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HomeMy WebLinkAboutEarl Lincoln Office - COM Plot / Site Plans - 1/17/2006 GENERAL LEGEND S39 MAx(PiPE sI�E SW 4g-25-380 (-%%-2Yz") "x1 W' WASHER B 1 EARTHQUAKE BRACING FOC FACE OF CONCRETE -TJI SERIES SOLID WEB 4 MAX PIPE SIZE TRUSS - f / 7 PIPE HANGER AFF ABOVE FINISHED FLOOR STRUT PIPE STRAP CH CEILING HEIGHT S 3" MAX(PIPE SIZE / " SCHED 40 \TOLCO FIG. 980 ---� GROOVED CAP R.C. REDUCING COUPLING 4'a° ATR SW�25X 380E(-%% 2Yz") --t- RIGID COUPLING ( UNLESS NOTED ) oc, OUTLET COUPLING 4 MAX PIPE SIZE SAMMY SCREW �Yz"x3" LAG SCREW TOLC FIG. 98 � " ATR W/ WASHER ��. CAP WELDED OUTLET I LAG SCREW INSIDE SAMMY SCREW �� TOLCO FIG. 980 �1�000 -4 PLUG F 'FIT" FITTING " " 4'e' ATR 9 CENTERLINE E/C END TO CENTER K MAX FOR FLANGES < 2" .WIDE POWER STRUT PS200 S / POWER STRUT PS200 `1" SCHED 40 T O HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER ° ALL THREAD ROD BOD CENTERLINE PIPE TO BOTTOM OF DECK C E CENTER TO END \%" ATR Y / ADJUSTABLE RING HANGER � NUT & WASHER TOLCO FBOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE TRUSS 2'-0'v`C. I "-l" SCHED 40 BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO -GT") \ TOLCO FlG. 1000 OLCO FIG. 907 ADJUSTABLE RING HANGER `*--ADJUSTABLE RING HANGER FOS FACE OF STUD TxF THREAD/"FIT" (ALSO °FxT") ADJUST BLE RING HANGER rrAx FOW FACE OF WALL ATR ALL-THREAD ROD SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW SAMMY SCREW ROD AND RING STRUT, STRUT STRAP, AND LAG BOLTS POWER STRUT TRAPEZE HANGER IJI CONSIRUCfION WOOD CONSTRUCTION WOOD CONSTRUCTION WOOOD CONSTRUCTION LATERAL EARTHQUAKE BRACE LATERAL / LONGITUDAL EARTHQUAKE BRACE SCHEDULE 40 (ASTM A-135/ A-795) Ell NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE ALARM BELLS r OUTSIDE WALL � � N ® OUTSIDE WALL 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 X x ALARM BELL 1Y4 1.660 422 1.380 35.1 .140 3.6 2.93 .078 1% 1.900 48.3 1.610 40.9 .145 3.7 3.61 .106 2 2.375 60.3 2.067 52.5 .154 3.9 5.13 .174 85 2h 2.875 73.0 2.469 62.7 .203 5.2 7.86 .248 85 3 3.500 88.9 3.068 77.9 .216 5.5 10.82 .383 3Yz 4.000 101.6 3.548 90.1 .226 5.7 13.48 .513 W 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 660 6 l 86 86 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 1 SYSTEM V z 6 6.625 168.3 6.065 154.1 .280 7.1 31.69 1.501 • 9 CAP 8 8.625 219.1 7.981 202.7 .322 8.2 47.70 2.66 J cn AIR COMPRESSOR 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 � o N COMPRESSOR " 12 12.750 323.9 11.938 303.2 .406 10.3 97.56 5.815 4- N CD 2 CLEARANCE DYNA-FLOW (ASTM A-795) �- Bs 2' CLEARANCE S-2 NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT 4" TO FDC RELIABLE MDL 'D' DRY VALVE PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE Wf BASIC GALVINIZED TRIM BASIC GALVINIZED TRIM 4" RELIABLE MDL 'D' DRY VALVE 89 6° UG SUPPLY Q P-1 / W BASIC GALVINIZED TRIM 1 1.315 33.4 1.191 30.3 .062 1.6 1.31 .056 4 RELIABLE MDL 'D' DRY VA L 2Yz" CENTRAL RISER ANI X. COUP. W 1 Y4 1.660 422 1.536 39.0 .062 1.6 1.87 .097 X C NC. REDUCER } 1 Yz 1.900 48.3 1.728 43.9 086 2.2 2.71 .125 F 21ft BUTTER Y A N 4' UTTERFLY VALVE 4" BUTTERFLY A ISTAND LKI S MDL '350ADABGVIC' 2 2375 60.3 2203 56.0 .086 22 3.79 .202 4° BUTTERFLY VALVE " C BA FLOW PREVENTER 2Yz 2.875 73.0 2.703 68.7 .086 2.2 5.10 .304 2Yz AWAY D C CKFLOW PREVENTER a 3 3.500 88.9 3.314 84.2 .093 24 7.18 .455 I o 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 .764 4° CHECK VAL 5 Of 4 WI INS MDL 350ADABGVIC P_ 8 I 87 kf IPE STAND R-3 R-3 PIPE STA D -3 I O 0 0 PISEPn C /� DETAIL LOOKING NORTH PISEP DETAIL LOOKING EAST PISEP DETAIL LOOKING WE T S SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0' SCALE: 3/8" = 1'-0" 0 I' 2' 4' 0 1' 2' 4' 0 1' 2' 4' GENERAL NOTES SECTION A FH v -v -v SPRINKLER SYSTEM DESIGN PER NFP.A. u13 2002 ED. ALL MATERIALS SHALL BE U.L LISTED OR F.M. APPROVED FOR FIRE PROTECTION SCALE: 1/8' = 1'-0' FIRE SPRINKELER SYSTEM TO BE INSTAIIJED, BRACED AND TESTED IN ACCORDANCE WITH NFP.A. 143 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL REQUIREMENTS SHALL COMPLY WITH N.F.P.A. #13, CIA 16 2002 ED. = IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSBLITY TO PROVIDE HEAT w w 0 I THROUGHOUT THE WET PIPE SPRINIC-ER SYSTEM AREAS AND N ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONT20LING WATER SUPPLIES TO SPRNKL. Q SYSTEMS I FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO UL UL ILL U.- at oc u IV S I ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF S P I N K L I�S o ui 3: Lu ALL ELECTRICAL, PAINTING OF PIPE/ PPE IDENTIFICATION, FURRING, CUTTING OR PATCHING TO BE BY OTHERS a- p SPRINKLER HEADS ARE NOT NECESSARLY LOCATED IN CENTER PONT OR QUARTER POINT OF CEILING TLE J :D I FH PPE DIMENSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRAULIC CALCULATIONS SYM DESCRPTION SIN TEMP QTY QTY QTY QTY BUILDING IS LIGHT HAZARD OCCUPANCY CLASS N ALL AREAS AND OR ROOMS UNLESS OTHERWISE NOTED DRY SYSTEM REMOTE AREA INCREASED 30% FOR DRY SYTEM AND AN ADDITIONAL 30% FOR SLOPE ♦ RELIABLE MODEL 'F3QR' OR CHROME DRY PENDENT I" PT 5.6K R5714 200 - -- 5 7 ' WET SYSTEM REMOTE AREAS REDUCED 40� FOR QUICK RESPONSE SPRNKL.HRS AND CEILING HEIGI-IT LESS THAN IOFT I Q TYCO MODEL 'Ty-FRB' OR BRASS UPRIGHT I/2'NPT 5.6K TY3131 200 - -- 4 45 THREADABLE PIPE I' - 2' PIPING TO BE 'SCHED 40' GROOVED PIPE r - 4' TO BE 'DYNAFLO' ' THRUSTBLOCK • TYCO MODEL. 'TY-FRB' QR CHROME PENDENT V2'NPT 5.6K TY3231 155 33 29 NEW TAP 6" UG DI �_� -V -„ _-Y _-V -� -� rr a V�--V --y �V �V n V �V --V -V _�.V V V V 8 RUSTBLOCKT PIV \ 4 UG DI ' \4"21/2"21h" FIRE MIN 3 FT BURY O L K�-IT av ur T� 33 29 9 52 .