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HomeMy WebLinkAboutPP - 5003 S 114TH ST - KAM SINGH - PERMITS AND PLANS5003 S 114TH ST ASSOCIATED PERMITS 19-5-115 19-5-113 D18-0189 SITE LOCATION 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** Site Address: c00 �o ` S± Tenant Name: S'/ %a C M lac ScCh Property Owner's Name: Lt L King Co. Assessor's Tax No.: Suite Number: Floor: Mailing Address: 16 22 S S ' Crt- CONTACT PERSON -if there are questions about the submittal. Name: 1-C14)1A1 /Af c44 Company Name: New Tenant? ❑ - Yes ❑ - No City ga 31 State Zip Day Telephone: 6 Ci Z o g i 00 Mailing Address: 6 22- C S' lz Z 2 S -t- 'Ler t //�r�-�._ � Cc City State Zip % E-mail Address: �--'' � c. '- (' +� Fax Number: Contractor's City of Tukwila Business License number: NICET III number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ =lam d Scope of Work (please provide detailed information): M E'Q CA v\ v‘. 0 i1) Apa of. 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 WA$ �j�ON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ��jj++�� BUILDING OWNER OR AUTHORIZED AGENT: Signature. Print Name: 'KP1- S'((kP fr ::'i C 3 2019 TUKWILA FIRE Day Telephone Date: " I.s f? 4 2,c> god Plan Permit App.doc 8/22/14 TFD FP Form 8 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /�- s //r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: , / Ali'\ c)N9 Type of Inspection: C.--cv.e., Address:Contact Suite #: S"Co3 G it Lrfv‘ Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 7ea(4401/ A 01-/k--ji /Mx a .44( qc,r/ -We•A Permits: Occupancy Type: -Zil-e-ch// 2 /A ;ems /Ns�u-� -L, aC' 04- A4( S' ,i w C ,v_ vv /S '7-__-0etre_ -/: ltd czw 4 /Are' © (L. % CSavo_r ,q 2 Co+'rexe Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f,`' c3 Date: // / , ) Hrs.: Ji 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1))? -0)C.9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � 7.......Q..4Type of Inspe ion: Address: Suite #:J�- CO3 -�y� S (N.) ' 1 Contact Person: Special Instructions: Occupancy Type: Phone No.: riApproved per applicable codes. COMMENTS: rrections required prior to approval. cevor - r� A✓ceb 'ice 6e6 /J -c �r�e. � l4 Ca -r442" S� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `_...- S-3 Date: 6 oft/ Hrs.: yip $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 PAK RESIDENCE 5003 TUKWILA, WASHINGTON FILE NUMBER: N19052 DATE: 5/26/19 -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 @ 32.3 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 WASHINGTON *TATE • c*1mVICATE of coorarsoolr WWI PROTECTION EPEEo<l.ER sySnn� Edwin P. Cogan 1'1 4245449940 Nano rim - ftI' •rrd SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/31/2019 C:\HASS DATA\HASS\2019 CALCS\N19052 PAK RES 5003SDF.SDF JOB TITLE: N19052 PAK RES 5003 WATER SUPPLY ANALYSIS 80.0 70.0 60.0 G A 50.0 G E 40.0 P R E 30.0 S S 20.0 U R E 10.0 P 0.0 s i Static: 65.00 psi Resid: 63.00 psi Flow: 50.0 gpm LEGEND 1 E Available pressure 64.40 psi @ 26.0 gpm 2 I Required pressure 53.61 psi @ 26.0 gpm A. Source Supply Curve B. System Demand Curve -14.7 1 1 1 1 1 1 1 1 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/31/2019 C:\HASS DATA\HASS\2019 CALCS\N19052 PAK RES 5003SDF.SDF JOB TITLE: N19052 PAK RES 5003 NFPA WATER SUPPLY DATA SOURCE NODE TAG STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 65.0 63.0 50.