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HomeMy WebLinkAboutPP - 14811 46TH LN S - UNKNOWN - PERMITS AND PLANS14811 46TH LN S ASSOCIATED PERMITS 15-5-008 D14-0316 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 2))1/i-d3/� co8 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: \ Sprinklers: Type o Inspection: Address: X9(0 ii Suite #: 6414-L,NS Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: MZ1-0 Vett)+1;/ A) gui`\d,b41 6)„,/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, yl_-,s-oi____ Date: //2(///v Hrs.: c._______, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR SIDHU LOT #2 TUKWILLA, WASHINGTON FILE NUMBER: N15005 DATE: 01/12/15 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.3 gpm FLOW AND PRESSURE (@ BOR): 26.3 gpm @ 27.7 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 WASNINOTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Edwin P. Cogar 4295-0499-C vela Norco Fire • :t /n . n NORC" 0 Signature Data Expires' 12131/15 46 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/14/2015 C:\HASS\DATA\2015 CALCS\N15005 SIDHU LOT #2 .SDF JOB TITLE: N15005 SIDHU LOT #2 WATER SUPPLY ANALYSIS E S:L O O u) 3 A O z w w c a 04 0 O N N a) .r.1 1n 0 0 4.4 0 cn ma) > > E a~ u m N 01 iT o 0 S1 N 11) • • •• .I 0 m kr) m 10 0, b W N M N 0,E W Q. ▪ M, s+M1Uno a w W0,°-)) 4 m M .r1 Cr) 0 >+ o 4 m m CP . cr W1/40 N tz ,P ' Cii Available 1-1 O O O N O 0 0 0 0 0 w w a4 w co cn a, w — 0 0 N r-1 O O 0 0 u) o -44 —o rn � a) x 4-4U) w H E 0 O $-1 — CO a) a) —o w`� 0 o o�' I-1 ELI a) a) o —o (13 -.i T3 -rl to o — (r) a a) 4 0 —o M O —o N 1— a) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/14/2015 C:\HASS\DATA\2015 CALCS\N15005 SIDHU LOT #2 .SDF JOB TITLE: N15005 SIDHU LOT #2 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 75.0 72.0 50.0 74.1 26.3 46.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.0 13.0 2 19.4 - - - - 7.5 3 19.0 K= 4.90 7.4 13.4 4 19.4 - - - - 7.5 5 19.4 8.9 6 19.4 9.5 7 9.4 16.0 8 9.4 17.4 W 9.4 19.1 B 0.0 43.2 C 0.0 34.7 D 0.0 32.1 E 2.0 27.7 F 2.0 23.2 A 0.0 SOURCE 46.1 26.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/14/2015 C:\HASS\DATA\2015 CALCS\N15005 SIDHU LOT #2 .SDF JOB TITLE: N15005 SIDHU LOT #2 NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 12.0 7.41 150 0.4 2 19.4 7.5 0.0 1.000 12.00 0.2 1 19.0 7.0 13.0 1.101 19.41 0.031 0.6 Pipe: 2 4.90 13.4 Disch 5.0 1.50 150 0.0 4 19.4 7.5 0.0 1.000 5.00 0.2 3 19.0 7.4 13.4 1.101 6.50 0.032 0.2 Pipe: 3 0.0 0.0 7.08 150 0.0 4 19.4 7.5 2.0 1.000 0.00 0.0 2 19.4 7.5 2.0 1.101 7.08 0.001 0.0 Pipe: 4 0.0 2.0 2 13.0 21.58 150 1.4 5 19.4 8.9 13.4 3 1.000 13.00 0.0 4 19.4 7.5 15.4 1.101 34.58 0.042 1.4 Pipe: 5 0.0 15.4 4 35.0 64.91 150 0.6 6 19.4 9.5 -9.8 7 1.000 35.00 0.0 5 19.4 8.9 5.5 1.101 99.91 0.006 0.6 Pipe: 6 0.0 0.0 29.5 63.08 150 2.1 6 19.4 9.5 11.0 1.000 29.50 0.0 2 19.4 7.5 11.0 1.101 92.58 0.022 2.1 Pipe: 7 0.0 15.4 4 51.0 99.12 150 7.1 7 9.4 16.0 -5.5 6 1.000 51.00 -4.3 5 19.4 8.9 9.8 1.101 150.12 0.018 2.7 Pipe: 8 0.0 11.0 2 20.5 23.75 