Loading...
HomeMy WebLinkAboutPP - 5150 S 172ND LN - SKY LOT - PERMITS AND PLANS15-S-129 5150 S 172ND LN ASSOCIATED PERMITS D15-0021 4434*A1"1444 SITE LOCATION Site Address: 1 J / T12/ V D Lf ni Suite Number: Floor: Tenant Name: vl NCS — LIDT. Property Owner's Name: H S l L, J L) 7 j CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: /2 L 2 2O New Tenant? ❑ - Yes ❑ - No Mailing Address: City State Zip CONTACT PERSON-if(e)(1/97(._ there are questions about the submittal. Name: f Company Name:r- l / & P/e4 f Q'V /Air Mailing Address: PO bX 3113 4/1.A4UVRLPcty E-mail Address: fisOrr(Ar.;/7C,Q6/(e/72 Fax Number: Day Telephone: Contractor's City of Tukwila Business License number: 1 Total number of new/relocated devices or sprinkler heads: )-`/ 4'n Valuation of Project (contractor's bid price): $ 7(.118v /V Scope of Work (please provide detailed information): �ct3 / 9 Zis nrrn 1 At pa2 Air --,19 /3D g PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN ' O ' HORIZED AGENT: Signature: /41,✓J rot, Print Name: c_ J' Plan Permit App.doc Date: Day Telephone: 12$ 4/ 37 7zes-1) 8!22!14 TFD FP Form 8 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /SSS - /Z Dr �- oo zi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 7)1 itI Sprinklers: Type o Inspection 4/40 7,49/7.4- rs Address: `pt Conta Perso Suite #: 10 Special Instructions: ./ .4' s / 7,4/4 Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: &,er- 0/Z. 4/0 Ski ------- 0/e - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7Z,.. �C-? Date: RA/,y- Hrs.: aZe 0 $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 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 129 0/5-4D2) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C J i i�1 '1 f /dul -t-e5 ` qr S51 Type of Ins f ction: sem�!' i 4 " ... c7'V-'/ �'2 ricta / Address: n Suite #: �/S�� /72 r� lo�'t� Cofftact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f /dul -t-e5 ` qr S51 Sprinklers: Yes S t t 1(la/ f7 ,/ - oK r--fre, eele, i - 0/e - Monitor: Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: It , Sprinklers: Yes Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectoFety f 5' Li Date: tiho/ h Hrs.: j $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 SINGH —SKY LOT 6 TUKWILLA, WASHINGTON FILE NUMBER: N15053 DATE: 08/12/15 -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): 26.0 gpm FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 25.5 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 WASH/NOTOXSTATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Edwin P. Cogar 4295-0499- a Lev 3 Norco Fi NO 7 Signature SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/18/2015 C:\HASS\DATA\2015 CALCS\N15053 SINGH SKY LOT 6.SDF JOB TITLE: N15053 SINGH -SKY LOT 6 WATER SUPPLY ANALYSIS E 04 0.1 0 0 In 0 w 0. o 0 • ch N Static: 75.00 psi Resid: N N 0 0 1 1 1 O 0 O O O 0 0 0 O O O O 0 O O O co r- l0 if) d' cn N .