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 1 2 3 4 5 6 7 8 9 10 W B C D E F A 31.0 31.0 29.4 29.4 19.4 19.4 19.4 19.4 9.4 9.4 0.0 0.0 0.0 0.0 2.0 2.0 0.0 K= 4.90 K= 4.90 SOURCE AVAIL. PRESS. (PSI) 64.4 TOTAL @ DEMAND (GPM) 26.0 GPM 0.0 GPM 0.0 GPM 26.0 GPM PRESSURE (PSI) 7.0 7.0 9.4 9.4 14.6 14.7 15.0 15.0 20.7 22.3 27.8 49.0 40.5 36.1 32.3 27.8 53.6 REQ'D PRESS. (PSI) 26.0 53.6 DISCHARGE NOTES (GPM) 13.0 13.0 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/31/2019 C:\HASS DATA\HASS\2019 CALCS\N19052 PAK RES 5003SDF.SDF JOB TITLE: N19052 PAK RES 5003 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 19.0 9.16 150 0.0 2 31.0 7.0 -12.3 4 1.000 19.00 0.0 1 31.0 7.0 0.7 1.101 28.16 0.000 0.0 Pipe: 2 3 2 29.4 31.0 4.90 9.4 7.0 13.0 Disch 0.7 1 13.7 Pipe: 3 0.0 13.7 2 4 29.4 9.4 -13.0 6 3 29.4 9.4 0.7 Pipe: 4 4 1 Pipe.: 5 5 4 Pipe: 6 6 3 29.4 31.0 19.4 29.4 19.4 29.4 4.90 9.4 7.0 0.0 14.6 9.4 0.0 14.7 9.4 13.0 Disch -0.7 12.3 12.3 1 0.7 3 13.0 13.7 2 -0.7 4 13.0 Pipe: 7 0.0 13.0 4 6 19.4 14.7 -12.6 8 5 19.4 14.6 0.4 Pipe: 8 7 6 19.4 19.4 0.0 15.0 14.7 0.4 5 13.0 3 13.4 Pipe: 9 0.0 12.6 5 7 19.4 15.0 -12.4 9 8 19.4 15.0 0.2 Pipe: 10 8 5 Pipe: 11 9 8 Pipe: 12 10 7 19.4 19.4 9.4 19.4 9.4 19.4 0.0 15.0 14.6 0.0 20.7 15.0 0.0 22.3 15.0 13.0 4 -0.4 6 12.6 0.0 12.4 5 12.4 0.2 8 13.6 6 13.6 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 36.0 26.0 36.0 19.0 19.0 25.0 5.0 11.5 5.0 27.5 55.0 12.91 150 36.00 48.91 0.034 46.67 150 26.00 72.67 0.000 24.17 150 36.00 60.17 0.028 11.00 150 19.00 30.00 0.031 11.54 150 19.00 30.54 0.031 37.04 150 25.00 62.04 0.000 6.50 150 5.00 11.50 0.032 26.83 150 11.50 38.33 0.000 8.00 150 5.00 13.00 0.029 19.79 150 27.50 47.29 0.028 34.21 150 55.00 89.21 0.033 2.3 0.7 1.7 0.0 0.0 0.0 2.4 0.7 1.7 5.3 4.3 0.9 5.3 4.3 0.9 0.0 0.0 0.0 0.4 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.4 5.7 4.3 1.3 7.3 4.3 3.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/31/2019 C:\HASS DATA\HASS\2019 CALCS\N19052 PAK RES 5003SDF.SDF JOB TITLE: N19052 PAK RES 5003 • • 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: 13 0.0 0.0 23.5 34.25 150 1.6 10 9.4 22.3 12.4 8 1.000 23.50 0.0 9 9.4 20.7 12.4 1.101 57.75 0.028 1.6 Pipe: 14 W 10 Pipe: 15 F W 0.0 9.4 2.0 0.0 0.0 27.8 22.3 0.0 27.8 27.8 12.4 9 13.6 7 26.0 0.0 26.0 10 26.0 Pipe: 16 0.0 E 2.0 32.3 26.0 W F 2.0 27.8 26.0 Pipe: 17 D E Pipe: 18 C D 0.0 2.0 0.0 0.0 0.0 36.1 32.3 0.0 40.5 36.1 0.0 26.0 F 26.0 0.0 26.0 E 26.0 Pipe: 19 0.0 B 0.0 49.0 26.0 D C 0.0 40.5 26.0 Pipe: 20 A B Source 0.0 0.0 53.6 26.0 C 0.0 49.0 26.0 NOTES (HASS): 8.5 1.000 1.101 1.000 1.101 3.88 150 8.50 12.38 0.111 8.00 150 0.00 8.00 0.111 Fixed Pressure Loss Device 4.5 psi, 26.0 gpm 1.000 2E: 4.7 0.998 1.500 1.610 12.00 150 4.74 16.74 0.178 250.00 150 0.00 250.00 0.017 Fixed Pressure Loss Device 8.5 psi, 26.0 gpm 1.000 T: 5.9 0.998 20.00 150 5.93 25.93 0.179 (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) 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 0.007 gpm and a maximum imbalance at any node of 0.112 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 20. (4) Items listed in bold print on the cover sheet 5.4 4.1 1.4 0.0 -0.9 0.9 3.9 0.9 3.0 4.3 0.0 4.3 4.6 0.0 4.