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HomeMy WebLinkAboutPP - 3850 S 126TH ST - TIEN LE RESIDENCE - PERMITS AND PLANS3850 S 126TH ST ASSOCIATED PERMITS 16-5-158 D15-0157 4010IN 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** King Co. Assessor's Tax No.: 7340600540 Site Address: 3850 S 126TH ST, TUKWILA, WA 98168 Suite Number: Floor: Tenant Name: New Tenant? 111- Yes ❑ - No Property Owner's Name: Tien Le Mailing Address: 3850 S 126TH ST TUKWILA WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matthew Steele Day Telephone: 425-271-5598 Company Name: Moore Fire Protection Mailing Address: 14401 Issaquah -Hobart RD SE, Suite 201 Issaquah WA 98027 City State Zip E-mail Address: matthew(a)mooreflre.com Fax Number: 425-295-7188 Contractor's City of Tukwila Business License number: 601191141 Total number of new/relocated devices or sprinkler heads: 30 Valuation of Project (contractor's bid price): $ 7,950.00 Scope of Work (please provide detailed information): Install wet single riser 30 head automatic fire sprinkler system throughout the new single family residence per NFPA 13D. Moore Fire scope of work begins at the male threaded adapter left by plumber at the base of riser. DCVA is included my Moore Fire scope of work. 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 OWNER OR AUTHORIZED AGENT: Signature:.. te Print Name: Matthew Steele Plan Permit App.doc Date: 07-29-16 Day Telephone: '1 2� 27 �' 5-5-1g 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: NPP v � Fire Alarm: Type of Inspecto-tion: Poe if"r, Address:Contact Suite #: '% S _ /2.(0 87 Person: 77 Special Instructions: — T / sy NL t 6 Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: r R"J ,1'jr 4eP(1-/fAr /06-0.4)t e_ Monitor: 1 c'77t1Z- / t s . ? z- A 77-tr1'9- Permits: a4ven- if" e_op tr. ty 69A --1_4-z_ 4-peyi-evfift- 4 - 55VL- I Z)./6?/1,.i 3D s et- DF---4z-77A/4"77 v-� — T / sy NL t 6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c21.--- Date:'/Zg //.3-- Hrs.: $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 PERMIT PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:n'I Sprinklers: S A/&'YL_ Pi'vm , 7-- 1�72�Y O f3 L— / ,vi- ��� c,0. cifi.J ��- ate- Type of Inspection: Address: Suite #: ,3 gcb S . /2,,c. S Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: S A/&'YL_ Pi'vm , 7-- 1�72�Y O f3 L— / ,vi- ��� c,0. cifi.J ��- ate- Monitor: , Permits: gen if"I slit Ge041fl1e lDo��/i-�s. 4U- Irvsr�i, 4 rc.fr"i-4 n� 'n - / �% f � y p/"'�� //�-�v - �1 /4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 7,,h / 1- Hrs.: J $100.00 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 .P/s'-o(s� /6 — S -1C-€6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Monitor: Address: Suite #: 3$3u 5 . {i ��6 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f3 v&�E7' 0e fo 64 dead # 3d .54, /e72 S 4/1 116 to s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FM5-415-3 Date: l//36/1h Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ((o.