-1 (7 FC 0 w a a w cn cn 0 a w -- 0. u) -r1 -- O O • • Q' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/18/2015 C:\HASS\DATA\2015 CALCS\N15053 SINGH SKY LOT 6.SDF JOB TITLE: N15053 SINGH -SKY LOT 6 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 73.0 50.0 74.4 26.0 42.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.1 13.0 2 19.4 - - - - 7.3 3 19.4 7.6 4 19.0 K= 4.90 7.0 13.0 5 19.4 7.3 6 19.4 7.7 7 9.4 13.1 8 9.4 12.7 9 9.4 13.8 W 9.4 17.0 B 0.0 40.0 C 0.0 31.5 D 0.0 29.8 E 2.0 25.5 F 2.0 21.0 A 0.0 SOURCE 42.9 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/18/2015 C:\HASS\DATA\2015 CALCS\N15053 SINGH SKY LOT 6.SDF JOB TITLE: N15053 SINGH -SKY LOT 6 NFPA PIPE DATA Pipe Tag K-fac Add F1 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 2 19.4 7.3 0.0 1.000 1 19.0 7.1 13.0 1.101 5.0 9.38 150 5.00 14.38 0.031 0.3 0.2 0.4 Pipe: 2 0.0 0.9 5 5.0 3.79 150 0.3 3 19.4 7.6 13.0 1 1.000 5.00 0.0 2 19.4 7.3 14.0 1.101 8.79 0.035 0.3 Pipe: 3 0.0 14.0 2 29.5 79.88 150 0.0 6 19.4 7.7 -13.5 8 1.000 29.50 0.0 3 19.4 7.6 0.5 1.101 109.38 0.000 0.0 Pipe: 4 0.0 0.0 5.0 7.29 150 0.3 6 19.4 7.7 12.1 1.000 5.00 0.0 5 19.4 7.3 12.1 1.101 12.29 0.027 0.3 Pipe: 5 4.90 13.0 Disch 5.0 10.04 150 0.3 5 19.4 7.3 0.0 1.000 5.00 0.2 4 19.0 7.0 13.0 1.101 15.04 0.031 0.5 Pipe: 6 0.0 0.0 18.0 38.45 150 0.0 2 19.4 7.3 0.9 1.000 18.00 0.0 5 19.4 7.3 0.9 1.101 56.45 0.000 0.0 Pipe: 7 0.0 14.0 2 12.0 11.12 150 5.1 8 9.4 12.7 -0.5 6 1.000 12.00 -4.3 3 19.4 7.6 13.5 1.101 23.12 0.033 0.8 Pipe: 8 0.0 12.1 5 17.0 22.07 150 5.5 7 9.4 13.1 0.5 3 1.000 17.00 -4.3 6 19.4 7.7 12.5 1.101 39.07 0.029 1.1 Pipe: 9 0.0 6.0 8 6.5 5.12 150 0.7 9 9.4 13.8 12.5 6 1.000 6.50 0.0 7 9.4 13.1 18.5 1.101 11.62 0.059 0.7 Pipe: 10 0.0 13.5 3 13.0 37.41 150 0.4 7 9.4 13.1 -7.5 9 1.000 13.00 0.0 8 9.4 12.7 6.0 1.101 50.41 0.007 0.4 Pipe: 11 0.0 13.5 3 35.0 59.41 150 1.1 9 9.4 13.8 -6.0 7 1.000 35.00 0.0 8 9.4 12.7 7.5 1.101 94.41 0.011 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/18/2015 C:\HASS\DATA\2015 CALCS\N15053 SINGH SKY LOT 6.SDF JOB TITLE: N15053 SINGH -SKY LOT 6 Pipe Tag K-fac Add F1 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 W 9 Pipe: 13 F W 9.4 9.4 2.0 9.4 0.0 17.0 13.8 0.0 21.0 17.0 Pipe: 14 E 2.0 25.5 F 2.0 21.0 Pipe: 15 D E Pipe: 16 C D Pipe: 17 B C Pipe: 18 A B 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTES (HASS): 0.0 29.8 25.5 0.0 31.5 29.8 40.0 31.5 Source 42.9 40.0 7.5 8 18.5 7 26.0 0.0 26.0 9 26.0 0.0 26.0 W 26.0 0.0 26.0 F 26.0 0.0 26.0 E 26.0 0.0 26.0 D 26.0 0.0 26.0 C 26.0 21.0 1.000 1.101 1.000 1.101 8.33 150 21.00 29.33 0.111 7.00 150 0.00 7.00 0.111 Fixed Pressure Loss Device 4.5 psi, 26.0 gpm 1.000 3E: 7.1 0.998 1.500 1.610 12.00 150 7.11 19.11 0.179 100.00 150 0.00 100.00 0.017 Fixed Pressure Loss Device 8.5 psi, 26.0 gpm 1.000 T: 5.9 0.998 10.00 150 5.93 15.93 0.179 (1) Calculations were performed by the HASS 8.5 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 0.002 gpm and a maximum imbalance at any node of 0.035 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet 3.2 0.0 3.2 4.0 - 3.2 0.8 4.3 - 0.9 3.4 1.7 0.0 1.7 2.8 0.0 2.