS CLAMP = 276.88 (8"NE) P� - - -L J �n X. SAN MH (AS SHOWN) (AS ) 1 16 3 16 2 SPRAY O . 1/2 °Q RIM=272. 74 F.F. THIRD FLOOR i ❑ ❑� 3/4• i - -t I o I IE IN-26 7.22 (8"N) 22'_3" 4 32 SPRAY 3 TM C + 1 2$2.44 I I NE2,2 BUILDING I L - l q�, (E IN=268. 18 (8'E) 3 , , 4 Q v2 _ IE OUT=267.00 (10"SW) 2 B 16 2 SIDEWALL a 4_1 i" T D-278. 4 4 (12"SE) ) ' I i , I V1' FLOOR L DRY TYPE I 1 _ 2 ,. ' RIP RAP T4 STATE CERTIFICATION TEMP RATING a AFF-t =' STM M Q I _ .�. _ - X O w 282.00 1 i I T IE=269.50 APPROX. TOP OF Z+�i' �TH R�IA 2Vs' GRV �A ° ) �� PROP,S Im zBz = "3 1=277.30 (12"NW) �G I A SS PIPE=266. 77 GRV HOSE VA (AFF-t1 �y��GIN 9soy 350 �� lie" ® , i a 1, ,/2" � " ' I=276.88 (15"N) I� I RISER CLAMP � RIS Cl1WP � 13 98P _ � Vs 500° " 1/2. � 1/2" UT=276.68 (15"S) ' < APPROX LOCATION OF / O , (AS (� ) F.F. SECOND FLOOR e FIRE RISER i / � O + �$ � APPROVAL REQUIRED (5'-0' OUT BY PATRIOT) I - 9(.�� SSOWNER TIARCHITECT APPROX. CREEK ELEV / f-- a 33Lt 3" W I ! AT OUTFALL=267.00 - 00 I WC TB I J 4' STANDPIPE - EXPIRES:QS 3 2 + i sere I / FROM STAIR 2 SSC TB y Y/ SPRINKLER HEADS USED ( ( (AS SHOWN) 2 GAS I- -far , II2' RGDR C SYM MANUF MODEL rypE THREAD ORIFICE HEAD ESCUTCH TEMP QTY .b SIZE SIZE FINISH FINISH i , _5'_� x X x X X X X X X TRANSFORMS X kT_e 2Vi' POTTER PAD I 10' ELECTRIC B / ' G1h OSE VA (OEMER MOD GRV HOSE VA ) OcEff 3" (BY OTHERS) 5 ' 41 L F-6"SS : 4 TO STAIR 1 STANDPIPE 19LF-3 I Q S=0.0145 VEGETATED CORRIDOR I , SHOI ) I PATRIOT START POINT AT F.F. GROUND FLOOR DWPOC 5'-O' SIDE BUILDING 8 0'-o" 75LF-6 rr I RAlN FROM "E _T�Bwv & WM / STAIR O1 RISER DTL TOTAL X FSPOC ? _G ) TO FS SSPOC FP-� Vi_1,-0. 4' STANDPIPE FROM - 19LF-6" FS �,� ROOM QUALITY CONTROL BY DATE SRC l IE=260.87 i APPROVED FOR FABRICATION BY DATE (AS SHOWN) 8LF-6" FS B 1 // Z GENERAL NOTES (+ 1 � ACK WA TER y% ,J I. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. PUBLIC F VAULT // }. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. I rr 1 ' POWER r` N t 11T ST / \ 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH " RAIN PIPE + r ) FOR SUMP PUMP ! W NFPA PAMPHLET N0. 13, APPLICABLE EDITION F.F. BASEMENT -'"�-° � '" � " � " 9' O" 4. PIPE HANGERS AND METHOD Of HANGING i0 BE IN ACCORDANCE WITH EX. »SAN...m DAYLIGHT I " ABOVE ! W/SUMP '� NFPA PAMPHLET NO. 13, APPLICABLE EDITION. RIM=273.63 GUTTER FLOW LINE Lu �� �� SITE PLAN 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION �+ r� 6. JOINING OF PIPE AND FITTINGS, THREADED h WELDED, SHALL BE IN ACCORDANCE IE IN=259. 93 (10"S) $I{ FDG Q I G(�� J 111p=1'-V WITH NEPA PAMPHLET NO. I3, APPLICABLE EDITION. IE IN=258. 17 (10"NL!) I ' Lu ( �R Jv \ 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER F" B STAIR 02 RISER DTL SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. IE OUT=258. 12 (10" w) ` \�PR� �i FP_, e. ALL WIRING OF ELECTRICAL DEVICES (If REQUIRED) i0 BE PROVIDED =1'-0' BY OTHERS ..»..........».. t ' °'-"'"'•° N C� \ 9. PAINTING OF HE 4 EQUIPMENT (IF REQUIRED) i0 BE PROVIDED l- '` j BY OTHERS RISER CI 10. FURRING OF PIPE h EQUIPMENT (IF REQUIRED) TO BE PROVIDED LLLJJJ f ( (AS SN�N) FG F.F. FOURTH FLOOR By OTHERS 32'-6" GROOVE AT % : - - - - - DESIGN CRITERIA +/- T A.F.F. CITY of TIGARD FG 7, INSTALL A NEW FIRE SPRINKLER SYSTEM & STANDPIPE IN A NEW BUILDING _ SLEEVE PER SIZE 3. INSTALLATION PER NFPA 13 2016 EDITION U.G. NOTES 4. ALL ELECTRICAL, MONITORING, UNDERGROUND PIPING BY OTHERS PER CODE 1 SLAB b 5. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FLOORS POL 6 FOUR STORY: SCOPE OF WORK 32 203 SOFT. 1 . THIS SITE PLAN IS FOR REFERENCE ONLY. SEE ARCHITECTURAL AND _ PER STRUCTURAL FOOTING 1c OCCUPANCY: R-2, OFFICE - LIGHT HAZARD o.,o�,soo so. Fr. CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION. PER STRUCTURAL ^ e. DWELLING UNITS D.,o/a SPRINKLERS 2. ALL UNDERGROUND FIRELINE PIPING BEYOND PATRIOT START POINT TO BE BY OTHERS. app a 3. ALL UNDERGROUND MAINS TO BE CODE COMPLIANT AND HAVE PIPE \ \ MANUFACTURERS APPROVED JOINT RESTRAINTS AND FLUSHED & `CONCEALB PDW H `CONCFAIfD PENDANT NE1D TESTED IN ACCORDANCE WITH NFPA 13 &24. I, TF +) Fc F.F. THIRD FLOOR 4. MINIMUM BURY 4'-0". UNIT CORR UNIT zr 3" ANTES IBR SIZE PER PLAN 5. PATRIOT START POINT AT 5'-0" OUTSIDE OF BUILDING. F4_0 8 42R 407 LINE RAW LINE rw aw FC BY PATRIOT NFPA 13 VERSION \ DESIGNED PER NFPA 13 (2016) & NFPA 14 (2016) \-CONCEALED PDW H `cmuka PDw HEAD 1 PATRIOT START POINT PIPE NOTES I UNIT CORR UNIT AT 5'-O" OUTSIDE BLDG. - ALL CM PIPING TO BE 1' UNLESS NOU OTHERWISE FLOW TEST 308 328 307 STATIC 89 PSI c�vcAW 1E 1�ve LINE TYPICAL T -0" OUT RESIDUAL 73 PSI SOURCE TUALATIN VALLEY UNIT �CONCF/A1D PtND4O CORR �CONCUteI PEN[PNT UNIT ( N) FG F.F. SECOND FLOOR -OR EQUAL- FLOW 2220 GPM LOCATION SW 68TH PARKWAY 208 228 207 k, 12 ° NO DATE BY REVISIONS DESCRIPTION DATE 11/28/16 cm RLQ w L� UNE - Fc I H �wN�1LID PENDINT { sT `CONCFAID PEHYWT HD1D WATERIF PLEASE PROVIDE ELECTRICAL RISER COMPLETED NFPA 13 UNIT -` CORR UNIT F0_0 1 002 MATERIAL AND TEST �a 108 128 107 „ PO CERTIFICATE AT FINAL INSPECTION 4'-K _( CONTRACT WITH: TOExr. ALL LMC CONSTRUCTION LT-Y) 19200 SW TETON AVE. t-GRID __ Approved plans TUALATIN, OR 97062 III=III ( T Y_g shall be on job site. PROJ MGR: AARON MAGUIRE O 503.646.0521 F.F. GROUND FLOOR ^ " ( t-FOS PRaecr NAME: 0 0 0 0 0'-0.. °�°O°O°�°� °� °O ° III-III-III= RED ROCK CREEK COMMONS • p o„o or°oogooC1o0o0000000(00000000°000000000°0000 Oo Oo O O ° d O 0'700 00�00I4 o o„ o o o�0 00,. 100 meq, _ - III-III- I ( I El I El I -1 I F=� IIIIII-III ��� 11090 SW 68TH PARKWAY -III TIGARD, OR 97223 C REVMVgD FOR CODE COMPLIANCE SUPER: O PHONE SECTION DETAIL �1 ) 2 3 Approve& OTC: - PATRIFP099CF � LEAD-IN DETAIL r°""I`'� ���_-°���j'''� � ATRIOT MErR°##70803 FP-1� Address'. � 10q ��\.. `P/LV. WWW.PATRIOTFIRE.COM F.F. BASEMENT •_,'-� Suite#: FIRE PROTECTION 9' 0" 13r Dates )J_��, � 4708 NE MINNEHAHA STREET TEL: (360) 699-4403 VANCOUVER, WA 98661-1843 FAX: (360) 699-4485 DSTAIR 02 DRAIN DTL FP-1 DESIGNER JAKE TRENDA SHEET Vi=1'-d OB ENO. 083 19 45119 F P ® 1 1 OF 4 HANGER LEGEND ' A "U" HOOK WATER/F B COACH SCREW ROD ELECTRICAL RISER CLAMP W/ "STRAP III 4 6 7 9 11 001 002 VOLTAGE E EYELET 003 G CEISHELLSH CEILING FLANGE �I H SIDE BEAM BRACKET rr-Tt K SHORT CLIP ' g T T M ALL THREAD ROD -- - 8 0 IN � F S) 1y41 r s 1X1-6 N TOGGLE NUT P POWDER DRIVEN STUD 1Vtz2-2t� 1 T _ _ r STAIR R EXPANSION BOLT 7/8 I�h " 11 1/ s / 11 s 2 > 0 02 S RING, ROD ON TJI 0� 11 _ a - L -7 pr6 -LI T TRAPEZE /� r '°' FP-1 -9 I-4 I T U r - -- V + w �� � X