—$- f PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project• , Type of nsp coon: 6- o ae-a--r fr3r—A._erxa=1 Address:,,/,__„..1Lec Suite #:3 C J - t Contact Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Off— V02 Occupancy Type: r frA(Ofl--0 — ok, (S 16q--&--7- r /1-1 t— /v L G� 7?) 5 C�iiti tvi a sir ' Pzovv i s 1-7-67,421 3 o s 2 < - ,h2- PrEvt-o-✓5 c -t t-6- -Tzar S 0-7 t D‘. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:fivi 5-4- 13 Date:(�/22n & Hrs.: $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 b15-- 0 1(-s-t�� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type Twl �� of Inspection: FL-Sr— Address: � ..6- �- Suite #: � U S. (7e s' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ' 3t/Old-e-7- 7-6-37-- Q 17- 674-1130 S EG az.%T- of 2 /-6679--D5 L6 5 m 5-6 //49&-?# - 3e/ T31 fit -- d _ 6rht5 - 6-7,, 7-_,04 2 -. /j D r9 -D D/ r76-7-4 41- KBD (iav bre SrM2s i,-./ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rh 5-4- / rni c3 Date: ti /9 i/ (o Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 r -AL FIRE PROTECTION TIEN LE RESIDECE NFPA 13D DESIGN 3850 S 126TH ST TUKWILA, WA 98168 HYDRAULIC CALCULATIONS & MATERIAL SPECIFICATIONS 14401 Issaquah -Hobart Rd. Suite 201 (425) 271-5598 State Contractor's License Issaquah, WA 98027 Fax: (425) 369-6899 # MOOREFP 116NP 111 Hydraulic Overview Job Number: TIEN LE RESIDENCE • Job Job Number TIEN LE RESIDENCE Design Engineer Anthony Baldonado Job Name: TIEN LE RESIDENCE Phone 425-271-5598 FAX 425-295-7188 Address 1 3850 S 126TH ST State Certification/License Number MOOREFP116NP Address TUKWILA, WA 98168 AHJ TUKWILA FIRE MARSHAL Address 3 Job Site/Building TIEN LE RESIDENCE System Derlsily 0.050gpm/ft2 Area of Application 648.00ft2 Most Demanding Sprinkler Data 4.9 K -Factor 16.97 at 12.000 Mose Streams 0.00 Coverage Per Sprinlder 324.00ft2 Number Of Sprinklers Calculated 2 System Pressure Deals. Syshm Fbw Demand 48.410 34.49 Total Demand + Pressure Result 34.49 @ 48.410 +46.071 (48.8%) Supplies Check Point Gauges Node Name Flow(opm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(opm) 13 Water Supply 2985.00 94.500 20.000 ^ - • • - ' • W INTOU STATE • • CERTIFIC*TE OF COMPETE n IFIRE PROTECTION SPER 5 rs 1 l: r. • Trac 1 885 179 -C Levet 3 M • • re F = Protection • • •R- P118NP , •nature n ENG_20160721_Tienl_DWG_FPbinder_working Water Supply at Node 13 (2985.00, 0.00, 94.500, 20.000) 1 M Pressure, psi D 8 8 8 8 8 8 o 8 8 f (uwuuIuuuuiIuwuitlimmIuuuutIuuwuIiiunuiluwiwIuwwiIuwuu Pressure 94.500 .MBtatic III 1!