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/18/2015 C:\HASS\DATA\2015 CALCS\N15053 SINGH SKY LOT 6.SDF JOB TITLE: N15053 SINGH -SKY LOT 6 are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 73.59 psi compared to the minimum required pressure of 20.00 psi. (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 ChkVly BfyVly GatV1v 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 ChkVly BfyVly GatVly 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 7'-9" 14'-10 1/2" 10'-111!2" 11'-81/2" 3,-8" FAMILY ROOM Int FIRE SPRIN STAIRS LER RISER LOC j TION 2� 6'101/2" OPEN TO ABOVE © Without Comments J( As Noted in Ret o Per The Attached Letter These plans haive Peen reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Accept=ance is subject to errors and omissions whlC . not >>..thdr_ize violations Of adopted standards and o nc,=s. The responsibility for the adequacy of : e ;. LtaII wItfl the des! ner. Aida on r to these Ctra',"Jing' cit c.i this date vvlP air'':ptance and will require a resubmitt or :'a f) c'r eyuel-it a pprc'vE i Final accept n,:-.:.: it io test and inspection by The Tukwila Fir & . air t.:_ {u: -eau. Date: k- -f A 1 3F l�7ciro rev;l' C1,14.4-) r>=171.-eA . A.IKWILA FIRE Y DEPARTMENT 'lease! ca 206-575-4407 and Jive tills Fire Permit No. ind Vic: for shut town or resbcfAion approval. 2 X TRUSS OF ROOF PRAWN R-38 ATTIC MIAMI DF mum 2x6" BONN 1REA1m PUTS 1D' x 9i Awn BOLTS Y ENDEMENT 6" ELECTRIC BELL WIRING AND CONDUIT BY OTHERS MAIN FLOOR SPRINKLER PIPING 6'101/2" SCALE 1!S* 'I O ENGINEERED TRUSSES 024 0.C. BY SECURE AGAINST UPWARD MOVEMENT ASTM F442. C PVC BRANCI IL�rNNE FLOOR CEILING FLOOR JOISTS rIRC SPRINKLER *Nsr INTERNATIONAL APPROVED rOR LSE WITII POTABLE WATER SECURE AGAINST UPWARD MOVEMENT BSTRRANi4L�1EC PVC FLOOR JOISTS FIRE SPRINKLER *NSr INTERNATIONAL APP.ROVCD rOR LSE WITII POTABLE WATER STEEL PIPE DISI 0212 TLE ROOF 124 SIRAPFIN. BUONO PAPER. MOM CORP MIMED GRADE W.I.C. BEDROOM -3 M.BATH SZE COERCED BY MONO VITIDO SRS 224 i 12.04-1.. BEDROOM-2 s Q FAMILY ROOM 12' dD61S GR WE - OF T,LL AS NOTED BY DOWER ils ,Af�,Ap, i', 4 ► 44► A 1. TIL FtYCGO TILL .ASIS II/ CROSS MD= OR MOM, KITCHEN W. Mt WAR CCNSTR JCTI I. � RCM NW SDINO a sn or MC. R9 BATT NSLA1 N Jr GYPSUM BOW =MEM Cp* -BOAATas BMW p11 XI ICK m+C. MALJ.� GRAN TIE 4} N 43" O.0 RACK YAPCR RIMIER 2221 0011 FINISHED GRADE nitiW - fW 1) N CCNDAIOUS PLANOANW REBAR SECTION A SCALE:1/4"-1' B LAZEMASTERm CPVC EMALE ADAPTER 6.53 A warning sign, , with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: UPPER FLOOR SPRINKLER PIPING SCALE 1fP-LSC Scc TA9 c 4c OW COR N.,M99R Oc-ANGcRS RcO.,IRc) ASTM 9442 C WC 9RANC- INc* MINIMUM ALLOWABLE IIANGERS Dc4 cNGT- Oc DIDC DIDC SIZc inches pipe eng,h 1 -anger 2 -angers 3 -angers 3/4" 0.