s o° _ A FOS % Y + ' 1 FP-2 Z FITTING LEGEND ('1EL.ITY _ - P PIPE-O-LET ROOM 1 Aj F PLAIN END FIT FITTING I 13n SN GROOVED SHAPED NIPPLE K TSN THREADED SHAPED NIPPLE I I I ADN ADJUSTABLE DROP NIPPLE c - - BASEMENT PLAN 2 - WAY EARTHQUAKE BRACE CLOS LE 1 II I 9 T. ACCESSIBLE 1 4 - WAY EARTHQUAKE BRACE BB 125 UNIT UNIT UNIT � LINE CTU PIPE° IN INCHES CENTER 13 101 , v' 102 104 SPRINKLER LEGEND CORR TYPE E TYPE 1 TYPE 5 _- 'n^ AND SPRINKLER _ --- - x ORIFICE SIZES j w L -- O 0 1/2• C 1D' D„ �� � ��) 2 T6 B 16 2 SPRAY .. _. 3 17 ❑ ❑� 3/4•• 10,4w, U Dy 4 32 SPRAY O ■ 1. 3 G_ - IP 4 '! FOWL 4 t t POW c, 8 tR V110- RELVBIE MODEL CR 3 7 1 Q Q 1/2^ J _ ❑ RISER MANIFOLD 2 e 1B z - - SIDEWALL + 11 w 4� ❑ W/TEST& DRAIN (4.9K) Q , O OO 1^ B WITH PRESSURE RWEF 1^ 21 DRY TYPE . LOB s-a 21 -5 9,_ „ `V' CORN � /+ IIM CC . _ ° � T 127 WATER/FIRE RISE ��$ 2Q- 1Vi' REILIBIE G SERIES STATE CERTIFICATION EMP RATING v a; „ 002 GROOVED CHECK VA ss 10-4Wt 4 V T-7 7 7 3 - IW RELIABLE REL-BFG-300 rG0 PROF $ 212° Y o /2^ 1^ FP- 1 , ® FC E O BUfiB2FLY VA W/TAIPEk `gl��G1N fF`SSS 286° n a 1^ ® 1/2. LO FC x TDR (WIRING BY OTHERS) t, _: 9 SSD° 4 i^ DOD 9'-8" -"__ 1� 4 - POTTER ELECTRIC MOD VSR 13 98P - s°O° /2 1/2 6 O I BIKE - r I To FLOW swlrcH �. - ELEV BIKE L FLO BELL RING B1 OTHERS GON APPROVAL REQUIRED 10 (� ) O 03 1 ROOM -ROOM I ® TO FLOW O O S - 6• LW­IN W/ ld SLEEVE �y '6• 16 A9a0 �~ CITY OF TIGARD I O FIDE O - 121 137 SWITCH O O TO 9' Aff��) y� J. GESS OWNER / ARCHITECT 0 31 O O �' © ESYSO SUMIEDTRIC FELL 120VAC EXPIRES: 3 2 D UN D LAU QRY 103 1+x(0 11 (WIRING & OaTK>H BY OTHERS) I F � �« NOT SHOWN «. SPRINKLER HEADS USED 1 TYPE 6 ® O- 12 SPARE SPRINKLER CABINET SYM MANUr MODEL TYPE THREAD ORIFICE FINISH HEAD EFNISHN TEMP OTY - - - W/WRENCH & UST PER NEPA 13 _ � ' -- I 0- CONTROL PANEL TO FLOW SWITCH 0 RELMBIE F1FR56 (RA1414) CONC. PEND 1h' 5.6K WHITE WHITE 155 57 &MARY/BELL * RELIABLE FIRES49 (R3516) CONC. PEND W 49K WHITE WHITE 155 41 JANITOR (BY OTHERS) O REIAE FIFR56 (RA1414) OR URW W 5.6K BRZ X 155 10 o. ® �9 - 2' AGF MOD 1011 DRY RELWlE F3OR% (85734) DRY SDEWNL 1 5.6K BRZ X 155 12 40 122 TEST& OR AN W/ PRV � U �_ BOR G)- GAUGE ASSY O NIT . UNIT - -- 1 - -- - 5 - 106 - - --- - - 05 - T PE 1 Li TYPE BSMT RISER DTL TOTAL 120 �I F _- - QUALITY CONTROL BY DATE _ N - APPROVED FOR FABRICATION BY DATE _= GENERAL NOTES ACC SSIBLE U IT I. ALL MATERIAL AND EQUIPMENT i0 BE NEW AND UL LISTED OR FM APPROVED. B � 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS 7C SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH TYDE 5 - , - RFl WiIF YQpQ GR NEPA PAMPHLET N0. 13, APPUCABIF EDITION O �+�+ I 11-1 RISER MANIFOLD 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH L ALT-t W/TEST& DRAIN (49K) NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 1 ® WITH PIIESSURE RELIff / 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION ri-- lFC VALVE 6. JOINING OF PIPE AND RUNGS, THREADED 8 WELDED, SHALL BE IN ACCORDANCE 1_ D'-4VT WITH NFPA PAMPHLET NO. 13, APPUCABIE EDITION. - AFFt ®- 7 REWBLE G SER�S 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER FC ® CL GROOVED SWING CHECK VA II SYSTEM i0 PREVENT WATER IN PIPES FROM FREEZING. S O_ f REJUBIE R11-n-300 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) i0 BE PROVIDED BUTTERFLY VA W/TAPPER BY OTHERS yq WIRING BY OTHERS) 9. PAINTING OF PIPE R EQUIPMEN IF REQUIRED) TO BE PROVIDED 1^•O BY OTHERS FP-1 J a I . 