-• MI 4,49 @ 48.410 ystem demand curve 85.00 I@ 20.000 uuuwuuwn t u muni iiiwui 111111111 111111111 WU f$d 3000 4200 4800 5.400 6000 Water flow, gpm g6,, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 7/29/2016 1:38:11 PM Page 1 II f _Hydraulic Summary II Job Number: TIEN LE RESIDENCE Report Description: Residential Job Job Number : Design Engeoer TIEN LE RESIDENCE Anthony Baldonado Job Name: State CertiIi lio&License Number TIEN LE RESIDENCE MOOREFP116NP Address 1 ANJ 3850 S 126TH ST TUKWILA FIRE MARSHAL i - - Address 2 Job Slteaulding TUKWILA, WA98168 TIEN LE RESIDENCE Address 3 Drawing Nana ENG 20160721 Tien! DW GF P b i n d e r_working System Remote Area(s) Most Demanding S Data Occupancy 4.9 K -Factor 16.97 at 12.000 Residential Job Sufix Hose Allowance At Souse 0.00 ± Density 0.050gpm/ft2 Area of Application 648.00ft2 Additional Hose Supptes Node Flow(aom) Number Of Sprinkkrs Calculated 2 Coverage Per Sprinkler 324.00ft' AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 48.410 Total Hose Streams ww 0.00 r''ti.'. t System Flow Demand 34.49 ' rei Water Required (IndUJing Hose Allowance) '114;0 Maximum Pressure Unbalance In Loops , 0.000 •:7U, r Maximum Velocity Above Ground 13.41 between nodes 9 and 8 Maximum Velocity Under Ground if, .1 Volume capacity of Wet Pipes r 27.86ga1 •VoWrhe cepecaty*e Dry Pipes Supplies Node I Name Hose Flow Static (qpm) (psi) Residual Flow (psi) (qpm) Available Total Demand 1 Required (psi) (qpm) (psi) Safety Margin (psi) 13 1 Water Supply J 94.500 20.000 2985.00 94.481 34.49 i 48.410 46.071 Contractor Contractor Number Contac Name Contact Title Moore Fire ' Tracy V. Moore President I Name of Contractor. Phone Extension Moore Fire Protection ' 425-271-5598 Address 1 FAX 14401 Issaquah -Hobart Rd. SE ' 425-295-7188 Address HnelY—_-- Suite 201 tracyvmoore@moorefire.com Address 3 Web -Site Issaquah, WA 98027 www.moorefire.com M.E.P.CAD, Inc. "i AutoSPRINK® 12 v12.0.42.0 7/29/2016 1:38:16PM Page 2 Hydraulic Graph Job Number: TIEN LE RESIDENCE • Water Supply at Node 13 4M Pressure, psi o $ `b' Fi o 0 8 E 1111iiilIItIlIJIiiiIiiiiiii!it,,,,,lLIIIiiiiiiitIIiiii,,,,,h ,,,,,,IIIiiii_l__i_i_ifl Static Pressure 94.500 34.49@48.410 System demand curve 985.00 © 20.000 41.1 10 0-nommnun)i)u))))))) 'intim )))i)ill )))i))))) 111111111 111 11111 111111111 Ch00 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 13 Static: Pressure 94.500 ResiWoe'. Pressure 20.000 @ 2985.00 Available Pressure at Tlme of Test 94.481 @ 34.49 System oem.ac - — 48.410 @ 34.49 System Demand (Including Hwe Allowance ar Source) 48.410 @ 34.49 [dJ, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 7/29/2016 1:38:20PM Page 3 111 Summary Of Outflowing Devices Job Number: TIEN LE RESIDENCE Report Description: Residential Device Actual Flow (qpm) Minimum Flow K -Factor (qpm) 1 (K) Pressure (psi) c Sprinkler Sprinkler 101 16.97 102 17.52 c Most Demanding Sprinkler Data 16.97 16.97 4.9 1 12.000 4.9 1 12.780 (j, © M.E.P.CAD, Inc. wal AutoSPRINK®12 v12.0.42.0 7/29/2016 1:38:23PM Page 