150 6.4 7 9.4 16.0 5.5 5 1.000 20.50 -4.3 6 19.4 9.5 16.5 1.101 44.25 0.048 2.1 Pipe: 9 0.0 16.5 6 5.0 7.41 150 1.4 8 9.4 17.4 9.8 5 1.000 5.00 0.0 7 9.4 16.0 26.4 1.101 12.41 0.113 1.4 Pipe: 10 0.0 0.0 7.0 8.45 150 1.8 W 9.4 19.1 26.4 7 1.000 7.00 0.0 8 9.4 17.4 26.4 1.101 15.45 0.113 1.8 Pipe: 11 0.0 0.0 7.41 150 4.1 F 2.0 23.2 26.4 8 1.000 0.00 -3.2 W 9.4 19.1 26.4 1.101 7.41 0.113 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/14/2015 C:\HASS\DATA\2015 CALCS\N15005 SIDHU LOT #2 .SDF JOB TITLE: N15005 SIDHU LOT #2 Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 Fixed Pressure Loss Device E 2.0 27.7 26.4 W 4.5 psi, 26.4 gpm F 2.0 23.2 26.4 Pipe: 13 0.0 0.0 D 0.0 32.1 26.4 F E 2.0 27.7 26.4 Pipe: 14 0.0 0.0 C 0.0 34.7 26.4 E D 0.0 32.1 26.4 1.000 3E: 7.1 0.998 1.500 1.610 12.00 150 7.11 19.11 0.183 150.00 150 0.00 150.00 0.018 Pipe: 15 0.0 Fixed Pressure Loss Device B 0.0 43.2 26.4 D 8.5 psi, 26.4 gpm C 0.0 34.7 26.4 Pipe: 16 Source 0.0 A 0.0 46.1 26.3 C B 0.0 43.2 26.3 NOTES (HASS): 1.000 T: 5.9 0.998 10.00 150 5.93 15.93 0.183 (1) Calculations were performed by the HASS 8.4 computer program under license no. 50110271 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.087 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 73.12 psi compared to the minimum required pressure of 20.00 psi. 4.4 -0.9 3.5 2.7 0.0 2.7 2.9 0.0 2.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/14/2015 C:\HASS\DATA\2015 CALCS\N15005 SIDHU LOT #2 .SDF JOB TITLE: N15005 SIDHU LOT #2 (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L T R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 6T-0" 2'-0" PANTRY L-0" NOTE TRUSS LAYOUT WILL BE PROVIDED TO THE PLAN EXAM +4ER 7 [SAYS IN ADVANCE BEFORE INSTALLATION FOR APPROVAL, DESIGNED BY TRUSS 00. ENG. 1U111 RCCF S141, 9..110210 PAPFA. 'ice MTV. @EDROOtd-4 FAMILY ROOM ELT IWHT OPEN TO AROVE GAS FRE PLACE NE Orn. ASV. Know & BL00C91G (HATp1D AREA) 2 X 1RUSS OF ROOF FRAM R-42 AT11C 1101A0311 x MEHL SPRINKLER RISER LOCATION TOP FI OOR=3(15.5' 1/2. ToEREO SRO OAST GLASS BMW ARO TOP RATE J1P. FI K11 mlemlcau 1' TLO FM= L . i01Sos CROSS BROM CR TY PILI. OPAL T05104 TO WON 4110 TOP RAE JTP. ©0't sM101022 Ct072 [LVO SALVO 49t1c Re ma 51EA1*12 2771' SUS mfr OC Ra BATT ILOAATT011 cw MVO 16'-11" 2.46. BOtC21 1RFA1ED MAX 10 xx'»CB eats r 0011 214010 ° 48' SPAt710 716910 TRADE ,0 «rF -VAPOIR BARCER -001011. Fil9ED GRAM OPEN TO E nom Cat. 100. o) CCUTIVCOS F9AAAT10I 4 0 4b' 0.G Frit xktt X-0. TE:c 1VL OWL SPACE ACCESS IS ill BLACK VAPOR RUM CRAM 1110 42' MAF WARDRAS TIP. CCRITICUS ASTM 1442 C SEC URE AGAINST BRANCIIONE PVC LPWARD MOVEMENT MAIN FLOOR SPRINKLER PIPING PLAN 6'%6' POST rLoo/ C OILING rL0OR JOISTS TIRE SPRINKLER *NSF INTERNATIONAL APPROVED rOR LSE WITII POTABLC WATER SECTION A SCALF:1/4'-1' rLooI UPWARD MOVEMENT R-11 BA- 1,121111.114 SEOIPC INS& A1a4 -n ...01S" INSULA -ION -0 St4rROCK Lora UPPER FLOOR SPRINKLER P LNG PLAN CIF INSULA -1014 -0 P11.SN DOWN BC1VCD1 .dS- TENTING DETAIL C 8 10' 12' 14' 16' 18' INSUIA1ON O SKC ROCK LEYCL 