� TOTAL: 123 CONNEC�IONT O u�IZK�-IT ory r sTL�e-uP � � � Q • PBVDEw ON r DROP r � HYDRAULIC CALCULATIONS HYDRAULIC FOR FOR HYDRAULIC CALCULATIONS O L�I�r ON r STUB-UP::PeNDavT oN r mop-saner FgTTM oO EARL LINCOLN OFFICE BLDG EARL LINCOLN OFFICE BLDG FOR HWY LN OFFICE BLDG ULl I BELFAII� WA BELFAIf�WA EARL LINCOBELFAIIT WA FLOW TEST: CONTRACT w NO.: 05-362 CONTRACT NO.: 05-362 CONTRACT NO.: 05-362 TAX PARCEL #: 123294390173 104 PSI STATIC DESIGN DESIGN DESIGN 85 PSI RESIDUAL REMOTE AREA: il ATTIC SPACE (DRY) REMOTE AREA: 12 UPPER FLOOR (WET) REMOTE AREA: #3 LOWER FLOOR (WET) OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY CLASSIFICATION: LIGHT HAZARD FIRE PROTECTION PLAN FLOWING 1112 GPM - COMMODITY CLASSIFICATION: COMMODITY CLASSIFICATION: COMMODITY CLASSIFICATION: MAXIMUM STORAGE HEIGHT: MAXIMUM STORAGE HEIGHT: MAXIMUM STORAGE HEIGHT: DENSITY: 10 GPM SQFT DENSITY: 10 GPM/SQFT DENSITY: 10 GPM/SQFT BY MASON COUNTY FM 0I-17 06 AREA OF APPLICATION: 2535 SQFT AREA OF APPLICATION: 900 SQFT AREA OF APPLICATION: 900 SQFT FOR COVERAGE PER SPRINKLER: 34 SQFT COVERAGE PER SPRINKLER: 225 SQFT COVERAGE PER SPRINKLER: 225 SQFT EARL L I N C O L N OFFICE I N0. OF SPRINKLERS CALCULATED: 34 N0. OF SPRINKLERS CALCULATED: 9 N0. OF SPRINKLERS CALCULATED: 11 ' TOTAL INSIDE HOSE STREAM: -- GPM TOTAL INSIDE HOSE STREAM: -- GPM TOTAL INSIDE HOSE STREAM: GPM PRESSURE DEMAND 0 B.O.R.. 52 PSI PRESSURE DEMAND 0 B.O.R.: 49 PSI PRESSURE DEMAND 0 B.O.R.: 42 PSI FLOW DEMAND 0 B.O.R.: 655 GPM FLOW DEMAND @ B.O.R.: 148 GPM FLOW DEMAND 0 B.O.R.: 182 GPM OUTSIDE HOSE STREAM: 100 GPM OUTSIDE HOSE STREAM: 100 GPM OUTSIDE HOSE STREAM: 100 GPM 23552 NE STATE ROUTE 3 TOTAL FLOW REQUIRED ®SOURCE: 755 GPM TOTAL FLOW REQUIRED @ SOURCE 248 GPM TOTAL FLOW REQUIRED ® SOURCE: 282 GPM SITE PLAN NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. BELFAIR WA NAME OF DESIGNER: ADAM COLE NAME OF DESIGNER: ADAM COLE NAME OF DESIGNER: ADAM COLE ADDRESS: PO BOX 594 ADDRESS: PO BOX 594 ADDRESS: PO BOX 594 FIRE PREVENTION , INC. PORT ORCHARD WA 98366 PORT ORCHARD WA 98366 PORT ORCHARD WA 98366 SCALE I" = 30' AUTHORITY HAVING JURISDICTION: MASON COUNTY AUTHORITY HAVING JURISDICTION: MASON COUNTY AUTHORITY HAVING JURISDICTION: MASON COUNTY P.O. BOX 594 PORT ORCHARD JOB NO. 05-362 DRAWN BY ABC , WA. 98366 REV. DATE 01/17/06 SCALE NOTED DWG NO. 1 OF 2 SWQ-20 (Y4"x-2' 3' MAX PIPE SIZE , " GENERAL LEGEND SWg-25-380 (4 a x-2��Z") TRuss /lh xl lh THROUGH B0� 4 MAX PIPE SIZE W WASHER --TJI SERIES SOLID WEB � / STRUT PIPE STRAP EARTHQUAKE BRACING FOC FACE OF CONCRETE - SWG-20 (Y4"x-2" IOLCO FIG. 980 -T- PIPE HANGER AFF ABOVE FINISHED FLOOR 3" MAX PIPE QE , _ CH CEILING HEIGHT ATR S4 MAX P8PE(SIZE 2Yi") SAMMY SCREW W/ WASHER 1" SCHED 40 \ �Yz"x3" LAG SCREW TOLC FlG. �98 -� GROOVED CAP R.C. REDUCING COUPLING - „ ATR O\RIGID COUPLING ( UNLESS NOTED ) oc, OUTLET COUPLING ® LAG SCREW INSIDE SAMMY SCREW o TOLCO FIG. 980 sr� -fl CAP y� WELDED OUTLET Yz" MAX FOR FLANGES > 2' WIDE) " ATR POWER STRUT PS200 4. PLUG F "FlT" FITTING Y4" MAX FOR FLANGES Z 2' WID " .� .a 1 SCHED 40 CENTERLINE ---3A ALL THREAD ROD POWER STRUT PS200 \ " E/C END TO CENTER ��'a" ATR " TOLCO FIG. 1000 X HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER ADJUSTABLE RING HANGER � NUT & WASHER BOD CENTERLINE PIPE TO BOTTOM OF DECK C/E CENTER TO END \ TRUSS 2'-O"-T5 C. � " BOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE © /FIG. 1 SCHED 40 ADJUSTABLE RING HANGER ® TOLC 1000 3• TOLCO FIG. 907 BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO GT') ADJUST BLE RING HANGER ADJUSTABLE RING HANGER uAx FOS FACE OF STUD TxF THREAD/"FIT" (ALSO "FxT") SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW SAMMY SCREW ROD AND RING STRUT, STRUT STRAP, AND LAG BOLTS POWER STRUT TRAPEZE HANGER LATERAL EARTHQUAKE BRACE LATERAL LONGITUDAL EARTHQUAKE BRACE FOW FACE OF WALL ATR ALL-THREAD ROD - - 1 Y4- T - 0 aD 1 Y{ OFFICE OFFICE 0 1-2 '` N 1-21,4- A OFFICE OFFICE 0 Q Q v 5 1� 1Y4 J N 1Y{ 1 12 z 0 �1 1 1 11 6 1 - 9-4 -4 2- 9- - J `=='3-4 1-� 0 4 4 2-4A 1 `L 10-6 10-6 t 13-11Yi ® -t0 2 ¢ '-4y" .� WAITING ��a N WAITING '�� OFFICE '�� i' OFFICE OFFICE o - � OFFICE T '� '`� T .��"+ I .��1•+ yak+ 1 Y4 N `�' _1 N `O ,.� FF ICE w - '�+ OFFICE 0' O ao 1 Y4 1 Y4 79 _ �; '' Co 5 � O ? JQO Q / 0 ' -8 81 �� 55 1 -1 156 1 V4 57 1 Y4 JY4 1 Y4 ® 47 11-10 2 ® 1-10 49 ® - 1 16 ? 1 37 1 � ®1 { 17 N 73 ��+21 10-6 9-2 7-10 7-1 O O (2x4-6SCHED40 g-4 1Yz 0 1 -{ 42 8 � 1Y4 �•�+ 10-7 .�+1-1 5 7-10Yi 16 7-10Yz 18 4 19 5-91'i 5-10Yi 20 OFFICE OFFICE 14 o M W N j 1�vi =i 2 2 QI 1-91 O c llfi 1'-0" 1Y4 0 c 1 1V4 4 I lY4 1Y4 -� j lY4 52 lY4 53 lY{ 54 1Y4 N '-0)/� \ 1-4 0 m `O -0" 3-10 7-10 9-10 7-9Yz 80 ' 1-9Sfi Q 0 10-6 - 60 9-2 61 7-10 ' 8-6 63 0-8 _4n OFFICE 1 � N (2x4-6SCHED40 11rp OFFICE _ 6, _Oy' I ! N N N �� N 1 N ® 7 - \' 38 28 GJ 22 ® 1 23 (2x4 6SCHED40 43 59 O + `l� 50 00 1Y4 p TJQ ® STOR WORK AREA 0" 7-10Y2 -1014 74 34 N I ®a o 2'-6y.. 114 24 N m 66 67 I N 9-4 BOB - m" - - � rn I I N "' OFFICE a o 1Y4O 1Y4 O lV4 { � 9-0 CH N I I OFFICE �c ® WORK AREA -3Yz � I- I o OFFICE kl?+ 2'-7 Dc o Q- 7-10 17-21�i 1-lllfi ` 3; 0" ® �" ® 27 OFFICE O I "' 16' 29 1 1Y4 1 1 Y4 ,;� GONE - 1 y{ 1 Y4 83 OFFICE N - 5TOR 75 35 `� 64 10-6 fi5 5-2 _g _61Y4 N o ®� (2x4-6SCHED40 N 25 7-101'i 26 5-101� IV OFFICE OO � 1 Y4 1Y4 1 Y4 1 Y4 1 Y{ '� ` 1 Y4 1 Y4 1 Y{ _ � SERV - o ® (2��S 3-10 - 7-10 9-10 ® 7-9% 71 - -4 ® ^ R JQ 1 JQ `° aw • o ri 1 - 3-10 7-10 2 8-2Yz I -7 KIT S RESEP/WAIT JQ *31i J RE5EP/WAIT 1-2 � 1A 1 X J ON �, 40 KIT 1Yz I }�� KIT 45 I WORK ROOM l Y{ _g GiO 5-2 �3 i I Q 1Y4 3-1 STOR co N i ® 1Y4 0PY (2x4-6 1m40) 1 61 70 1 30 11� 1y� ® 32 914 3 CHED40) 2-6 6-6 ,o C-1 1 4 1 Y4 1 Y4 4 �+��, Hz o 1 Y -10 2-4 �1 1-9 0 7-101� 0 7 1 Yi 'I -4 G I I N M 1 2�c 2 2 `� 3-10 13-1Or 1-4 8-4 N -9Y4 _ 41 31 N 2x -11 4 'O KIT OJ 1-4 9-0 -3- - o® i KI 11h - 2 - 2 C-1 8 o -5 N ;0' Q ," '9 I a �' I-! 