4 Node Analysis Job Number: TIEN LE RESIDENCE Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(qpm) 13 101 102 2 -3'-0 17'-2 17'-2 17'-8 17'-8 S S• r -12.000) 3 4 8'-7 8'-7 S. r -12.7801 T(5' -0i Tr(' -0) Tr11'- Jr T(5'-0) 48.410 34.49 12.000 12.780 T(5'-0), Tr(1-0) T(5'-0) 5 8'-7 T(5'-0) 12.856 13.013 19.584 16.97 17.52 20.584 21.217 6 5'-0 23.439 7 2'-6 BFP16.419) 31.558 8 1'-4 32.409 9 1'-0 T(2'-0), Tr(0'-6) 32.774 10 + 0'-6 BaIV(-0.000) 33.011 11 -3'-0 E(9'-0) 34.908 12 i -3'-0 WMA -2.629) 40.484 14 ; 8'-7 T(5'-0) 18.956 © M.E.P.CAD, Inc. L AutoSPRINK® 12 v12.0.42.0 7/29/2016 1:38:27PM Page 5 iiii Hydraulic Analysis \ Job Number: TIEN LE RESIDENCE Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings i Eq. Length Upstream ,Total Length Gib Route 1 DR 1.1010 16.97 5.72 150 0.050231 ] 13'-4 Pf 1.073 101 17-2 16.97 4.9 12.000 Sprinkler, 8'-0 1 17-8 12.856 E(7'-0), Tr(1'-0) 21'-4 Pe -0.217 Pv BL 1.1010 34.49 11.62 150 0.186476 0'-10 Pf 0.157 1 17'-8 17.52 12.856 Flow (q) from Route 2 2 17'-8 13.013 0'-10 iPv Pe BL 1.1010 16.69 5.62 150 0.048679 31'-1 Pf 2.633 2 17'-8 13.013 T(5'-0) 3 8'-7 19.584 Tr(1'-0), E(7'-0), 2T(5'-0) 23'-0 54'-1 Pe 3.938 Pv BL 1.1010 25.66 8.65 150 0.107863 4'-3 Pf 1.000 3 8'-7 8.97 19.584 Flow (q) from Route 3 4 8'-7 20.584 T(5'-0) 5'-0 9'-3 Pe Pv FR 1.1010 25.66 8.65 150 0.107863 0'-10'1A Pf 0.633 4 8'-7 20.584 5 8'-7 21.217 T(5'-0) 5'-0 5'-10% Pe Pv FR 1.1010 34.49 11.62 150 0.186476 3'-7 Pf 0.668 5 8'-7 8.83 21.217 Flow (q) from Route 4 6 6-0 23.439 3'-7 Pe 1.553 Pv FR 1.1370 34.49 10.90 120 0.240911 2'-6 Pf 7.026 6 5'-0 23.439 7 2'-6 31.558 f(-0.000), BFP(-6.419) 2'-6 Pe 1.093 Pv FR 1.0800 34.49 12.08 120 0.309482 _ 1'-1'/2 Pf 0.355 7 2'-6 31.558 8 1'-4 32.409 1'-1'% Pe 0.497 Pv FR 1.0250 34.49 13.41 150 0.264181 0'-4 Pf 0.220 8 1'-4 32.409 9 1'-0 32.774 Tr(0'-6) 0'-6 0'-10 Pe 0.145 Pv FR 1.5050 34.49 6.22 150 0.040693 J 0'-6 Pf 0.020 9 1'-0 32.774 10 0'-6 33.011 BaIV(-0.000) 0'-6 Pe 0.217 Pv FR 1.5980 34.49 5.52 150 0.030388 3'-6 Pf 0.380 10 0'-6 33.011 11 -3'-0 34.908 E(9'-0) 9'-0 12'-6 Pe 1.517 Pv BL 1.5980 34.49 5.52 150 0.030388 60'-0 Pf 5.576 11 -3'-0 34.908 12 -3'-0 40.484 cplg(1'-0), 4E(9'-0), WMV(-2.629) 37'-0 97'-0 Pe Pv BL 1.0250 34.49 13.41 150 0.264181 30'-0 Pf 7.925 12 -3'-0 40.484 13 -3'-0 48.410 Water Supply 30'-0 Pe Pv 0.00 Hose Allowance At Source 13 34.49 o Route 2 DR 1.1010 17.52 5.90 150 0.053243 0'-6 5'-0 5'-6 Pf 0.293 Pe -0.217 Pv 102 17'-2 17.52 4.9 12.780 Sprinkler, 1 17'-8 12.856 T(5'-0) o Route 3 BL 1.1010 17.80 6.00 150 0.054860 20'-6% Pf 2.005 Pe 3.938 Pv 2 17'-8 13.013 Tr(1'-0) 14 8'-7 18.956 3T(5'-0) 16'-0 36'x'/2 BL 1.1010 8.97 3.02 150 0.015428 30'-8 Pf 0.628 14 8'-7 18.956 3 8'-7 19.584 3Tr(1'-0), E(7'-0) 10'-0 Pe 40'-8 Pv o Route 4 BL 1.1010 8.83 2.98 150 0.015008 92'-7'% Pf 2.261 Pe Pv 14 8'-7 18.956 5 8'-7 21.217 7Tr(1-0), 3E(7'-0), 