1/2' SNCL ROCK NOTES 6" ELECTRIC BELL WIRING AND CONDUIT BY OTHERS S1CURC B4SU1A1ON ro ..015 R-11 BA- MINIMUM TENTING DETAIL A R-11 BA- 1101141114 ASTM F442 C PVC BRANG I!LINE C EILIN'G / " rLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR LSE WITII POTABLE WATER INSULA -1014 DOWN -o SCE -ROCK (EVIL 2" A -IC .CtS- AOASLRAION -o SIRS -ROCK LLxi /2. A1C .dS TENTING DETAL B REVISIONS STEEL PIPE 11111 B LAZEMASTCRI C PVC CMALC ADAPTER PSTEELPPE PSTEGLRPE 1•BINKFLOWOINME MKS 1'OCPPMA APTER O FleAlsRxr MINN NORCO FIRE PROTECTION POINT OF CONNECTION irtl�aE11i7° RISER DETAIL e1T a 1r1+.1'a 6.5.3 A warning sign, with minimum''/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. ALLOWANCE rOR FRICTION LOSS IN CPVC rITTINGS (EXPRESSED IN EQLIVALENT rcDT or PIPE) FITTING PIPE DIAMETER 3/4" 1" 1 W 1 h" 2" 21/2" 3" TCC B RANC II 3 5 6 8 10 12 15 TCC RLN 1 1 1 1 1 2 2 ELBOW 90' 7 7 8 9 11 12 13 CLB OW 45' 1 1 2 2 2 3 4 COLPLING 1 1 1 1 1 2 2 SPRINKLER SYMBOLS Na}e: Section notes by P. Eng. shall have precedence over designer's notes. TAB LE 1 MAXIM..M S..0DORT S°ACING "ISTANCr 0'N, INr S°RINK rR .-0'A' IRO° r 90W 0100 SIZr inches SYSTrM °RrSS..Rr < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 174" 16" 12" 17¢"-3" 24" 12" TAB LE 2 MAXIM..M S..ODORT S°ACING 71STANCr IN INr S°RINK rR -0'A') -)RO° Tcc 0105' SIZc Ruches SYSTrM DRrSS..R0' < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 174" 6' 5' 13F"-3" 7' 7' Srr TAR r 90' OW TOR N..M9rR Or-ANGrRS R0'Q dR0'� r-� ASTM x442 CWC 9RANC- INr* MINIMLM ALLOWAB LE I [ANGERS 0r4 rNGT- Or 0100' °tor SiZr inches pipe eng.h 1 -anger 2 -angers 3 -angers 3/4 0'-0" TO 5'-6" 5'-7" TO 11'-0" 11'-1" TO 16'-6" 1" 0'-0" TO 6'-0" 6'-1" TO 12'-0" 12'-1" TO 18'-0" 174" 0'-0" TO 6'-6" 6'-7" TO 13'-0" 13'-1" TO 19'-6" 134" 0'-0" TO 7'-0" 7'-1" TO 14'-0" 14'-1" TO 21'-0" 2" 0'-0" TO 8'-O" 8'-1" TO 16'-0" 16'-1" TO 24'-0" 234" 0'-0" TO 9'-0" 9'-1" TO 18'-0" 18'-1" TO 27'-0" 3" 0'-0" TO 10'-0" 10'-1" TO 20'-0" 20'-1" TO 30'-0" * N5r INTrRNATIONA A°DROVr7 TOR ..50' WiT- D0TA9 r WATrR BLAZEMASTERO PIPE DIMENSIONS S )R 13.5 (ASTM 0'442) INC -0'S (MI IMrT0'RS) NOMINA SIZc AV0RAGr 01 AVrRAG0' Il °O.,NDS/0T. 3/4' (20,0) 1.050 (26.7) .874 (22.2) .168 1" (25.0) 1.315 (33.4) 1.101 (28.0) .262 134" (32.0) 1.660 (42.2) 1.394 (35.4) .418 1)4" (40.0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 234" (65.0) 2.875 (73.0) 2.423 (61.5) 1.257 3" (80.0) 3.500 (88.9) 2.951 (75.0) 1.867 0100' -ANG0'R (C OSr TO Trc) N ASTM 0'442 CWC 9RANC- INr" X C0'I (NG 0IRr SDRINK rR WOO') .AISTS 1NS0' INT0'RNATIONA A00ROVr1 0'OR ..Sr WIT- 00TA9 0' WATrR rL00R GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 2007 edition and Fire Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout job. 4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set. 5. All underground piping to conform to local Water Department requirements. This is for fill line only 6. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed should be to be steel, cpvc is exceptable. Risers that rise up in wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, if required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a Pressure at base of riser b Sprinkler head location and spacing. c Heads located from heat zones d Exposed piping should be steel. e Sprinkler heads in unconditioned areas to be 175° degrees 14. Alarm bells to be located per Fire Department requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft. CLRE TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM,.M) TrST °RrSS,A5' 0(05' SIZ5' inches Ambien, Tempera. ire I [ring C ire period 60'r ,o 120'r 40'r ..o 59'r 0'5' .o 39'r 3/4' 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 134" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No.e 1 234" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No.e 1 No.e 1 Tor .hese sizes, .he solven. cemen, can be applied o..empera.ires below 32'r, however, .he sprinkler sys.em ,empera,ire mis. be raised .o a .empera,ire o' 32'r or above and allowed .o cire per .he above recommendations prior .o press ire .es.ing. CLRC TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM..M) TrST °RrS.S..Rr 0(05' SIZc inches Ambien. Tempera, ire 1 firing C ire period 60'r .o 120'r 40'r .0 59'r 0'r .o 39'r 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 134" 1.5 hr. 16 hr. 120 hr. 114" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No.e 1 234" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No.e 1 No.e 1 Tor .hese sizes, .he soNen, cemen, can be applied a. .empera.ires below 32'r, however, .he sprinkler sys.em .empera,ire IS be raised ,o a .empera,ire o' 32'r or above and allowed .0 cire per .he above recommendoJons prior .o press ire .es,ing. PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73"r) (ONE END RESTRAINED) PIPE SIZE inches LENGTH or RLN (9 IN rEEr 2' 5' 7' 10' 12 15' 17' 20' /4" 1.3" 7.8" 15.4" 31.3" 45.1" 70.5" 90.6" 125.4" 1" 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1" 134" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 11h" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0" 50.1" 69.3" 2" 0.6" 3.5" 6.8" 13.9'r- 20.0" 31.2" 40.0" 55.4" 2h" 0.5" 2.9" 5.6" 11.4" 16.5" 25.8" 33.1" 45.8" 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2" 27.2" 37.6" C PVC DROP = 0.329 d C E LING TIRE SPRINKLER C PVC DROP C OILING TIRE SPRINKLER PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F) (ONE END RESTRAINED) 0(0r 5(Zr inches LENGTH OF RLN (L) IN FEET 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' 3/4" 1.3' 7.8" 15.4" 31.3" 45.1' 70.5" 90.6" 125.4" 195.9" 282.1" 383.9" - - - 1" 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1" 156.4" 225.2" 306.6" 400.4" - - 134" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 123.9" 178.4" 242.8" 317.2" 401.4" - 134" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0" 50.1" 69.3" 108.2" 155.9" 212.2' 277.1" 350.7" 433.0" 2" 0.6" 3.5" 6.8" 13.9" 20.0" 31.2" 40.0" 55.4" 86.6" 124.7" 169.7" 221.7" 280.6" 346.4" 234" 0.5" 2.9" 5.6" 11.4" 16.5" 25.8" 33.1' 45.8" 71.5" 103.0" 