2 m c i Y4 2 - - - ® _ _ 4-1 1 1 Y{ I 1 .,� COPY IS 1 V4 1 1 3-0 -1 7-1 4 � co 3-11 ; M1 + m 8' 6 2-0 4,y/a I DRY MAIN¢ 1'-O' BOJ n m 1-4 7 O1fi lY4 -1 rn lY4 c,jI 2 T0wFV 6•_RpJT 57x137 618 57xw 6L5 - I N N i ��^"L - LCREGEP/WAIT � -91fi - REGEP/WAIT H m eoro nUSE W/W.SG2 SASE I T EQUIP in x WET SYSTEM IN ATTIC -81�' ABOVE BOJ I x I 1 1Y4 jy� DRY MAIN IN ATTIC 1-51ri' ABOVE BOT n M1 0 1 3-10 1 1 5-10Yi 1Y2 -gyp DRY BRANCHLINE¢ IN ATTIC -8' BOT _ 5?x137 6LB 0 f 7- -1 LOWED FLOOD PIPING PLAN UPPED FLOOP WET PIPING PLAN SPA ATTIC � C DPY PIPING PLAN SCALE: 1/8' = 1'-0' SCALE: V8' = 1'-0' SCALE: 1/8' = 1'-0" L j 1=w oc a � 11 � O 4' 8' 16' O 4' 8' 16' 3: 0 00 4' 8' 16' cm w ILL w LL SPQINKLEQS 3 6- u n_ o ? o SYM DESCRIPTION SIN TEMP QTY QTY CITY QTY ♦ RELIABLE MODEL 7=30R' QR CHROME DRY PENDENT I'NPT 5.6K R5714 200 -- -- 5 7 SCHEDULE 40 (ASTM A-135/ A-795) O TYCO MODEL 'TY-FRB' OR BRASS UPRIGHT 1/27NPT 5.6K TY3131 200 - -- 4 45 NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/Fr H2O GAL/FT • TYCO MODEL 'TY-FRB' QR CHROME PENDENT V2'NPT 5.6K TY3231 155 33 29 PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE - - 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 1 A 1.660 42.2 1.380 35.1 .140 3.6 2.93 .078 O LPRIG 4T ON V2 TEE 33 29 9 52 W Inc. 2 1.975 60.3 1.610 52.5 .154 3.9 3.61 .174 QQ IPRIGHT ON r STIs{p c.�m e A TOTAL 123 2 2375 60.3 2067 52.5 .154 3.9 5.13 .174 Po 21� 2.875 73.0 2.469 62.7 .203 5.2 7.86 .248 �' 9�° &ad o r 3 3.500 88.9 3.068 77.9 .216 5.5 10.82 .383 r�� 3h 4.000 101.6 3.548 90.1 .226 5.7 13.48 .513 PENDENT ON r DROP A 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 660 g,Cole 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 Q LPRIGI4T ON r STUB-P E PEIA)ENT ON r DROP-SAME FITTING 6 6.625 168.3 6.065 154.1 .280 7.1 31.69 1.501 b 8 8.625 219.1 7.981 202-7 .322 8.2 47.70 2-66 GENERAL NOTES 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 �p 12 12750 323.9 11.938 303.2 .406 10.3 97.56 5.815 SPRINKLER SYSTEM DESIGN PER N.FP.A. tt13 2002 ED. ALL MATERIALS SHALL BE UL LIST® OR F.M. APPROVED FOR FIRE PROTECTION TAX PARCEL #: 123294390173 FIRE SPRINICER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.FP.A. #13 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL REQUIREMENTS SHALL COMPLY WITH N.F.P.A. tt13, CH. 16 2002 ED. DYNA-FLOW (ASTM A-795) IN LOCALJTES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBLITY TO PROVIDE HEAT FIRE PROTECTION PLAN TP2000HOUT THE WET PPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND NOMINAL OUTSIDE DIA. INSIDE DIA WALL THICKNESS LBS/FT H2O GAL/Fr OTHER TYPES OF VALVES CONTROL) NG WATER SUPPLIES TO SPRINKLER SYSTEMS FOR PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABLITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF EARL L I N C O L N OFFICE 1 1.315 42.2 1.191 39.3 .062 1.6 1.31 .097 ALL ELECTRICAL, PAINTING OF PPE/ PPE IDENTIFICATION, FURRING, CUTTING OR PATCHING TO BE BY OTl-ERS 1 Y4 1.900 422 1.728 43.9 .086 1.6 1.71 .125 SPRNKLER HEADS ARE NOT NECESSARLY LOCATED N CENTER POINT OR QUARTER POINT OF CEILING TILE 2 1.375 60.3 1.723 56.0 .086 2.2 3.71 .202 23552 NE STATE ROUTE 3 2 Z875 73.3 2.203 68.7 .086 2.2 5.10 .304 PPE DIMENSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRAULIC CALCULATIONS 21'z 2875 73.0 2703 68.7 .086 2.2 5.10 .304 3 3.500 88.9 3.314 84.2 .093 24 7.18 .455 BUILDING IS LIGHT HAZARD OCCUPANCY CLASS N ALL AREAS AND OR ROOMS LRVL.ESS OTHERWISE NOTED 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 764 DRY SYSTEM REMOTE AREA NC12EASED 30% FOR DRY SYTEM AND AN ADDITIONAL 30% FOR SLOPE BELFAIR WA WET SYSTEM REMOTE AREAS REDUCED 40% FOR GLICK RESPONSE SPRINKLERS AND CEILNG HEIGHT LESS THAN IOFT FIRE PREVENTION , INC. THREADABLE PPE I' - 2' PIPING TO BE 'SCHED 40' GROOVED PIPE r - 4' TO BE 'DYNAFLO' JOB NO. 05-362 DRAWN BY ABC P.O. BOX 594 PORT ORCHARD, WA. 98366 REV. DATE 01/17/06 SCALE NOTED DWG NO. 2 OF 2 rd ® p APPROVED MASON O NTY FIRE AR.S AL DAT BY 2 SUBJECT tO FIELD INSPECTION ALL APPLICABL CODES SHALL APPLY. ERRORS AN41)io>R OMISSIONS ON PLANS ARE.SOLE R.E- SPUN.$18JUT1 OF OWNER/CONTRACTOR. CORREC- TION z wEUi_hRECJ FROM FIELD INSPECTION S+KLL BE, AT (WeNFR CONTRACTOR'S EXPENSE. T+RS AP— PROVAt ?-i)ES N01 GRANT TO ANY PERSON THE RIGHT IG vIL)LATE ANY CITY OR STATE LALWS. em CA'- -Iz. l l eJ -� J (Y\ I GENERAL LEGEND SW C-2o (�Y4°X-2"� 3 MAX PIPE SIZE SW 4�-25-380 (-%%-2'i") Yi"xl Y2" THROUGH B(4T FOC FACE OF CONCRETE 4 MAX PIPE SIZE TRUSS W/ WASHER � EARTHQUAKE BRACING -TJI SERIES SOLID WEB - �- PIPE HANGER AFF ABOVE FINISHED FLOOR 1 " " STRUT PIPE STRAP GROOVED CAP CH CEILING HEIGHT " SWG-20 (/4 E SIZE " �Y2"x3" TOLC /1 SCHED 40 3" MAX PIPE SIZE / ° �QLCD FIG. 980 RIGID COUPLING ( UNLESS NOTED ) R.C. REDUCING COUPLING �s ATR &ADJUST�BLE 4�-25-380 MAX PIPE SIZE ZYz ) " -SAMMY SCREW LAG SCREW Cf FIG. 98 & OUTLET COUPLING L-W ATR W/ WASHERD CAP -a PLUG WELDED OUTLET SAMMY SCREW I LAG SCREW INSIDE o� 3r. " " ATR TOLCO FIG. 980 s� F "FIT" FITTING Y2 MAX FOR FLANGES > 2 WI CENTERLINE E/C END TO CENTER A MAX FOR FLANGES Z 2° W ° A POWER STRUT PS200 6 ° `1" SCHED 40 POWER STRUT PS200 3A ALL THREAD ROD O HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER BOD CENTERLINE PIPE TO BOTTOM OF DECK C/E CENTER TO END NUT & WASHER �3A" ATR TOLCO FIG. LO ADJUSTABLE RING HANGER " � " BOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE \ TRUSS 2'- "iI.C. �l SCHED 40 BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO °GT") ® TOLCO FIG. 1000 �- TOLCO FIG. 907 FOS FACE OF STUD TxF THREAD/-FIT- (ALSO FxT") ADJUSTABLE RING HANGER RING HANGER \ MAX ADJUSTABLE RING HANGER FOW FACE OF WALL ATR ALL-THREAD ROD SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW SAMMY SCREW ROD AND RING STRUT, STRUT STRAP, AND LAG BOLTS POWER STRUT TRAPEZE HANGER LATERAL EARTHQUAKE BRACE LATERAL / LONGITUDAL EARTHQUAKE