6T(5'-0) 58'-0 150'-7'/2 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter / = Factor Multiplying Factor 0.713 1.16 1.33 1.51 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 7/29/2016 1:38:30PM Page 6 1111 Hydraulic Analysis Job Number: TIEN LE RESIDENCE Report Description: Residential Pipe Type Diameter Flow Downstream Upstream Elevation Veloc Discharge K -Factor HWC Friction Loss Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE fig FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22% Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. dij AutoSPRINK® 12 v12.0.42.0 7/29/2016 1:38:30PM Page 7 Flow Diagram (Isometric View) Job Number: TIEN LE RESIDENCE Report Description: Residential M.E.P.CAD, Inc. dy AutoSP R IN K® 12 v12.0.42.0 7/29/2016 1:38:34PM Page 8 r li OPT BEDRM. CIELING 9'1 CIELING 81-1/8" RECRM. CIELING 91" DROP 1" X 9'-1" FROM FLOOR ABOVE STORAGE CIELING 91" DROP 1" X 9'-1" FROM FLOOR ABOVE LOWER FLOOR PLAN SCALE: 1/4" = 1' - 0" ROOF . UPPER FLR:>. UPPER FLOOR MAIN FLR.'',. MAIN FLOOR 10'-0" ,TIONAL VENTING IF LESS AN B' FROM PROP. LINE - )R -A -VENT RANI VENT" ROOF NTAKE NT 6TRIP 36• FROM )GEOFEAYE k 8O TVP. ROOF CONST. PER DETAIL6 N/ FT i -2Ai 4011,%.' 1110141111101111E 5/6" &i AT CELL 0 (1111F'9ON HA TIES 110104 AT EACI4 MISS roilb )NG 8HEATNING D NAILING PER P. WALL DETAI;. TO B' FRCt1 OPERTY LINE MN R-43 (2)3x6 TOP PLATES I/2" GM AT INTERIOR WALLS R -2I INSULATION SEE 2009 MEC • SWEET EC1 NO AS. PER NFPA 13D 8.3.2 (TYP). , OPT. LAUN. DOTTED LINE DENOTES MIN. DISTANCE FROM HEAT SOURCE TO pRD. TEMP. 'SPRINKLER L MASTER BATH SHOWER BEDROOM 2 BEDROOM 3 BONUS ROOM FAMILY RM. DEN I=1 'mit] DUCT. SPACE RECRM. r SHWR. UNI, 8'1-1M, OPT. LAUN. WASHER GARAGE COMPACTED FILL A LIST OF APPROVED PRODUCTS FOR USE WITH BLAZEMASTER CPVC PIPE IS INCLUDED WITH THE PRODUCT SPECIFICATIONS BOOKLET. FOR A COMPLETE AND UP-TO-DATE PRODUCT SEARCH, PLEASE GO ONLINE TO <http://www.Iubrizol.com/CPVC/ChemicalCompatibilityFinder.html> RISER LOCATION NEW 1" DOM/FIRE METER 1W POLY .UNDERGROUND SITE PLAN SCALE: NONE SCALE: NONE ACC O Without Comments ) As Noted in Re -r_? • Per The Attrichl i e er These plans have been reviewed by `i`ne Tukwila Fire ,ventlon Bureau for conformance 'rs'sth current City l;aards. Acceptance is subject to errors anti I:;sions'Which do not authorize vloiations of adopted +idards and ordinances, The 1•esdonsli'ility for the ., .: equacy of design 3' sts totally with tie . signer. idltions, deletion, or revisions to thew,' drawings after this date will void tne; acceptance and w14 require a resubmittal of ravine{' drawings for sub!Teweht approval, Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 2.' � % �' by: sl -� �►5 i( e 14-friCor w") <'iec-1-r►C b-elI. H 0'0 rev " . low Cb,. -c4cs-4- YttAu14R TUKWILA FL Pion tip, C`V`( L f! DEPARTMENT 575-0AO7 and it No. AHJ: TUKWILA