11 UNIT STAIR (W (D 4' RELYBLE FR-WG-300 10. FURRING OF PIPE R EQUIPMENT (IF REQUIRED) TO BE PROVIDED 108 KF 02 (E�BY ATAPPER By OTHERS © 0 - 2W� POPPER ROEMER OTHERS) � 4065 DESIGN CRITERIA t' TYPE S9 Qt MA HOSE TYPICAL. (ORIENTATION 1. CITY OF TIGARD 1 V4 1 V V V4 f 2. INSTALL A NEW FIRE SPRINKLER SYSTEM & STANDPIPE IN A NEW BUILDING 2• SYSIEII STANDPIPE DRAIN 3. INSTALLATION PER NEPA 13 2016 EDITION _-- = O TO EXTERIOR WALL 4. ALL ELECTRICAL, MONITORING, UNDERGROUND PIPING BY OTHERS PER CODE O 5. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FLOORS 6. FOUR STORY: SCOPE OF WORK 32203 SQ.FT. NIT 7 OCCUPANCY: R-2, OFFICE - LIGHT HAZARD 0.10/1500 SQ. FT. 0=9 D IY4(X-X) 8. DWELLING UNITS 0.10/4 SPRINKLERS T PE7 - T I S B 4 ', 0 Y 3_E (& 5 AFF- O t J , e1� 742 aN 4 O 1a` � ( �_� AFF- IL NEPA 13 VERSION DESIGNED PER NFPA 13 (2016) & NFPA 14 (2016) 0'-11• 1 2 3 5 8 1 0 1 1 Aff-t PIPE NOTES - ALL CPUC PIPING TO BE 1' UNLESS NOTED OTHERWISE LEVEL 1 PLAN B LEVEL 1 RISER DTL REVISIONS NO DATE BY DESCRIPTION CPVC HANGERS SATISFY SEISMIC REQUIREMENTS �5)0 Swivel Sway Brace on TJI®Joist Web (Loads Parallel or Perpendicular to TJI®Joists) -Me" SIDEWINDER 1DLC0 FIG. 960 FOR WOOD PER NFPA 9.3.5.5. 11 TOLCO FK: 960 (RUA%AL SWAY Nut and washer UNIVERSALY gp,(CE ITITING ALL THREAD 1 Y" net x 6" x 12" long fillerBRACE FMING ROD CPVC GENERAL NOTES ® block each side of TJI®joist Tim 1001 S LATERAL CONTRACT WITH web, tight to top flange 1. PIPE AND FITTING TYPES ARE TO BE CPVC UNLESS NOTED OTHERWISE ON THE PLAN. FAA aAN BRACE LMC CONSTRUCTION HEX HEAD � � � T ALL THREADED PIPE TO BE SCH. 40 WITH BLACK CAST IRON FITTINGS. PIPEHEAD SELFALL WELDED PIPE TO BE FIREFLOW WITH STANDARD PAINTED GROOVE COUPUNGS FITTINGS. TOLCD 4L 2x4x221/2 HEADER 19200 SW TETON AVE. SWAY BRACE W/ 16d NAILS TOj.CO 58 W/ TUALATIN, OR 97062 J^4 ALL CPVC PIPING TO BE 1' CPUC, UNLESS NOTED OTHERWISE. ASM13LY Ye x21/2 LAG SINGLE FASTENER DOUBLE FASIQJER O CPVC PIPE STRAP CPVC PIPE STRAP 2. TENTING OF INSULATION OVER WET PIPING RUN ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSSES � SEEL PPE TIT PROJ MGR: AARON MAGUIRE ® 503.646.0521 NEX HEAD SELF • TO BE DONE BY OTHERS. ® Swivel sway brace U� o TAPIPING 1 "� "�Sar 3. BIACKFLOW DEVICE AND FIRE DEPARTMENT CONNECTION TO BE PROVIDED BY OTHERS ON UNDERGROUND. TJI JOIST PROJECT NAME TAPPI"G sCRnv� BRACING ANGEL TO BE 45 • "� . 4. HANGER/VERTICAL LIFT RESTRAINT TO BE WITHIN 6" OF A SPRINKLER HEAD DROP. Y2" diameter FROM VERTICAL MINIMUMRED ROCK CREEK COMMONS 5. THREADED HANGER RODS ARE TO BE POSITIONED TO 1/16" ABOVE TOP OF CPVC PIPE. bolt o TYPICAL TJI - HG 906 REQUIRED �c UBLE FASTENER NO BLOCK 6. MINIMUM SPACING BETWEEN HEADS IS 8'-0" UNLESS NOTED OTHERWISE. TRUSS YB ATR 11090 SW 68TH PARKWAY SIDE MOUNT CPUC PIPE STRAP o Allowable Horizontal Seismic Loads (lbs) 7. ALL PIPING IN EXTERIOR WALLS TO HAVE INSULATION PLACED BETWEEN THE PIPE AND EXTERIOR c PER PLAN TIGARD, OR 97223 cwc PIPE STRAP Washer PORTION OF BUILDING. Angle to Vertical (0) Species BRACE ATTACHMENT FASTENER MR CM�m��NG� 8. ALL