-0" TO 5'-6" 5'-7- TO 11'-O" 11'-1" TO 16'-6" 1" 0'-0" TO 6'-O" 6'-1" TO 12'-O" 12'-1" TD 1b' -o" 144" O'-0" TO 6'-6" s'-7- To f3' -O" 13'-l" TO 19'-6" 134" 0'-0" TO 7'-0" 7-1" TO 14'-0" 14'-1" TO 21'-0" 2" 0'-0" TO 8'-0" 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'-O" 20'-1" TO 30'-0" "NSC INTcRNATIONA ADDROVc) COR .,Sc WIT- DOTA9 c WATcR ALLOWANCE rOR FRICTION LOSS IN CPVC FITTINGS (EXPRESSED IN EQUIVALENT FEET or PIPE) FITTING PIPE DIAMETER 3/4" 1" 134" 1W' 2" 2W' 3" TCC B RANC I I 3 5 6 8 10 12 15 TEC RUN 1 1 1 1 1 2 2 ELBOW 90' 7 7 8 9 11 12 13 ELBOW 45' 1 1 2 2 2 3 4 COUPLING 1 1 1 1 1 2 2 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. BLAZEMASTERe PIPE DIMENSIONS S)R 13.5 (ASTM 9442) INC-cS (MI IMr"FRS) NOMINA SIZc AVcRAGc O) AVcRAGc 0 DO.,N)S/°T. 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 1344" (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 DID -ANG9R (C 0Sc TO Tcc) K C 9 ING clRc SDRINK cR ASTM 9442 C DVC 4RANC- IN 91 Woo) .AISTS * NSc INTeRNATIONA ADDROV") COR .,Sc WiT- DOTA9 9 WATER RISER DETAIL rIRC SPRINKLER CPVC DROP 1 C OILING MAXIMUM SPACING OF HEADS TO 1 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM FIRE SPRINKLER TABLE 1 MAXIM.,M S.,DDORT SDACING )ISTANCc cN) INC SDRINK cR -rA) )ROD c 90W DiDC SIZc inches SYSTcM DRcSS.,Rc < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 1%" 16" 12" 134"-3" 24" 12" TABLE 2 MAXIM.,M S.,DDORT S°ACING )ISTANCc IN INc SDRINK cR -cA) )ROP Tcc DIDC SIZc inches Ambien. Tempera, ire ,ring C Are period SYSTcM DRcSS..Rc < 100 psi > 100 psi 3/4" 1.5 hr. 4' 3' 1" 1.5 hr. 5' 4' 134" 16 hr. 6' 5' 134"-3" 16 hr. 7' 7' GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 2010 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 requh'ements. This is for fill inc 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 NA4.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. CURE TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM.,M) TcST °RcSS.,Rc DID ' SIZc inches Ambien. Tempera, ire ,ring C Are period 60'c .o 120'c 40'c ,o 59'c 0'c .o 39'c 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. 1344" 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 or .hese sizes, ,he solven, cemen, can be applied a, .empera,res below 3TC, however, ..he sprinkler sys.em ,empera. re m is, be raised .o a ,empera.ire o' 32'c or above and allowed .o cre per .he above recommenda,ions prior .o press ire .es.ing. CLRC TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM.,M) TcST DRcSS.,Rc DIDC SIZc inches , Ambien. Tempera..we ) ring C ire °eriod 60'c ,o 120'c 40'c ,o 59'c 0'c ,0 39'c 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 2344" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No,e 