BRACE IJI CONSIRUCHON WOOD CONSTRUCTION 7MD CONSTRUCTION WOOOD CONSTRUCTION SCHEDULE 40 (ASTM A-135/ A-795) NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT PIPE SIZE IN. mm IN. mm IN. mm PLUS PIP ALARM BELLS X ALARM BELL OUTSIDE WALL 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 OUTSIDE WALL 1Y4 1.660 42.2 1.380 35.1 .140 3.6 2.93 .078 n ® 111 1.900 48.3 1.610 40.9 .145 3.7 3.61 .106 2 2.375 60.3 2.067 52.5 .154 3.9 5.13 .174 85 85 231 2.875 73.0 2.469 62.7 .203 5.2 7.86 .248 3 3.500 B8.9 3.068 77.9 .216 5.5 10.82 .383 3Yi 4.000 101.6 3.548 90.1 .226 5.7 13.48 .513 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 660 6 86 86 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 1 SYSTEM V 1 6 6.625 168.3 6.065 154.1 .280 7.1 31.69 1.501 r r 9 CAP 8 8.625 219.1 7.981 202.7 .322 8.2 47.70 2.66 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 AIR COMPRESSO 12 12.750 323.9 11.938 303.2 .406 10.3 97.56 5.815 1 �, N COMPRESSOR � �, 2" CLEARANCE DYNA-FLOW (ASTM A-795) cl 2° CLEARANCES 1 Ss '- S-2 NOMINAL OUTSIDE DIA INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT 4° TO FDC RELIABLE MDL 'D' DRY VALVE 4" RELIABLE MDL 'D' DRY VALVE 89 6" UG SUPPLY PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE Wf BASIC GALVINIZED TRIM -P-1 / BASIC GALVINIZED TRIM W/ BASIC GALVINIZED TRIM a 1 1.315 33.4 1.191 30.3 .062 1.6 1.31 .056 4 RELIABLE MDL 'D' DRY VAL Th" CENTRAL RISER ANI z X. COUP. 1 Y4 1.660 42.2 1.536 39.0 .062 1.6 1.87 .097 X " C NC. REDUCER 2 1.900 60.3 1.728 56.0 .086 22 2.71 .125 4 UTTERFLY VALVE LI<I S MDL '350ADABGVIC' r 2 2375 60.3 2203 56.0 .086 22 3.79 .202 4" BUTTERFLY VALVEcn 2Yz 2.875 73.0 2.703 68.7 .086 2.2 5.10 .304 g 21`!" BUTTER Y A N 4" BUTTERFLY A VE C BAC FLOW PREVENTERCkf 3 3.500 88.9 3.314 84.2 .093 2.4 7.18 .455 2Y2" AWAY a D C CKFLOW PREVENTER 1 N o 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 .764 4 WI INS MDL '350ADABGVIC' 1 4" CHECK VAL P- 8 I 87 87 70 - PISEPF 1 IPE STAND R-3 R-3PIPE STA D I E STAND R0 DETAIL LOOKING NORTH P I S E P DETAIL LOOKING EAST P I S E P DETAIL LOOKING WEST SCALE: 3/8' = 1'-0' SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0' O 1' 2' 4' O 1' 2' 4' O 1' 2' 4' GENERAL NOTES SECTION A s FH (:w-y -y -y SPRINKLER SYSTEM DESIGN PER N.FP.A. u13 2002 ED. ALL MATERIALS SHALL BE U.L LISTED OR FM. APPROVED FOR FIRE PROTECTION SCALE 1/8" = 1'-0" FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.FP.A. U13 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL REQUIREMENTS SHALL COMPLY WITH N.F.P.A. 43, CH. 16 2002 ED. IN LOCALITIES SUBJECT TO FREEING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT Lu Lu o 0 THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS LL FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ALL t>_ B LL ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE F IRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF w oc w Lu Lu ALL ELECTRICAL, PAINTING OF PIPE/ PPE IDENTIFICATION, FURRING, CUTTING OR PATCHING TO BE BY OTHERS S P W2 I N K L_E�S o ? o a_ ' SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER Q CENTER PONT ORUARTER POINT OF CEILING TILE FH PPE DIMENSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRAULIC CALCULATIONS SYM DESCRIPTION SIN TEMP CITY QTY QTY CITY BUILDING IS LIGHT HAZARD OCCUPANCY CLASS N ALL AREAS AND OR ROOMS UNLESS OTHERWISE NOTED DRY SYSTEM REMOTE AREA INCREASED 30% FOR DRY SYTEM AND AN ADDITIONAL 30% FOR SLOPE ♦ RELIABLE MODEL 'F3CIR' QR CHROME DRY PENDENT I'INPT 5.6K R5714 200 - -- 5 7 ' WET SYSTEM REMOTE AREAS REDUCED 40% FOR QUICK RESPONSE SPRINKLERS AND CEILING HEIGHT LESS THAN OFT 0 TYCO MODEL 'TY-FRB' OR BRASS UPRIGHT 1/2'NPT 5.6K TY3131 200 - -- 4 45 THREADABL.E PIPE I' - 2' PIPING TO BE 'SCHED 40' GROOVED PIPE r - 4' TO BE 'DYNAFLO' ' THRUSTBLOCK • TYCO MODEL 'TY-FRB' Q2 CHROME PENDENT V2'NPT 5.6K TY3231 155 33 29 NEW TAP 6n UG DI �_ _ _ y _ _ - - n n y�-y =w -:V �y �V �V --y �V �y y �y V y V �y n 8 RUSTBLOCK PIV �\4"21/2"2W 4 UG DI FIRE MIN 3 FT BURY O UPRIGHT av ur TEE 33 29 9 52 DEPARTMENT UPRIGHT ON I'S�-U � A�°a TOTAL: 123 CONNECTION PENDENT ON r DROPEs 10 ''"' °for�j�?, B.Co 9 coI le HYDRAULIC CALCULATIONS O uvGGw ON r sTua-uP PENDENT T ON r mop-SAwE ATTING s B 1 HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS FOR FOR FOR T 00 I EARL L1NCHWY OFFICE BLDG EARL LINCHO�W O3FFlCE BLDG EARL LINCOLN OFFICE BLDG ry llJ I BELFAIF WA BELFAIF�WA BELFAI(�WA � "'�. < i W FLOW TEST: CONTRACT NO.: 05-362 CONTRACT NO.: 05-362 CONTRACT NO.: 05-362 TAX PARCEL #: 123294390173 104 PSI STATIC DESIGN DESIGN DESIGN REMOTE AREA 11 ATTIC SPACE (DRY) REMOTE AREA: 2 UPPER FLOOR (WET) REMOTE AREA 13 LOWER FLOOR (WET) FIRE PROTECTION PLAN 85 PSI RESIDUAL OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY CLASSIFlCA1TON: LIGHT HAZARD FLOWING 1112 GPM - - COMMODITY CLASSIFICATION: __ COMMODITY CLASSIFICATION: __ COMMODITY CLASSIFICATION: MAXIMUM STORAGE HEIGHT. MAXIMUM STORAGE HEIGHT: MAXIMUM STORAGE HEIGHT: DENSITY: 10 GPM SQFT DENSITY: 10 GPM/SQFT DENSITY: 10 GPM/SQFT BY MASON COUNTY FM 011706 AREA OF APPLICATION. 2535 SQFT AREA OF APPLICATION: 900 SQFT AREA OF APPLICATION: 900 SQFT FOR ' COVERAGE PER SPRINKLER: 120 SQFT COVERAGE PER SPRINKLER: 225 SQFT COVERAGE PER SPRINKLER: 225 SQFT I N0, OF SPRINKLERS CALCULATED: 34 NO. OF SPRINKLERS CALCULATED: 9 NO. OF SPRINKLERS CALCULATED: 11 EARL L I N C O L N OFFICE TOTAL INSIDE HOSE STREAM: -- GPM TOTAL INSIDE HOSE STREAM: -- GPM TOTAL INSIDE HOSE STREAM: -- GPM ' PRESSURE DEMAND 0 B.O.R.: 52 PSI PRESSURE DEMAND ® B.O.R.: 49 PSI PRESSURE DEMAND ® B.O.R.: 42 PSI FLOW DEMAND @ B.O.R.: 655 GPM FLOW DEMAND @ B.O.R.: 148 GPM FLOW DEMAND ® B.O.R.: 182 GPM OUTSIDE HOSE STREAM: 100 GPM OUTSIDE HOSE STREAM: 100 GPM OUTSIDE HOSE STREAM: 100 GPM 23552 NE STATE ROUTE 3 TOTAL FLOW REQUIRED ® SOURCE: 755 GPM TOTAL FLOW REQUIRED ® SOURCE 248 GPM TOTAL FLOW REQUIRED ® SOURCE 282 GPM SITE PLAN NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. BELFAIR WA NAME DESIGNER: ADAM COLS NAME DESIGNER: ARAM COLS NAME DESIGNER: ADAM COLE FIRE PREVENTION INC. ADDRESS: PO BOX 594 ADDRESS' PO BOX 594 ADDRESS: PO BOX 594 PORT ORCHARD WA 98366 PORT ORCHARD WA 98366 PORT ORCHARD WA 98366 SCALE: 1" 30' AUTHORITY HAVING JURISDICTION: MASON COUNTY AUTHORITY HAVING JURISDICTION: MASON COUNTY AUTHORITY HAVING JURISDICTION: MASON COUNTY JOB N0. 