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/31/2019 C:\HASS DATA\HASS\2019 CALCS\N19052 PAK RES 5003SDF.SDF JOB TITLE: N19052 PAK RES 5003 are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 64.18 psi with a flow of 30.95 gpm. (6) PIPE FITTINGS TABLE HASS 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 1.57 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 Tee 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) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 7'=2172" 6r-4172' 6'-6 1/2" 15 11" N 6'-7" 15-1 5'-51/2" FIRE SPRINKLER RISER LOC 6" ELECTRIC BEL% WIRING AND CONDUIT BY OJ8iR MSPRINKLER d LOWER FLOOR SPRINKLER PIPING PLAN CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PRESSURE PIPE SIZE inches Ambient Temperature During Cure Period 60'F' to 120'F 40'F to 59'F 0'F to 39'F 3/4" 45 min, 1.5 hr. 24 hr. 1" 45 min, 1.5 hr. 24 hr. 134" 1.5 hr. 18 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See Note 1 234" 8 hr. 72 hr. See Note 1 3" 8 hr. 72 hr. See Note 1 Note 1 For these sizes, the solvent cement can be applied at temperatures below 32'F, however, the sprinkler system temperature must be raised to a temperature of 32'F or above and allowed to cure per the above recommendations prior to pressure testing. PERMISSIBLE BENDING DEFLECTIONS SDR 13,5 (73T) (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" 125.4" .548 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1" 114" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 1 W' 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" 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" L2 D BLAZEMASTER® PIPE DIMENSIONS SDR 13.5 (ASTM F442) INCHES (MILLIMETERS) NOMINAL SIZE AVERAGE OD AVERAGE ID POUNDS/FT. 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) .418 134" (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 R-11 BAT MINIMUM SECURE INSULATION TO JOIST INSULATION TO SHEETROCK LEVEL -- CUT INSULATION TO PUSH DOWN BETWEEN JOIST INSULATION TO SHEETROCK LEVEL S ' 10' 12' 14' 16' 18' NOTES SECURE INSULATION TO JOIST' R-1 1 BAT MINIMUM PIPING PLAN t UPPER FLOOR SPRINKLER PIPING PLAN 1/8' -1'-0' ONMU{mON as A A Aa (D -8")+B ' D 30" A s (D-203mm)+B 6 D 762mm COMPOSITION ROOP LW S0" I LATER OVEN FELT ON 1R' 24/0 PLYUIOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 28 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. R909Z85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 1" CPVC ADAPTER 1" CPVC 1" STEEL PIPE 1" STEEL PIPE 1" STEEL PIPE 1" BACKFLOW DEVICE AMES 1" COPPER ADAPTER Finish Floor 0.1 1" GALV STEEL 90° ELECTRIC BELL WRING AND CONDUIT AND INSTALLATION TO BE BY OTHERS CENTRAL yy ((((pp1133 FD�OWAgqiF$TCL�EST/• (3) PRESSURE GHAUGE 4 SIGNS ON BODY DRAIN NORCO FIRE PROTECTION POINT OF CONNECTION DRAIN TO DISCHARGE OUTSIDE OF BUILDING 'COPPER UNE RISER DETAIL scale 