140.2" 183.1" 231.8" 286.2' 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2" 27.2" 37.6" 58.8" 84.6" 115.2' 150.4" 190.4" 235.1" SYMBOLS O SYSTEMS RISER o RISE UP s DROP DN 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING \#01 HANGER TYPE AND o UPRIGHT HEAD OO PENDENT HEAD D SiDE WALL HEAD LEGEND OA UPRIGHT OVER PENDENT 25 PIPE SIZING 1 HYDRAULIC CALC NODE REVISK)N NUMBER 1p BRANCH LINE NUMBER LOCATICOM WELD TAG NUMBER DATE DESCRIPTr0N SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL#/ ESCUT CCNN. tit 31 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RC 49 2" Defaul 1 5 DRY PEND WHITE 160 5.6 1/2" 1/2 RELIABLE F3QR 7 Defaul 36 TOTAL HEADS ON 11-1I5 PROJECT d = 0.329 m /7/A OatmrTaw D A LLt A s (D -8")+B ' D 30" A: (D-203mm)+B ' D 762mm SFFIT FORM1 11_ /\ C?VC NOMINA SIZc MAX S°ACING inches (mm) 22 KM A n C i a. 311!7 (25.0) 6.0' (1.8) QR) 314' UV IMS 1M, 5111 1• 334...211/12 2" 1345 1 1114' „4511' 2353 13(14 41a 11/? 47/2P27/32 10.0' 1324 7 r 4741" 27/11 13114 • B LAZEMASTERO PIPE STR 13.5 (ASTM x442) -ANGOR VAC !NG NOMINA SIZc MAX S°ACING inches (mm) 'ee. (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 134" (32.0) 6.5' (2.0) 134" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 234" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) FILE CEPT D O Without Comments As Noted in Red • Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted Ftandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions cr revisions to these drawings after; this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection b' The Tukwila Fire Prevention Bur�eau. Date: � -I C - IC By: / ��"'N SI AXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SING( F HFAD ROOM AXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM Tr Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 I` r OWNER INFORMATION NAME RSVP REAL ESTATE, INC. ADDRESS 10900 NE 8TH ST, STE 1000 BELLEVUE, WA PHONE 206-244-1900 FIRE DEPT INFORMATION NAME TUKWiLA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA 98188 PHONE 425-081-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC 75 RESIDUAL 20 GPM 4856 MAIN SIZE 8" SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING INFORMATION SQ. FT. 4485 SQ.FT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 0042000131 1h' 4642$ 46th 5t, 5+ 46425 46th St Seattle, WA 98168 F E th'.H 10,1 311d' estoew Perk '+� Ij LC•Jr0' C ,.145}-Z2CCM * T:Ge tn- *X r' E 10 VICINITY MAP NO SCALE WASHINGTON STATE CERTIFICATE OF COMPETENCY RE PROTECTION SPRINKLER SYSTEMS dwin P. Cogar 295 -0499 -CG Level 3 orco Fire r•'io ORG ignature Date SIDHU 1OT #2 14811 46TH LANE S TUKWILLA, WA 98178 CONTRACTOR NORCO FIRE PROTETION, INC. N -11;KWILA FIRE DEPARTMENT' Piaast2 call 206-575-4407 and give this Fire ermit No, :Ihd exact 2dctr ss icor shut _.own or ri stor 'ionprove PAID JAN .i 1 TUKWILA FIRE PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N15005 APPROVAL TUKWILLA FIRE DRAWN BY SCALE ED COGAR 1/8" = 1'-0" DATE REVISED PLOTTED 1/12/15 FP o#1 S 313/71-I, ah/