05-362 DRAWN BY ABC P.O. BOX 594 PORT ORCHARD, WA. 98366 = REV. DATE 01/17/06 SCALE NOTED DWG NO. 1 OF 2 SWG-20 (%%-2') GENERAL LEGEND 3" MAX PIPE SIZE SWG-25-380 (�fa x-2Yi°) TRUSS °x1 W/WASHER B \ 4 MAX PIPE SIZE -TJI SERIES SOLID WEB EARTHQUAKE BRACING FOC FACE OF CONCRETE STRUT PIPE STRAP SWG-20 (Y4°x-2I / 1° SCHED 40 �OLCO FIG. 980 ,.` PIPE HANGER AFF ABOVE FINISHED FLOOR 3" MAX PIPE SI�E " ATR SW -25-380 % x-2Yi° Utz%3" LAG SCREW TOLCCI FlG. 98 � CH CEILING HEIGHT 4� MAX PIPE(SIZE ) SAMMY SCREW GROOVED CAP LAG SCREW INSIDE � R.C. REDUCING COUPLING ATR W/ WASHER ��. �- RIGID COUPLING ( UNLESS NOTED ) oc, OUTLET COUPLING D CAP SAMMY SCREW %" A� I` p,k� TOLCO FIG. 980 sr�, WELDED OUTLET 11: MAX FOR FLANGES > 2° WIDE POWER STRUT PS200 POWER STRUT PS200 " � PLUG Y4' MAX FOR FLANGES < 2° WIDE -� F "FIT' FITTING -fib" ALL THREAD ROD � 1 SCHED 40 CENTERLINE E/C END TO CENTER �ASHER HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER ADJUSTABLE RING H NUT & \ " ATR TOLCO FIG. 1000 E CENTER TO END/ BOD CENTERLINE PIPE TO BOTTOM OF DECK C ANGER � © TRUSS 2'-0"v.C. \1" SCHED 40 BOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE ® TOLCOI FIG. 1000 3` TOE FIG. 907 BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO °GT') ADJUSTABLE RING HANGER ADJUST BLE RING HANGER ""ADJUSTABLE MAX RING HANGER 1 FOS FACE OF STUD TxF THREAD/"FlT° (ALSO 'FxT') SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW SAMMY SCREW ROD AND RING STRUT, STRUT STRAP, AND LAG BOLTS POWER STRUT TRAPEZE HANGER LATERAL EARTHQUAKE BRACE Y LATERAL / LONGITUDAL EARTHQUAKE BRACE FOW FACE OF WALL ATR ALL-THREAD ROD I 1� 5 1Y4 ;Y��R I� OFFICE OFFICE 00 OFFICE ®7OFFICLE O .�LG�JJJ 1-2 '` , N r �J Q I Q Z .r 5O 1 1Y4 J N 1Y4 1 G 112 11 6 1 9-4 -4 - - J ' 1- & 0 �4 -4 2-4h 0 10-6 �, 10-6 �, = 13-111<i ® _� -10y - ® 6'-4y" WAITING +'`�� N WAITING + OFFICE +'�' o OFFICE N OFFICE GJ o o - �' OFFICE I ,�+� T _ 1 1 11 I 79 N �`�bFFIGE , OFFICE � �R I '�" �° ' 1Y4 N � 1 Y4 1Y4 1 � �, � `L� Q N 55 1 I J 6 1Y4 57 lY4 Y4 1Y4-8 81 pQ 1 11-10 2 ® 1-10 49 ® - 1 _Z 37 � ® 17 N !73)�40'Vv21U4 0 1 10-6 9-2 7'10 7-1 (2x4-6SCHED40 1Y4 8_4 ,+ 10-7 - 1 5 7-10Y: 16 7-10Y: 18 4 19 5-9Yi 5-101� 20 42 8 0 OFFICE OFFICE 14 0 "' LI 1� 2 2 2 QI 1-9> 0 lYz 1'-O�� lY4 c 1 lY4Alv 4 1 lY4 1Ys I N `� 1 51 lY4 52 -I lY4 53 1Ya 54 lY4Lo N 1-4 �1-91ft i 10-6 9-2 -10 8-6 0-8volt"P+ -4 0" 3-10 - 7-10 9-10 ( 7-914 80 N .-Oy° O O 63 I OFFICE r� N 2x4-6SCHE040 OFFICE 38 22 ® 23 (2x4-6SCHED40 43 � 60 61 A CO � I I N 28 )GJ 1 1 Y4 I 1 ® 759 JQ ® 50 0 STOR WORK AREA -O" 7-10Yi -10Ys 74 34 04 1 ®�+ 0 2'-6J/4 112 24 N N °O - - - O O `�' 4 9-4 BOB - - - - - - - - - - - - - 0'' `- cc WORK AREA -3Yi I I� OFFICE a o 1Y4 66 1Y4 67 1Y4 4 O 9-0 CH '� N 1 OFFICE o OFFICE ?f 3.-0., 2'-7�" � 27 Q -0" - 7-10 17-23ft 1-11Yi N @ 29 1 1Y4® 1 1 Y4 I `� OFFICE 83 OFFICE N 16' y" STOR 7-10Yi 5-1011 5 3544 r� GONE 1 1 y4 1 Y4 {� 10-604 5-2 - - - - - - J 1Y4 N r ®� (2x4-6SCHED40T OFFICE 25 64 65 - -6 -6- o 1 I 1 Y4 NO ® (2�4�5 1. 1 Y4 1 Y4 1 Y4 1 Y4 o 1 Y4 1 Y4 1 Ys �' SERV T 3-10 7-10 9-10 ® 7-%1 -4 ^ R JQ 1 JQ , -- `° 1-9 RESEP/WAIT JQ J31'i J RE5EP/WAIT 1 - 3-10 7-10 8-21'i KIT 40 1-2 2 lY4 1 14 1 r1 KIT 11<t QI 1 J��� KIT 45 1 Y4 WORK ROOM 5-2 4 1 Y4 / ( ) 1 A. -9 G �O N Co 2x4-6 ED40 I -9Y't �} d 3 - 3-1 C-1 STOR °° N 1 ® 4 ? OPY 11144 1 �,� O o -1 30 1 Yz 114 ® 32 1 Yi 1 CHED40) 2-6 6-6JU 1 4 1 Y4 1 Y4 +�� _ 1 Y -10 2-4 -_ 41 1 9 0 31 7-10Y2 0 7- 1'1 -9Yz -4 (io Lo x� C�F E O N KIT 1 �� 2 2R `Z� 3-10 13-10�� 1-4 8-4 "' -91� -' I N 2x -11 4 8 I O� 1-4 �1- 9-0 3- ® I KI Q' 1Yz 2 2 rL Ll - _ I o o - N vQ .9 c' I I 2 1 . I I M 4-1 2 �' 1 1 ® Y4 1 �J C1 1 Y4 - 1 Y4 3-11 n 3-0 1-4 7 011 -1 + m 6 -0 I DRY MAIN 1'-O' BOJ P 011 Y4 rn -1 1 Y4 7-1 cn II 4/2" -6•� 57x137 618 57x137 6LB - - 1 REGEP/WAIT N N LC ILo i RECEP/WAIT OV 6sa eA T m EQUIP xl WET SYSTEM IN ATTIC -811' ABOVE BOJ I 1 1Y4 114 I DRY MAIN IN ATTIC 1-511' ABOVE BOT m n 1 3-10 1 1 5-IOW 116 -9h DRY BRANCHLINE IN ATTIC -8' BOT - _ 57xI37 6LB 0 � -7- -1 LOW52 FL002 PIPING PLAN UPPE2 FLOO2 WET PIPING PLAN ATTIC SPACE D2Y PIPING PLAN SCALE: 1/8" = 1'-0' SCALE: 1/8' = 1'-0" SCALE I/8' = 1'-0" w w 0 4' 8' 16' 0 4' 8' 16' 111 0 4' 8' 16' oc LL UL IL LL Lu � Ui SP2INKLE2S a-? o j D SYM DESCRIPTION SIN TEMP QTY QTY QTY QTY ♦ RELIABLE MODEL 7=30R' OR CHROME DRY PENDENT I' PT 5.6K P5714 200 - -- 5 7 SCHEDULE 40 (ASTM A-135/ A-795) O TYCO MODEL 'TY-FRB' QR BRASS UPRIGHT 1/2'NPT 5.6K TY3131 200 - -- 4 45 NOMINAL OUTSIDE DIA. INSIDE DIA WALL THICKNESS LBS FT H2O GAL • TYCO MODEL 'TY-FRB' QR CHROME PENDENT V2 NPT 5.6K TY3231 155 33 29 - - PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 33 29 9 52 1 Y4 1.660 42.2 1.380 35.1 .140 3.6 2.93 .078 O IPRaIT ON 112 TEE �Ro ill 1.900 8.3 1.610 40.9 .145 3.7 3.61 .106 211 2.875 73.0 2.469 62.7 03 5.2 7.86 .248 IPRIGHT C►N P STLB LP �e 3 3.500 88.9 3.068 77.9 .216 5.5 10.82 .383 • PENDENT ON E Dwp °�° TOTAL 123 3h 4.000 101.6 3.58 90.1 .226 5.7 13.8 .513 g 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 660 B.