1/2°=1'-O' CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PRESSURE PIPE SIZE inches Ambient Temperature During Cure Period 60'F to 120'F 40'F to 59'F O'F to 39'F 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 11A" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See Note 1 234" 8 hr. 72 hr. See Note 1 3" 8 hr. 72 hr. See Note 1 Note 1 For these sizes, the solvent cement can be applied at temperatures below 32'F, however, the sprinkler system temperature must be raised to a temperature of 32'F or above and allowed to, cure per the above recommendations prior to pressure testing. ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS (EXPRESSED IN EQUIVALENT FEET OF. PIPE) FITTING PIPE DIAMETER 3/4" 1" 1Y4" 1 1" 2" 2W' 3" TEE BRANCH 3 5 6 8 10 12 15 TEE 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 12 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. TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE inches SYSTEM PRESSURE < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 11/4" 16" 12" 134"-3" 24" 112" TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE INLINE SPRINKLER HEAD DROP TEE PIPE SIZE inches SYSTEM PRESSURE < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 134" 6' 5' 134"-3" 7' 7' AFCON 511 C.P.V.C. PIPE HANGER SIDE MOUNT MATERIAL: CARBON STEEL APPROVALS: UL AND CUL LISTED. FINISH: MIL. GALVANIZED, G-90 GOVERNMENT SPEC. C.P.V.0 PIPE SIZE A B C MAX. HANGER SPACING (FT) 3/4" 3 1/8" 19/16 13/16 51/2 1" ' 3 3/8" 1 11/16 1 3/16 6 11/4" 43/16" 23/32 13/16 61/2 1 1/2" 4 7/16" 2 7/32 1 3/16 7. 2" 4 7/8" 2 7/16 1 3/16 8 IIA 111V IA11.1IIfI1II11/111111 011jl{I1111'11 410000 0 I � 1, .1LI,I,LU11. IIIUIh YHrI 1.1 1::1474161,1`111'1.11.01717 ,1 1'1' 71111'11`1'1'1'1'1.1.19'111 rr14 e7 14171717171701101. 011'01`017 1'nl'1'r11/'Cl 1' TIY1'01101'1 / 1 r111'1'r1441 0 0110'441 I.I AYS' 13EIPROOM 4 M. BATH FLOOR CONSTRUCTION, 3/4' T4G PLYWOOD & -RLR GLUED 4 NAILED TO - (SEE FRAMING PLAN FOR SIZE AND SPACING) SEE FLOOR FRAMING PLAN R-38 141C114 13EN8R7 MBULATION ® FLOOR 6ARA6E KITCHEN PINING 2x ecREETIECGLE Without VENT BL c Noted 214' HOLES E - As N oted ._, T:11Et IIFE ME Per The ATt(1 I l AIR SPACE. These plans have been reviewed b7 .f'i!e T ukwila Fire ''-revention Bureau for conformance with currentCIty tandaris. Pcc�r S :rn Is subject in errors and " emissions which obi r;I: ;_Liatharije V;(:1 -t on$ of ? opted Ctandards and orrlirrInces. The responsibility for the :adequacy of desicr ~ rs totally with the desighpr, Additions, deierlo .. ;.evasions to these drawings afte this date wIli k. ,id r.,1 «cceptance and wi►i require a resubmitt of 1 drawings for subsequent approval. Final acceptor? . f 'To 't to field test and inspection by The Tukwtl ' Fire Preven!tior? Bureau. Date: (,- -I `1 B4+o /V ►�, SI ) § Nyder rev . 4 flow �it')31 v'C O ••000000000000••••••••••.