AREAS WITH SPRINKLER PIPE TO BE MAINTAINED AT 4ffF MINIMUM. ° ° 5'-6• 9. ALL FIRE CAULKING BY PATRIOT 30° 45 60 NPICAL 14X3" LAG (x2)& Wxl' BOLT/NUT ATTACHMENT TO FD 906 HANGER CEILING ASSEMBLY HANGER RING SUPER: ® PHONE B DF 430 690 695 ,• - 6'-D• CPVC HANGER DETAIL RING 6•-0NTS SPF 365 590 695 1v4•- r-O° No. 8 x 2 Y2" long (minimum) PATRIFP0999CF D^ Z' - 8,- wood screws, 6 each side . Loads are based on the controlling connection to the joist. LOCK DECK SEISMIC BRACING T' HANGER �► ATRI OT MCCH ETRO## 3 8 250 • Loads include a 1.60 duration of load factor adjustment. M5 www.PMET OTE2503 HANGER S N.T.S. FIRE PROTECTION VAN MINNEHAHA STREET TEL: (360) 699-4403 TJI SEISMIC BRACING SIDEWINDER VANCOUVER, WA 98661-1843 FAX: (360) 699-4485 NTS DESIGNER JAKE TREN A SHEET DATE 08/19/2019 2 OF 4 r e JOB NO. 31-1451 HANGER LEGEND A I "U" HOOK B COACH SCREW ROD D BM. CLAMP W "STRAP III 4 6 7 9 11 E EYELET II F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT UNIT S ROD&RING w EZD650-1 AA F 306 T TRAPEZE TYPE 4 - - i I V W V4 0 lv4 (D X . 3 1 Y 4 0 HYDRAULIC REMOTE AREA: 2 LEVEL 3 0 0 Z L THIS AREA HAS BEEN HYDRAULICALLY CALCULATED Hydraulically Calculated System FITTING LEGEND I IF J► TO DELIVER A DENSITY OF: .10 GPM/SQ.FL OVER 4 I 14 SPRINKLERS Remote Area 0 P PIPE-O-LET DEMAND 180.6 GPM 0 73.2 PSI AT BOS The system as shovm ori SHOP DRAWINGS F PLAIN END FIT FITTING I I PFP FILE #31-1451-Area Z LEVEL 3.SDF coarpory print noFP-3 dated SN GROOVED SHAPED NIPPLE 08/19 2019 Ion RED ROCK CREEK COMMONS TSN THREADED SHAPED NIPPLE at contract no 31-14$1 ADN ADJUSTABLE DROP NIPPLE _ STAIR is designed to discharge at a rate of 0.10 gpon 2 - WAY EARTHQUAKE BRACE STOP ���� 01 h (L/min per sq it()of floor area over a minimum mea M 4 - WAY EARTHQUAKE BRACE 1 R - - sq ft m2 when supplied y I IT - UNIT UNIT .b water at Um rate of 186.6 gpm (L/min) � STRUCTURE TO CENTER 1 6 LINE OF PIPE IN INCHES I 301 303 305 at 88 6 psi °°re)° e e dose of B. 11. Hose stream allowance of 100 SPRINKLER LEGEND gpm (L/6n) x o ORIFICE SIZES 2 Wo w N Ju YPE 1 TYPE 1 TYPE 1 e;rdaded in the above_ SPRINKLER x z LIGHT HAZARD a - LLIOccupancy classification '6^ AND TYPE a w on - STOR DN6 UIy - - IT C RR � Commodity classification N/A s 3 , r-- -1 7 3 6 �5--1 -- U Minimum Stara hei ht 2 16 8 16 2 SPRAY n _ - _ - _ 012 II TY E 1 -1 �, 15 PATPoOT FIRE PROTEC110N 3 17 SPRAYEl 3/4 L Instated by \5 1k O ! 32 1" f w B s _. III L _ 1 S 7 1 � Q• 1/2. III 2 B I6 2 SIDEWALL a , B -2 1/4" 18 17 CORK 2 DRY TYPE CC UNf f 327 ,B STATE CERTIFICATION TEMP RATING 30 E = mom TYPE 3 = O t � DPROFF $ zlz° �g /2. 4 W10 N3 G V - - GINE ssi 286° Dy Dz�-= 350° BIKE U I 13a 98P ELEV � soa ° 03 _ RSO TF ® 20 GON APPROVAL REQUIRED 321n _ �9 °b• 16 ,ggO��A. CITY OF TIGARD h0 � GESS OWNER / ARCHITECT IEXPIRES:06430/211 nov LAU 302 304 lJ3 3 z, TYPE 1 TYPE 6 SPRINKLER HEADS USED - J SYM MANUF MODEL TYPE THREAD ORIFICE I HEAD EFINISH TEMP QTY SIZE SIZE FINISH FINISH 0 RELME FlFR56 01414) CONC. PEM) W 5.6K WHRE Ill 155 3 JANITO R ♦ RELUBIE F1RES49 (R3516) CONC. PBO Vs" 4.9K WHRE WHRE 155 71 -- 322 UUNIT NI - 310 30 TYPE TYPE: 1 ��, FTOTAL 74 QUALITY CONTROL BY DATE I APPROVED FOR FABRICATION BY DATE UNI JJ F77I GENERAL NOTES 31 �� III' 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. TYP 1 e 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. -. I a 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. I'. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS H 9. PAINTING OF PIPE & EOUIPMENT (IF REQUIRED) TO BE PROVIDED FP-1 1 BY OTHERS UNIT 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS ( 312 - - TYPE DESIGN CRITERIA t- 1. CITY OF TIGARD O1V4 144 r24 Vi V . I 1Vi 2. INSTALL A NEW FIRE SPRINKLER SYSTEM & STANDPIPE IN A NEW BUILDING O 1O O 3. INSTALLATION PER NFPA 13 2016 EDITION 4. ALL ELECTRICAL, MONITORING, UNDERGROUND PIPING BY OTHERS PER CODE 5. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FLOORS 6. FOUR STORY: SCOPE OF WORK 32203 SO.FT. 7. OCCUPANCY: R-2, OFFICE - L�HT HAZARD 0.10/1500 S0. FT. UNI p TI 8. DWELLING UNITS 0.10/4 SPRINKLERS 31 - -ST 'I TYPE 7 B 2s 0 '. ;i FP-} NEPA 13 VERSION p DESIGNED PER NFPA 13 (2016) 8E NFPA 14 (2016) 1 2 3 5 8 10 11 PIPE NOTES - All CPUC PIPING TO BE 1" UNLESS NOTED OTHERWISE LEVEL 2 & 3 PLAN NO DATE BY REVISIONS DESCRIPTION Fc RELIABLE MODEL CR RISER MANIFOLD W/ TEST & DRAIN (4.9K) WITH PRESSURE RELIEF VALVE CPVC HANGERS SATISFY SEISMIC REQUIREMENTS p RELIABLE G SERIES PER NFPA 9.3.5.5. 11 GROOVED SWING CHECK VA (D2 Q RELIABLE REL-BFG-300 CPVC GENERAL NOTES 5'_6" O -- BUTTERFLY VA W/ TAMPER CONTRACTWIT": 1. PIPE AND FITTING TYPES ARE TO BE CPVC UNLESS NOTED OTHERWISE ON THE PLAN. i•�-t LMC CONSTRUCTION T" arc PPE HEAD� ALL THREADED PIPE TO BE SCH. 40 WITH BLACK CAST IRON FITTINGS. UAO 4 (WIRING BY OTHERS) CPMD P T,,_„� 19200 SW TETON AVE. �f ALL WELDED PIPE TO BE FIREFLOW WITH STANDARD PAINTED GROOVE COUPLINGS/FITTINGS. TUALATIN, OR 97062 SINGLE FASTENER DOUBLE FASTENER ALL CPVC PIPING TO BE 1• CPVC, UNLESS NOTED OTHERWISE. w CPVC PIPE STRAP CPVC PIPE STRAP 2. TENTING OF INSULATION OVER WET PIPING RUN ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSSES 21/2 POTTER ROEMER PROJ MGR: AARON MAGUIRE 0 503.646.0521 NEX NE-AD SOUR TO BE DONE BY OTHERS. 3'-6 MOD 4065 GRV HOSE VA TIEK RG"EA"Sa 3. BACKFLOW DEVICE AND FIRE DEPARTMENT CONNECTION TO BE PROVIDED BY OTHERS ON UNDERGROUND. RUM- PROJECT NAME: 4. HANGER/VERTICAL LIFT RESTRAINT TO BE WITHIN 6" OF A SPRINKLER HEAD DROP. aj,p4 TYPICAL (ORIENTATION R E D ROCK CREEK COMMONS • 5. THREADED HANGER RODS ARE TO BE POSITIONED TO 1/16" ABOVE TOP OF CPVC PIPE. MAY VARY OPc pLE FASTENER NO BLOCK 6. MINIMUM SPACING BETWEEN HEADS IS 8'-0" UNLESS NOTED OTHERWISE. 11090 SW 68TH PARKWAY SIDE MOUNT STS CPVC PIPE STRAP TIGARD, OR 97223 7, ALL PIPING IN EXTERIOR WALLS TO HAVE INSULATION PLACED BETWEEN THE PIPE AND EXTERIOR FLOOR CONTROL VALVE SIZE PORTION OF BUILDING. MAX HUNGER SPACING. 8. ALL AREAS WITH SPRINKLER PIPE TO BE MAINTAINED AT 49F MINIMUM. 