�O�O 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 IPRIGI-IT CNV P STUB��P E PEf�BVT ON I'DROP-SAAAE RTTNG 1 d 6 8.625 219.3 7.981 104.1 .322 8.1 31.69 1.66 GENERAL NOTES 8 10.75 219.1 10.0 254.5 .365 9.3 71.70 4.09 �,ry 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 12 12.750 323.9 11.938 303.2 .406 10.3 97.56 5.815 SPRINKLER SYSTEM DESIGN PER N.FP.A. #13 2002 ED. ALL MATERIALS SHALL BE U.L. LISTED OR F.M. APPROVED FOR FIRE PROTECTION TAX PARCEL #: 123294390173 FRE SPRINKLER SYSTEM T 0 BE INSTALLED, BRACED AND TESTED N ACCORDANCE WITH N.FP.A. #13 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL 12EQUREMENTS SHALL COMPLY WITH NF.P.A. v13, CH. 16 2002 ED. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT FIRE PROTECTION PLAN DYNA-FLOW (ASTM A-795) THROUGHOUT THE WET PPE SPRINKLER SYSTEM AREAS AND N ENCLOSURES FOR DRY PIPE , DELUGE AND NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS FOR PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE FRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF EARL L I N C O L N OFFICE 1 1.315 42.2 1.191 39.3 .062 1.6 1.31 .097 ALL ELECTRICAL, PAINTING OF PPE/ PPE IDENTIFICATION, FURRING, CUTTING OR PATCHING TO BE BY OTHERS il4 1.900 422 1.728 43.9 .086 1.6 1.71 .125 SPRINKLER HEADS ARE NOT NECESSARLY LOCATED N CENTER PONT OR QUARTER POINT OF CELING TILE 2 1.375 60.3 1.203 56.0 .086 2.2 3.71 .t25 PPE DWIEI�JSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRAULIC CALCULATIONS 23552 NE STATE ROUTE 3 2 2.375 60.3 2.203 56.0 .086 2.2 3.79 .202 2h 2.875 73.0 2.703 68.7 .086 2.2 5.10 .304 3 3.500 88.9 3.314 84.2 .093 2.4 7.18 .455 BUILDING IS LIGHT HAZARD OCCUPANCY CLASS N ALL AREAS AND OR ROOMS UNLESS OTHERWISE NOTED 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 .764 DRY SYSTEM REMOTE AREA NCREASED 30% FOR DRY SYTEM AND AN ADDITIONAL 30% FOR SLOPE BELFAIR WA WET SYSTEM REMOTE AREAS REDUCED 40% FOR QUICK RESPONSE SPRINKLERS AND CELING HEIGHT LESS THAN IOFT FIRE PREVENTION , INC. THREADABLE PPE I' - 2' PIPING TO BE 'SCHED 40' GROOVED PIPE f - 4' TO BE 'DYNAFLO' JOB NO. 05-362 DRAWN BY ABC P.O. BOX 594 PORT ORCHARD, WA. 98366 REV. DATE 01/17/06 SCALE NOTED DWG NO. 2 OF 2 I I GENERAL LEGEND SWG 20 (Wx PIPE SIZE SW 4G-25-380 1'z"x11Fi" THROUGH B(�T" MAX PIPE SIZE EARTHQUAKE BRACING FOC FACE OF CONCRETE -TJI SERIES SOLID WEB TRUSS W/ WASHER PIPE HANGER AFF ABOVE FINISHED FLOOR SWG-20 �/4 x-2") STRUT PIPE STRAP CH CEILING HEIGHT 3" MAX(PIPE SIZE NG9 1 SCHED 40 \TOLCO FIG. 980 GROOVED CAP R.C. REDUCING COUPLING " ATR SWG-25-380 (�"x-21�z') \ �l/s"x3" LAG SCREW TOLC "t RIGID COUPLING ( UNLESS NOTED ) oc, OUTLET COUPLING 4 MAX PIPE SIZE SAMMY SCREW e W/ WASHER � CAP WELDED OUTLET SAMMY SCREW I® LAG SCREW INSIDE ATR �� TdLCO FIG. 980 sr� PLUG F "FIT" FITTING " 4fa ATR ' �' CENTERLINE Yz" MAX FOR FLANGES > 2e WIDE _J POWER STRUT PS200 S E/C END TO CENTER A MAX FOR FLANGES Z 2 WID � _W ALL THREAD ROD POWER STRUT PS200 \1" SCHED 40 O HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER J \ / BOD CENTERLINE PIPE TO BOTTOM OF DECK C/E CENTER TO END / " ATR TOLCO FIG. 1000 BOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE ADJUSTABLE RING HANGER \ NUT & WASHER • \ TRUSS 2'-0" I �1' SCHED 40 BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO 'GT`) F ® TOLCO FIG. 1000 � TOLCO FIG. 907 FOS FACE OF STUD TxF THREAD/-FIT- (ALSO "FxT") ADJUSTABLE RING HANGER ADJUST BLE RING HANGER ADJUSTABLE RING HANGER MAX FOW FACE OF WALL ATR ALL-THREAD ROD SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW SAMMY SCREW ROD AND RING STRUT, STRUT STRAP, AND LAG BOLTS POWER STRUT TRAPEZE HANGER TJI CONSIHUCIION WOOD CONSTRUCTION WOOD CONSTRUCTIOIT_ WOOOD CONSTRUCTION LATERAL EARTHQUAKE BRACE LATERAL LONGITUDAL EARTHQUAKE BRACE I SCHEDULE 40 (ASTM A-135/ A-795) NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE ALARM BELL- 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 OUTSIDE WALL ® X x _-ALARM BELL 1Y4 1.660 42.2 1.380 35.1 .140 3.6 2.93 .078 N ® OUTSIDE WALL 11'1 1.900 48.3 1.610 40.9 .145 3.7 3.61 .106 2 2.375 60.3 2.067 52.5 .154 3.9 5.13 .174 O 85 85 2h 2.875 73.0 2.469 62.7 .203 5.2 7.86 .248 3 3.500 88.9 3.068 77.9 .216 5.5 10.82 .383 3lfi 4.000 101.6 3.548 90.1 .226 5.7 13.48 .513 6 ' 86 z 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 .660 86 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 � I SYSTEM V 6 6.625 168.3 6.065 154.1 .280 7.1 31.69 1.501 9 CAP Z 8 8.625 219.1 7.981 202.7 .322 &2 47.70 2.66 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 12 12.750 323.9 11.938 303.2 .406 10.3 97.56 5.815 j c/) AIR COMPRESSO COMPRESSOR L� C14 CD 2' CLEARANCE CD DYNA-FLOW (ASTM A-795) 0089 2' CLEARANCE S-2 NOMINAL OUTSIDE DIA. INSIDE DIA WALL THICKNESS LBS/FT H2O GAL/FT 4' TO FDC RELIABLE MDL 'D' DRY VALVE PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE W BASIC GALVINIZED TRIM BASIC GALVINIZED TRIM W RELIABLE MDL 'E DRY VALVE 89 6" UG SUPPLY Q 4f RELIABLE MDL 'D' DRY VAL " P-1 / W/ BASIC GALVINIZED TRIM Z 1 1.315 33.4 1.191 30.3 .062 1.6 1.31 .056 2�ft CENTRAL RISER ANI 1Y4 1.660 42.2 1.536 39.0 .062 1.6 1.87 .097 X. COUP. ill 1.900 48.3 1.728 43.9 .086 2.2 2.71 .125 " X " C NC. REDUCER Cn 2 2.375 73.3 2.203 68.7 .086 2.2 3.10 .202 4 BUTTERFLY VALVE 4 2yZ BUTTER Y N 4 UTTERFLY VALVE 4" BUTTERFLY A VE LKI S MDL '350ADABGVIC' >_ Cn 2Yz 2.875 73.0 2.703 68.7 D86 2.2 5.10 .304 " 3 3.500 88.9 3.314 84.2 .093 2.4 7.18 .455 2111" AWAY i D C BACKFLOW PREVENTER I C 4 C BAC FLOW PREVENTER o 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 .764 4 WI INS MDL '350ADABGVIC' Of � 1 4" CHECK VAL P- 8 I 87 87 88 88 IIPE STAND R-3 R-3 PIPE STA D R-3 �111E STAND / . 0 OF -7 0 P l E P DETAIL LOOKING NORTH r�!I S E P DETAIL LOOKING EAST P I S E P DETAIL LOOKING WEST SCALE: 3/8" = 1'-0' SCALE: 3/8" = 1'-0' SCALE: 3/8' = 1'-0' O 1' 2' 4' O 1' 2' 4' O 1' 2' 4' GENERAL NOTES SECTION A s FH (:W-v -v -w t>4 IdSPRINKLER SYSTEM DESIGN PER NFP.A. *13 2002 ED. s ALL MATERIALS SHALL BE U.L LISTED OR F.M. APPROVED FOR FIRE PROTECTION SCALE: 1/8' = 1'-0' FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.FP.A. 413 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL 12EQU12EMENTS SHALL COMPLY WITH N.F.P.A. u13, CIS. 16 2002 ED. -. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT uj Lu o THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND 3: v OTHER TYPES OF VALVES CWROLLNG WATER SUPPLIES TO SPRNKLER SYSTEMS a oc I FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO U- 0[ pz oc 01 I ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF S P I N K L_ S o 3: a_ uj ALL A ELECTRICAL, PAINTING OF PIPE/ PIPE IDENTIRCATION, FURRING, CUTTING OR PATCHING TO BE BY OTHERS p y SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER PONT OR QUARTER POINT OF CELING TLE J a- a_ I FH PPE DIMENSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRALJL.IC CALCULATIONS SYM DESCRIPTION SIN TEMP QTY CITY QTY CITY BUILDING IS LIGHT HAZARD OCCUPANCY CLASS N ALL AREAS AND OR ROOMS UNLESS OTHERWISE NOTED DRY SYSTEM REMOTE AREA INCREASED 30% FOR DRY SYTEM AND AN ADDITIONAL 30% FOR SLOPE ♦ RELIABLE MODEL 'F30R' OR CHROME DRY PENDENT I'NPT 5.6K P5714 200 - -- 5 7 WET SYSTEM REMOTE AREAS REDUCED 40% FOR QUICK RESPONSE SPRINKLERS AND CEILING HEIGHT LESS THAN IOFT O TYCO MODEL TY-FRB' CIR BRASS UPRIGHT I/2'NPT 5.6K TY3131 200 - -- 4 45 L E PIPE r - 2' PIPING TO BE 'SCHED 40' GROOVED PIPE r - 4' TO BE 'DYNAFLO' ' THRUSTBLOCK THREADAB • TYCO IVODEL TY-FRB' QR CHROME PENDENT V2'NPT 5.6K TY3231 155 33 29 NEW TAP 6" UG DI -v _ _ 8 x8 x6 TEE PIV to-v v v 4" UG DIv v v v v v v - RUSTBLOCK ' \4_2112"21h" FIRE MIN 3 FT BURY ' O L�rzla�-rr av u71T� 9 9 52 DEPARTMENT O uvG-IT ON r sTuBgp eaticem�.Fo CONNECTION 5,. alowfeo TOTAL 123 • PENDENT ON r DROP O u vio-u ON r snB-Lp 6 PENDENT ON r DROP-sAw FITTING B C�oi HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS EARL LINCOLN OFFICE BLDG FOR FOR _ � EARL LINCOLN OFFICE BLDG Z HyyY �µ3 Ham, EARL LINCOLN OFFICE BLDG W BELFAII� WA BELFAII�WA HWY #3 Q I x FLOW TEST / CONTRACT NO.: 05-362 C - BELFAIK'WA / CONTRACT NO.: 05 362 CONTRACT NO.: 05-362 TAX PARCEL #. 123294390173 104 PSI STATIC DESIGN DESIGN REMOTE AREA ATTIC SPACE (DRY) REMOTE AREA: DESIGN � 85 PSI RESIDUAL � �2 UPPER FLOOR (WET) REMOTE AREA: 13 LOWER FLOOR (WET)OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY CLASSIFICATION: LIGHT HAZARD FIRE E PROTECTION PLAN MAXIMUM STORAGE HEIGHT: MAXIMUM STORAGE HEIGHT: FLOWING 1112 GPM COMMODITY CLASSIFICATION: __ COMMODITY CLASSIFICATION: __ COMMODITY CLASSIFICATION: MAXIMUM STORAGE HEIGHT: DENSITY: 10 GPM/SQFT DENSITY: 10 GPM/SQFT DENSITY: 10 GPM/SQFT BY MASON COUNTY FM 01-17-06 AREA OF APPLICATION: 2535 SQFT AREA OF APPLICATION: 9DO SQFT AREA OF APPLICATION: 900 SQFT FOR COVERAGE PER SPRINKLER: 34 SOFT COVERAGE PER SPRINKLER: 225 SQFr COVERAGE PER SPRINKLER: 225 SQFr EARL LINCOLN OFFICE N0. OF SPRINKLERS CALCULATED: 34 N0. OF SPRINKLERS CALCULATED: 9 N0. OF SPRINKLERS CALCULATED: 11 CE TOTAL INSIDE HOSE STREAM: -- GPM TOTAL INSIDE HOSE STREAM: -- GPM TOTAL INSIDE HOSE STREAM: -- GPM ' PRESSURE DEMAND ®B.O.R.: 52 PSI PRESSURE DEMAND ® B.O.R.: 49 PSI PRESSURE DEMAND 0 B.O.R.: 42 PSI FLOW DEMAND 0 B.O.R.: 655 GPM FLOW DEMAND @ B.O.R.: 148 GPM FLOW DEMAND ® B.O.R.: 182 GPM OUTSIDE HOSE STREAM: 100 GPM OUTSIDE HOSE STREAM: 100 GPM OUTSIDE HOSE STREAM: 100 GPM 23552 NE STATE ROUTE 3 TOTAL FLOW REQUIRED 0 SOURCE: 755 GPM TOTAL FLOW REQUIRED @ SOURCE 248 GPM TOTAL FLOW REQUIRED ® SOURCE 282 GPM SITEPLAN rclll ID NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. NAME OF CONTRACTOR: FOX FIRE PREVENTION, INC. 13ELFAIR WA NAME OF DESIGNER: ADAM COLE NAME OF DESIGNER: ADAM COLE NAME OF DESIGNER: ADAM COLE ADDRESS: PO BOX 594 ADDRESS: PO BOX 594 ADDRESS: PO BOX 594 FIRE PREVENTION , INC. PORT ORCHARD WA 98366 PORT ORCHARD WA 98366 PORT ORCHARD WA 98366 SCALE I" 30' AUTHORITY HAVING JURISDICTION: MASON COUNTY AUTHORITY HAVING JURISDIC11ON: MASON COUNTY AUTHORITY HAVING JURISDICTION: MASON COUNTY = JOB NO. 05-362 DRAWN BY ABC P.O. BOX 594 PORT ORCHARD, WA. 98366 REV. DATE 01/17/06 SCALE NOTED DWG NO. 1 OF 2 I SWG-20 (Y4"x-2' 3" MAX PIPE SIZE " GENERAL LEGEND SWQ-25-380 (,% x-2Yi') 4 MAX PIPE SIZE TRuss / xl THROUGh B( T W WASHER --TJI SERIES SOLID WEB � / , 1 EARTHQUAKE BRACING FOC FACE OF CONCRETE SWG-20 (Y4`x-2` STRUT PIPE STRAP - AFF ABOVE FINISHED FLOOR SIZE , " / 1 SCHED 40 �OLCO FIG. 980 PIPE HANGER CH CEILING HEIGHT " ATR SWG 25X 380E(-% x-21!, "" \ �fz x3 LAG SCREW TOLCQ FlG. 98 " GROOVED CAP 4 MAX PIPE SIZE SAMMY SCREW W WASHER R.C. REDUCING COUPLING -�- RIGID COUPLING ( UNLESS NOTED ) G ---%" ATR \ / -D CAP o OUTLET COUPLING EE SAMMY SCREW LAG SCREW INSIDE TOLCO FIG. 980 �sr�, I PLUG WELDED OUTLET v" MAX FOR FLANGES < 2' WIDEN " ATR POWER STRUT PS200 POWER STRUT PS200 1" SCHED 40 F "FIT' FITTING --- " ALL THREAD ROD '� CENTERLINE E/C END TO CENTER O HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER ADJUST BLE RING HANGER NUT & WASHER \%" ATR TOLCO FIG. �000 BOD CENTERLINE PIPE TO BOTTOM OF DECK C/E CENTER TO END © \ TRUSS 2'-0""6.C. I \1" SCHED 40 \ BOB CENTERLINE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE ® TOLCO FIG. 1000 s• TOLCO FIG. 907 BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO `GT') ADJUSTABLE RING HANGER ADJUST BLE RING HANGER \ MAX ADJUSTABLE RING HANGER FOS FACE OF STUD TxF THREAD/"FIT" (ALSO 'FxT') SAMMY SCREW ROD AND RING HORIZONTAL SAMMY SCREW SAMMY SCREW ROD AND RING STRUT, STRUT STRAP, AND LAG BOLTS POWER STRUT TRAPEZE HANGER LATERAL EARTHQUAKE BRACE LATERAL LONGITUDAL EARTHQUAKE BRACE FOW FACE OF WALL ATR ALL-THREAD RODRUCTION WOOOD / I - - 1 Y4- �� 1Y4 - - 1-��"+ OFFICE OFFICE 0 1-2 Q ? N Q OFF!GE OFFICE O 1 1 Y4 J N 1 Y4 1 12 Z 50 - 9-4 -4 2- 9- - 0 1 1� 0 1 6 1 4 1- 0 4 4 2-4Yz ,� 10-6 �� 10-6 LI0�0 13-111� r ® -� '-10y - ® -4y" WAITING +'� N WAITING '� OFFICE '� I OFFICE OFFICE o � ^ ,� 1 + + 1Y4 N N '�� i N `° �`�bFFIGE OFFICE I .