•••••00 OO••••••••000•000••••••S00•000••• SOFFIT FORMULA INSULATION DOWN TO SHEETROCK LEVEL TENTING DETAIL A R-1 1 BAT MINIMUM 2" ATTIC JOIST INSULATION TO SHEETROCK LEVEL /-- e TENTINQ DETAIL B 2" ATTIC JOIST ••S•S•0000000000000000000000000000000 SHB1 HEADSET HANGER 2 HOLE OFFSET HANGER •••w••••••••••••00 O 000•••0000000.0000 O BUILDING SECTION A - !:/' / -1'-0' CPVC DROP P = 0.329 FIRE SPRINKLER CPVC DROP REVISIONS CEILING FIRE SPRINKLER SECURE AGAINST UPWARD MOVEMENT FLOOR ( CEILING REGREr4IION ROOM 4' BARS PER STRUGTI1RAL 2x6 FUSTUDSR: L kw GC, I' AIR SPACE BITI7'7INOU6 COATING 4' EARS PER STRUCTURAL 4' PERFORATED DRAM TILE 0U GRAVEL FILL 2-V CONTINUOUS BAR PER STRUCTURAL ASTM F442 CPVC BRANCHLI IE R-10 RIGID INSULATION 2x5 IS PLATE EXPANSION JOINT (TYP.) FLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER MAXIMUM SPACING OF HEADS TO BE 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 SPRINKLER SYMBOLS e SYMBOLS SYSTEMS RISER RISE UP DROP DN 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING \#01 HANGER TYPE AND LOCATIO 0 UPRIGHT HEAD Oo PENDENT HEAD D SIDE WALL HEAD LEGEND 06 UPRIGHT OVER PENDENT' 25 PIPE SIZING HYDRAULIC CALC NODE REVISION NUMBER Q BRANCH LINE NUMBER NriNT> WELD TAG NUMBER DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG, MODEL* ESCUT CONN, til 26 CONCEALED WHITE 160 4,9 1/2' 7/16 RELIABLE RC 49 (2.1) Defaul (w) 3 DRY PEND WHITE 160. 5,6 1' 1/2 - RELIABLE F3QR (3.0) Defaul 35 TOTAL HEADS ON THIS PROJECT BUILDING SECTION 9/8".V-0" FLOOR r SECURE AGAINST UPWARD MOVEMENT BRANCHLI42 NE CPVC CEILING FLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER b STEEL PIPE 11111 BLAZEMASTER® PIPE SDR 13.5 (ASTM F442) HANGER SPACING NOMINAL SIZE MAX SPACING inches (mm) feet (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 134" (32.0) 8.5' (2.0) 1334" (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) L0NE1 FI-00?C: 901 SQ: FT. MAIN F1 -00/c.: 849 SQ_ FT. UPPE1 FLOOr 1031 SGZ_ FT_ TO 1 AI-- 2181 S. FT. SAr ASE: 312 SQ- F r_ PO(CH (FI'CoN r): 32 S. FT_ Por\GH (7\-E/6\?;.): 93 SQ_ F r. TU 4d'I LA FIRE DEPARTMENT Please cell 206-575-4407 and give this i' -ire Permit No. /q -S-/ I and exact 'address for shut- down or restoration approval. BLAZEMASTER! CPVC EMALE ADAPTER BACKFLOW ASSEMBLY REQUIRED IS PER STATE PLUMBING CODE BACKFLOW ASSEMBLY IS REQUIRED BY WATER DEPARTMET NOT FIRE DEPARTMENT AND IS PART OF THE POTABLE WATER SYSTEM PERMITING AND INSTALLATION AND TESTING TO BE DONE BY OTHERS ORCO Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 OWNER INFORMATION NAME KAM SINGH ADDRESS 5003 S 114TH ST TUKWILA, WASHINGTON PHONE 425-481-8827 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA 98188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC 65 RESIDUAL 63 GPM 50 MAIN SIZE 8" SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING INFORMATION SQ. FT. ' 3153SQ.FT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 334840-0975 VICINITY MAP WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PIIOTECTION SPRINKLER SYSTEM Edwin P. Cool'CO 42954)499 -CG Level r Norco Fire Prooepction, Inc, ' ,7 fr.. N NORCOJO! '` ` i j mature KAM SINGH 5003 S 114TH ST y0,0 -°I10° TUKWILLA, WA 98178 CONTRACTOR: NORCO FIRE PROTETION, INC. t414:8-30-119 ,n3 119 TUKWI . ,sy Fl //7 r PIPING PLAN AREA 1 E PERMIT NO. CONTRACT NO. N18061 APPROVAL TUKWILLA FIRE DRAWN BY ED COGAR SCALE 1/6" = 1'-O" DATE 7/14/18 REVISED PLOTTED FP1of1