1 No.e 1 Cor ,hese sizes, ,he solven. cemen. can be applied a. .empera.res below 32C, however, .he sprinkler sys.em .empera,Ire mis, be raised ,o a .empera,re o' 32'r or above and allowed ,o cre per .he above recommendajons prior .o press ire .es,ing. PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'r) (ONE END RESTRAINED) PIPE SIZE inches LENGTH OF RUN (L) IN FEET 2' 5' 7' 10' 12 15' 17' 20' 3/4" 1.3" 7.8" 15.4" 31.3" 45.1" 70.5" 90.6" 125.44 1 " 1" 1.0" 6.3" 12.3" 25.0'" 36.0" 56.3" 72.3" 100.1 " 134- 34" 0.9" s_o" 9 7 1 s_13'' 28.5" 44.6" 57.3" 79.3" 13i" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0 50.1" 69.3. 2" 0.6" 3.6" 6.8" 13.9" 20.0" 31.2" 40.0" 55.4" 23" 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" L2 d = 0.329 l aenelcroN D of 4 A a (D -8")+B t D 30" A: (D-203mm)+B f D 762mm SOFFIT FORMULA 11621121ALt cozen ffiaz AYisiLANDCnLL12121 L FINISH: MIG. GALVANIZED, G -H GOVERNMENT SPEC C.P.Y.0 PIPS CCM A II C LUZ. ? .. On " 9112" 14/1* 1911* 5111 1" S91' 111/1* 194* * 11" 417023M (2.0) 1945 ism 1111" 47/x' 171 12/4* 7 2" 474"' 27/1* 1911* $ B LAZEMASTERO PIPE S)R 13.5 (ASTM 9442) -ANG°R SoACING NOMINA SIZc MAX SDACING inches (mm) 'se, (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 134" (32.0) 6.5' (2.0) 1344" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 2)4" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F) (ONE END RESTRAINED) DDC sac inches LENGTH or 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" d = 0.329 OWNER INFORMATION NAME HARRY SINGH ADDRESS 4645 S 148TH ST TUKWILLA, WA 98178 PHONE 425-766-2500 FIRE DEPT INFORMATION NAME TUKWJLA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA 98188 PHONE 425481--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. 3702 SQ.PT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 81250; 39 r VICINITY MAP NO SCALE WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Edwin P. Cogar 4295-0499-� ev•' Norco Fi.�, NOR01+. t. 5 i REVISIONS 8' 10' 12' 14' 16' 18' SYMBOLS 0 SYSTEMS RiSER o RISE UP • DROP DN 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING \#01 HANGER TYPE AND LOCAT O UPRIGHT HEAD Q PENDENT HEAD D SIDE WALL HEAD LEGEND 02 UPRIGHT OVER PENDCNT 25 PIPE SIZING HYDRAULIC CALC NODE 1 REVISION NU ER E BRANCH LINE NUMBER L� WELD TAG NUMBER SPRINKLER SYMBOLS SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. LSI 22 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RC 49 Defaul /I 4 DRY PEND WHITE 160 5.6 1" 1/2" RELIABLE F3 QR Defaul 26 TOTAL HEADS ON THIS PROJECT ORCO Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 SINGH - SKY LOT 6 -573 S 172ND LANE TUKWILA, WASHINGTON CONTRACTOR" NORCO FIRE PROTETION, INC. PAID AUt 182015 PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N15053 APPROVAL TUKWILLA FIRE DRAWN BY ED COGAR SCALE 1/8" = 1'-0" DATE 8/10/15 TUKWILA FIRE REVISED PLOTTED FF' 1of1