`+ 1 - I OFFICE O JQO2 Q� Q� I -8 81 1 Y4 1 Y4 79 _I N �� 55 1 1 56 1A 57 1Y4 1)Y4 1Y4 0 ® 47 11-10 2 ® 1-10 49 ® - 1 �6 z 1 37 1 � ®1 17 10-6 9-2 7I10 7-1 O O (2x4-6SCHED40 1Y4 8-4 + 10-7 -� 4 1Yz 0 1 42 8 � �� .�+1-1 5 7-10Yi 16 7-101<i 18 4 19 5-9Yz 5-10Yi 20 0 ly OFFICE OFFICE 14 o M \ w N �'� 2 2 2 QI 1-9Ys 0 lYz 1'_0" lY4 1 51 1Y4 52 1 1Y4 53 1144 54 1144 80 N N -OY" r; N 1-4 ® 114 i 1-9Yi o 1 1Y4 4 I 1Y4 1Y4 -1 _0 _qp" �6 10-6 2 9-2 2 7-10 8-6 0-8 -4" 3-10 7-10 9-10 7-914 -1 1-91�i Q ,� I JD r:v 60 61 ' 63 OFFICE c1 ® (2x4-6SCHED40 _0Y2" 59 1 CN N 0,�,�+ N , 50 N _1 N ® '� OFFICE 38 28 � 22 ® 1 23 (2x1v6SCHED40 0 43 JQ ® STOR WORK AREA -0" 7-101e -10Yi 174 34 m 2 2 N j� N 1 e) 0 2'-6y" � lY2 24 N 0 9-4 BOB - - - - rn T- 1 1 N "' OFFICE a o o OFFICE 1Y4 66 1Y4 67 1144 4 O 9-0 CH 04 1 I OFFICE co WORK AREA -311 I� to i 2 ® c:j 2'-7 4" � 27 I Q r` 7-10 17-2Yi 1-lllfi N + 3'-0" OFFICE 1 Lo ® 29 1 lY4® `o 6.-0. 1 1Y4 ,�, GONF 1 1Y4 83 OFFICE N 16 �.. STOR 75 35 44 �1 d 1Y4 OFFICE 25 7-10Yi 26 5-10Yi 1 10-6 2 5-2 _61 Y4 N i ® � (2X4-6SCHED40 1 a, 64 65 -6 - o - 1 Y4 `�' '�� _V o � 1 Y4 1 Y4 1 1 Y4 1 Y4 o ® ( 4 S 1 Y4 1 Y4 1 Y4 -1 SERV T 3-10 -4 JQ 1 JQ co �" o J 7-10 9-10 ® 7-91xi 1 - CID 3-10 7-10 2 8-214 1 -1 KIT -9 RE5EP/WAIT JQ 3Yl J RE5EP/WAIT 1 Y4 1 N n 40 �. 1-2 7 CID WORK ROOM 1Y4 -9 G,o 5-2 N3 ' 1 KIT 11'2 QI J��a KIT 45 2x4-6 ED40 ^ 1 IF 1 Y4 3-1 5TOR 0O "' i ® 1 Y4 OPY ( 1 Y4 ) 1 32 -91§ ti 3 2-6 6-6 - A C-1 4 + o -10 2-4 �1 O 0 1 30 l Y2 1 Yi ® O 1 Sit 1 CHED40) N1I 2 2 1 4 N 1Y4 1Y4 H= N 1Y =_ 41 + 1-9 0 31 7-101'� 0 7- 1�z -9Yz -4 N KIT 1 • 3-10 13-10S, 1-4 8-4 - -91t _1 , N 2x -11 4 8 I 1 -  L �.. g 1-4� KI Q` 1Yz 2 2 C-1 ,1 llxi _ _ 0 7 _ - N �Q i9 I 1_I 2 In I MTY4 2 1 Y4 a 3-11 n oo I 4-1 3:- 1 1 Y4 I /$+ gJ COPY 1 m� 1 Y L J 6 �2-0 14Y"1 DRY MAIN¢ 1'-O' BOJ s7Xis7 Iblm 1-4 7 OYt lY4 -1 �, -1 1Y4 7-1 - ffjcn is I I 6'��f - 5N157 6LB : - 1 1 - - 1 REGEP/WAIT N N REGEP/WAIT I2' - m 50NO-WM W/16'50 ease m ® m I EQUIP XI WET SYSTEM IN ATTICS -8W ABOVE BOJ 0 In 1 1144 11� I DRY MAIN 0 IN ATTIC 1-5W ABOVE BOT -- _ s7x1s7 eLe 1 3-10 1 1 5-1014 DRY BRANCHLINE IN ATTIC -8' BOT 0a 7- -1 LOWEf::-;? FLOOP PIPING PLAN UPPED FLOOP WET PIPING PLAN ATTIC SPACE DIY PIPING PLAN SCALE: 1/8" = 1'-0' SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0" I- F=- }- 0 4' 8' 16' w Lu 0 4' 8' 16' -:?: o 0 0 4' 8' 16' oc Oc a LL u_ u LIJ SPQINKL EQS o � o D SYM DESCRIPTION SW TEMP QTY QTY QTY QTY ♦ RELIABLE MODEL 1=30R' OR CHROME DRY PENDENT I'NPT 5.6K P5714 200 - -- 5 7 SCHEDULE 40 (ASTM A-135/ A-795) 0 TYCO MODEL 'TY-FRB' QR BRASS UPRIGHT 1/2'NPT 5.6K TY3131 200 - - 4 45 NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT • TYCO MODEL 'TY-FRB' OR CHROME PENDENT V2'NPT 5.6K TY3231 155 33 29 - - PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE 1 1.315 33.4 1.049 26.6 .133 3.4 2.05 .045 1Y4 1.660 42.2 1.380 35.1 .140 3.6 2.93 .078 0 LPRK�-fT ON V7 TEE 33 29 9 52 1)1 1.900 48.3 1.610 40.9 .145 3.7 3.61 .106 2 2.375 60.3 2-067 52.5 .154 3.9 5.13 .174 °°e orlon,rn� o I 2h 2.875 73.0 2.469 62.7 .203 5.2 7.86 .248 0° LPRKGIT ON P STL6-lP CerU;; A 3 3.500 88.9 3.068 77.9 .216 5.5 10.82 .383 osv Low �dr0O0 TOTAL 123 ce 311 4.000 101.6 3.548 90.1 .226 5.7 13.48 .513 • PENDENT ON E DROP 4 4.500 114.3 4.026 102.3 .237 6.0 16.40 .660 9 5 5.563 141.3 5.047 128.2 .258 6.6 23.47 1.040 LPRIGI-fT ON P ST1B-LP E PEII ON P DROP-SAmE RTTNG 3 B.colt 6 6.625 168.3 6.065 154.1 .280 7.1 31.69 1.501 3 1 8 8.625 219.1 7.981 202-7 .322 8.2 47.70 2.66 GENERAL NOTES 10 10.750 273.1 10.020 254.5 .365 9.3 71.28 4.096 �•�..- 12 12.750 323.9 11.938 303.2 .406 10.3 97.56 5.815 SPRINKLER SYSTEM DESIGN PER N.FP.A. ttl3 2002 ED. ALL MATERIALS SHALL BE UL LISTED OR F.M. APPROVED FOR FIRE PROTECTION TAX PARCEL #: 123294390173 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.FP.A. u13 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL REQUIREMENTS SHALL COMPLY WITH NF.P.A. tt13, CH. 6 2002 ED. DYNA-FLOW (ASTM A-795) IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT FIRE PROTECTION PLAN THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND N ENCLOSURES FOR DRY PIPE , DELUGE AND NOMINAL OUTSIDE DIA. INSIDE DIA. WALL THICKNESS LBS/FT H2O GAL/FT OTHER TYPES OF VALVES CONTROLLNG WATER SUPPLES TO SPRINKLER SYSTEMS FOR PIPE SIZE IN. mm IN. mm IN. mm PLUS PIPE FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABLITY OF THE STRUCTURE TO 1 1.315 33.4 1.191 30.3 .062 1.6 1.31 .056 ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF EARL L I N C O L N OFFICE 1Y4 1.660 42.2 1.536 39.0 .062 1.6 1.87 .097 ALL ELECTRICAL, PAINTING OF PPE/ PPE IDENTIFICATION, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 1Yz 1.975 60.3 1.203 56.0 .086 2.2 3.71 .202 SPRNC_ER HEADS ARE NOT NECESSARLY LOCATED N CENTER POINT OR QUARTER PONT OF CELING TILE 2 2.375 73.3 2.203 68.7 .086 2.2 3.10 .202 23552 NE STATE ROUTE 3 21�i 2.875 73.0 2.703 68.7 .086 2.2 5.10 .304 PPE DIMENSIONS SHOWN ARE CUT LENGTHS, CENTER TO CENTER LENGTHS USED FOR HYDRAULIC CALCULATIONS 3 3.500 88.9 3.314 84.2 .093 2.4 7.18 .455 BUILDING IS UGHT HAZARD OCCUPANCY CLASS N ALL AREAS AND OR ROOMS UNLESS OTHERWISE NOTED 4 4.500 114.3 4.310 109.5 .095 2.4 10.86 .764 DRY SYSTEM REMOTE AREA INCREASED 30% FOR DRY SYTEM AND AN ADDITIONAL 30% FOR SLOPE BELFAIR WA WET SYSTEM REMOTE AREAS REDUCED 40% FOR QUICK RESPONSE SPRINKLERS AND CEL.NG HEIGHT LESS THAN IOFT FIRE PREVENTION , INC. THREADABLE PPE I' - 2' PIPING TO BE 'SCHED 40' GROOVED PIPE I' - 4' TO BE 'DYNAFLO' JOB NO. 05-362 DRAWN BY ABC P.O. BOX 594 PORT ORCHARD, WA. 98366 REV. DATE 01/17/06 SCALE NOTED DWG NO. 2 OF 2