11/2" ON FOURTH FLOOR FOR CPVC ONLY 1 /4" ON ALL OTHER FLOORS SUPER: 0 PHONE 6-0 9.CPVC HANGER DETAIL ALL FIRE CAULKING BY PATRIOT 1 1 Vi- 8'-6" NTS 144"- T-0 FLOOR CONTROL VALVE NTS CCB 1#P770822 �+ ATRIOT WWW_PATRIOTFRE.COM FIRE PROTECTION 4708 NE MINNEHAHA STREET TEL: (360) 699-4403 VANCOUVER, WA 98661-1843 FAX: (360) 699-4485 DESIGNER JAKE TRENDA SHEET JOB ENO. 08/19/20-1451 Z 19 Z OF 4 FP - 3 HANGER LEGEND A I 'I HOOK B COACH SCREW ROD D BM. CLAMP W "STRAP III 4 6 7 9 11 E EYELET II F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT UNITS ROD&RING w EZD650-1 AA 406 U TRAPEZE TYPE 4 V s W (303) 1w 1V4 X CY L HYDRAULIC REMOTE AREA: 1 ATTIC Z THIS AREA HAS BEEN HYDRAULICALLY CALCULATED FITTING LEGEND 1 a TO DELIVER A DENSITY OF: .10 GPM/SQ.FT. OVER 7 P PIPE-O-LET SPRINKLERS - DEMAND 260.2 GPM 0 79.1 PSI AT BOIS F PLAIN END FIT FITTING PFP FILE 131-1451-Area 1: ATTIC.SDF o 0 SN GROOVED SHAPED NIPPLE Hydraulically Calculated System TSN THREADED SHAPED NIPPLE j �) - - � -- _ -- ADN ADJUSTABLE DROP NIPPLE - \ --- STIR Remote Area # I 2 - WAY EARTHQUAKE BRACE B STOR S This system as shown on 1d eNOP DRAYANGS I S '� 'L FP-4 06 19 2019 -{-^ d - WAY EARTHQUAKE BRACE UNIT 1 UNf� eF U� 1I an ntE SEK 0 05 ,a< RED Raac GREEK caMMaNs STRUCTURE TO CENTER at E IN 6 12 contract R TYPE 1 TYPE 1 TYPE 1 xe designed to discharge at a rate ofo.10 1 1 gs� LINE OF PPINCHES SPRINKLER LEGEND 4 6 --- �- (L/min per sq H(m2)of floor area over o minimum area of ft m2 when supplied N SIZES v o r IT _ EQUIP, -' with water at the rale of �O.2 gpm (L/min) ORIFICE AND TYPEW m t ROOM k go ' at 88 7 l bam at the bow of the rise F s 7 f Q• 1/2 07 '' _- , 18 Hoff s ream albwonce at 100 9 (L/min) N2 16 8 16 2 SPRAY O • f. - ' - - - • 3 4 TY 1 3 7 --_^. �� ,-� h included in the above. 3 17 ❑ ❑ Occupancy clossi6nFxm LIGHT HAZARD 4 32 SPRAY a ■ ,. Commodity classification N/A w Maximum sto a Irei ht N A 2 8 16 2 SIDEWALL \01 IIIInstalled btelly PATRIOT FIRE PROTECTION ® � ;. 8 8' -2 1/4" �'ry 19 I GPa Ci - 20 O t" Y DRY TYPE UNI 1 iOLMSTATE CERTIFICATION �TEMPR'TIING = 6d dS 408 65 TYPE 3 10PR 212RA uc ( a ORIDQR ° "; /2• 4 ,. 2t EDE AREA HAS BEEN HYDRAULICALLY CALCULATED O 0 `c�C a F a< 1 ® 1/2' LIVER A DENSITY OF: .10 GPM/SQ.FT. OVER (5 V GINE 'Di1iy 266 0 SPRINKLERS Hydraulically Calculated System W 13- 96P _ � S50 1 1" ELEV BIKE C DEMAND 111.0 GPM 0 59.0 PSI AT BOR Remote Area # F3 � 500' /2" 1/2" ROOM ® P FILE 131-1451-Area 3: L4 COORIDOR.SDF PHV SHOP DRAI*NGS ms system as shorn an D GON APPROVAL REQUIRED i 421 _ a, nt� FP-4 dated OB 19 2019 0,9 sb 16 ,ggO��TI CITY OF TIGARD C RED ROCK CREEK COMMONS �0 J. GES`' OWNER / ARCHITECT a A - - - for at a Caam� contract WI is designed to discharge at a rate of 0.10 wo rOPIRES:06,L3 711 402 404 (L/min per sq R(m2)of floor area over o minimum area of H mT Then supplied I�Ir'I LAU TYPE 1 TYPE6 4� It SYM MANUF MODEL SPRINKTYPR THREAD DUREDE HEAD ESCUTCH TEMP OTY LJLJ with.ater a the me ar 111.0 at Ed bors at the be of the rise SIZE SIZE FINISH FINISH Hose stream allowance of I 100 Igpm(L/mn) 0 REIJIWWE FlFR56 (RIII COLIC. PEND W 5.6K *IDE *NTE 155 5 - -- - - - is included in the alwve. * MIA&E F1RESO (83516) CM PDD 14 4.9K W11TE WHITE 155 96 - JANITO I Occupancy classification LIGHT HAZARD {e} RETmE KFR-0 SSI( W 5.6K BRZ - 212 72 _ r-T 412Commodity clossficofion N A Maximum storage height N A e UNIT Installed by PATRIOT FIRE PROTECTION UNI - -- 0 0 IIt 410 401 I -1 C R TYPE TYPE 1 4 8 TOTAL 173 F - QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE UNI GENERAL NOTES - 41 1 - - I. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. TYP 1JA 1 SOWN THUSLY 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPTRISERS AND DIMENSIONS CH ARE END TO END. a - 1 3. EARTHQUAKE BRACING SHALL BE(PROVIDED N ACCORDANCE WITH NEPA PAMPHLET NO. 13, APPUCABtE EDITION 4. PIPE RANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED !WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED)TO BE PROVIDED BY OTHERS 9. PAAII,NTING OF PIPE or EQUIPMENT(IF REQUIRED) TO BE PROVIDED OTHERS Fr _ UNIT 10. FURRING O�PEE RS& EQUIPMENT (IF REQUIRED)TO BE PROVIDED BY 412 TYPE - LL DESIGN CRITERIA F_ 141 1. CITY OF TIGARD O - 2. INSTALL A NEW FIRE SPRINKLER SYSTEM do STANDPIPE IN A NEW BUILDING 44 9 - 25 24 3. INSTALLATION PER NEPA 13 2016 EDRION 4. ALL ELECTRICAL, MONITORING, UNDERGROUND PIPING BY OTHERS PER CODE 5. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FLOORS 6. FOUR STORY: SCOPE OF WORK 32 203 SQ.FT. 7. OCCUPANCY: R-2, OFFICE - LIGHT HAZARD 0.10/1500 SO. Fr. UN I D - - - - S. DWELLING UNITS 0.10/4 SPRINKLERS 41 - T TYPE 7 _B - -�__ 27 O_ J FP-, NEPA 13 VERSION DESIGNED PER NFPA 13 (2016) & NFPA 14 (2016) 1 2 3 5 8 10 11 PIPE NOTES - ALL CPVC PIPING TO BE 1' UNLESS NOTED OTHERWISE LEVEL 4 PLAN taw=r-o' REVISIONS NO DATE BY DESCRIPTION FC 1 0 RELIABLE MODEL CR RISER MANIFOLD W/ TEST & DRAIN (4.9K) WITH PRESSURE RELIEF VALVE CPVC HANGERS SATISFY SEISMIC REQUIREMENTS PER NFPA 9.3.5.5. 11 ff (2) RELIABLE G SERIES GROOVED SWING CHECK VA CPVC GENERAL NOTES RELIABLE REL-BFG-300 CON TRACT WITH: dD 1. PIPE AND FITTING TYPES ARE TO BE CPVC UNLESS NOTED OTHERWISE ON THE PLAN. 5-O ` BUTTERFLY VA W/ TAMPER LMC CONSTRUCTION TEL HEAD SlT vPE / ALL THREADED PIPE TO BE SCH. 40 WITH BLACK CAST IRON FITTINGS. SUBRDOR-t TAPPING SKEW D CP1° PPE n II ALL WELDED PIPE TO BE FlREFLOW WITH STANDARD PAINTED GROOVE COUPLINGS/FITTINGS. 0�'O 4 (WIRING BY OTHERS) 19200 N, R 97 AVE. FER ALL CPVC PIPING TO BE 1" CPVC, UNLESS NOTED OTHERWISE. TUALATIN, OR 97062 SINGLE PIPE STRAP CPVC PIPE STRAP 2. TENTING OF INSULATION OVER WET PIPING RUN ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSSES PROJ MGR: AARON MAGUIRE ® 503.646.0521 Hoc HEAD S11F TO BE DONE BY OTHERS. 21/2" POTTER ROEMER TAPPING SCII 3. BACKFLOW DEVICE AND FIRE DEPARTMENT CONNECTION TO BE PROVIDED BY OTHERS ON UNDERGROUND. 3'-6MOD 4065 GRV HOSE VA PROJECT NAME: • n� : 4. HANGER/VERTICAL LIFT RESTRAINT TO BE WITHIN 6' OF A SPRINKLER HEAD DROP. ( R E D ROCK CREEK COMMONS 5. THREADED CPVC pp( ILE FASTENER NO BLOCK 6. MINIMUM SP CINGRBRETWEEN ODS HEADSBS 8'-0" UNLESS NOTED OTHERWISE.ARE TO E POSITIONED TO 1116- ABOVE TOPOF CPVC PIPE. UX0 TYPICAL ORIENTATION 11090 SW 68TH PARKWAY SIDE MOUNT CPVC PIPE STRAP 7• ALL PIPING IN EXTERIOR WALLS TO HAVE INSULATION PLACED BETWEEN THE PIPE AND EXTERIOR MAY VARYTIGARD, OR 97223 CPVC PIPE STRAP POR11ON OF BUILDING. FLOOR CONTROL VALVE SIZE MAX HANGER SPACING: 8. ALL AREAS WITH SPRINKLER PIPE TO BE MAINTAINED AT 49F MINIMUM. FOCP%C ONLY R 'C 9. ALL FIRE CAULKING BY PATRIOT 11/2" ON FOURTH FLOOR SUPER: 0 PHONE 1• - 61 CPVC HANGER DETAIL 1V47- 6'-6 11/4" ON ALL OTHER FLOORS 14Y- T-V NTS PATRIFP099CF ATRIOT CCB " '°622 FLOOR CONTROL VALVE METRO # 2503 NTS WWW.PATRIOTFIRE.COM FIRE PROTECTION 4708 NE MINNEHAHA STREET TEL: (360) 699-4403 VANCOUVER, WA 98661-1843 FAX: (360) 699-4485 DESIGNER JAKE TRENDA I SHEET DATOB ENO. 08/19/20-145119 4 OF 4 e