FIRE MARSHAL 2016 ED. NFPA 13D STAND ALONE SYSTEM DESIGN MAX. RES. PENDENT HD. SPACING 18'-0" X 18'-0" 324 SQ.FT. PER HD. TOTAL MAX. 20'-0" X 20'-0' 400 SQ.FT. PER HD. TOTAL MAX. IN ROOMS WITH A SINGLE HEAD PARCEL NO. 734060-0540 LEGAL DESCRIPTION RIVERSIDE INTERURBAN TRS LESS STS NOTES: RESIDENTIAL SPRINKLERS ON THIS PROJECT ARE CALCULATED AT A MAXIMUM 18'-0" X 18'-0 SPACING IN ROOMS WITH TWO OR MORE HEADS, AND A MAXIMUM OF 20'-0" X 20'-0" SPACING IN ROOMS WITH A SINGLE HEAD. NO RESIDENTIAL SPRINKLERS ARE TO BE MORE THAN 9'-O" OFF ANY WALL IN ROOMS WITH TWO OR MORE HEADS, AND 10'-0" OFF ANY WALL IN ROOMS WITH A SINGLE HEAD. NO RESIDENTIAL SPRINKLERS IN THE SAME COMPARTMENT ARE TO BE MORE THAN 18'-0" APART MAXIMUM. NO RESIDENTIAL SPRINKLERS ARE TO BE CLOSER TOGETHER THAN 8'-0" MINIMUM. ALL CPVC PIPE IS TO BE SUPPORTED PER MANUFACTURERS SPECIFICATIONS AND IS TO BE SECURED TO PREVENT LATERAL MOVEMENT. PIPE IS TO BE SECURED TO PREVENT SPRINKLER HEAD MOVEMENT. ALL CPVC WET SYSTEM PIPING LOCATED IN ATTIC SPACES AND EXTERIOR WALLS SHALL BE PROTECTED FROM EXPOSURE TO FREEZING TEMPERATURES WITH BATT. TYPE INSULATION (MIN.R-7). INSULATION IS TO PROVIDE ADEQUATE PROTECTION ABOVE / OUTSIDETHE PIPING AND IS TO BE SECURED TO PREVENT THE ACCUMULATION OF INSULATION BETWEEN THE HEATED BUILDING CAVITY AND THE SPRINKLER PIPING. BLOWN IN TYPE INSULATION IS NOT ACCEPTABLE FOR THIS PURPOSE. ALL INSULATION AND ITS INSTALLATION IS TO BE BY OTHERS. MOORE FIRE PROTECTION'S WARRANTY OF WORK DOES NOT COVER ANY DAMAGE DUE TO FREEZE RELATED PROBLEMS. PIPING IS` TO BE MAINTAINED AT 40 DEG. MINIMUM AT ALL TIMES BY OTHERS. MOORE FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THE WATER BASED FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25. FIRE FLOW DATA PROVIDED BY WATER DISTRICT 125, CITY OF TUKWILA. STATIC PRESSURE IS 92 PSI AT 106' ELEVATION WITH 2985 GPM AT 20 PSI RESIDUAL. STATIC PRESSURE HAS BEEN ADJUSTED FOR THE 100 ELEVATION AT THE BASE OF THE RISER: 92 + (106- 100) X .433 = 94.5PSI. 8.3 LOCATION OF SPRINKLERS 8.3.1:: SPRINKLERS SHALL BE INSTALLED IN ALL AREAS WITH THE FOLLOWING EXCEPTIONS: 8.3.2: SPRINKLERS SHALL NOT 9E REQUIRED IN BATHROOMS OF 55 SQ.FT. AND LESS. 8.3.3: SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES 24 SQ.FT OR LESS AND THE WALLS AND CEILING ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS DEFINED IN NFPA-220: 8,3.4: SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8.3.5: SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, CRAWL SPACES, AND OTHER CONCEALED SPACES NOT USED OR INTENDED FOR LIVING PURPOSES. 8.3.6: SPRINKLERS SHALL NOT BE REQUIRED IN COVERED, UNHEATED PROJECTIONS OF THE BUILDING AT ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS ANOTHER MEANS OF EGRESS. 8.3.7: SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS OF 100 CUBIC FEET OR LESS WHERE THE FLOOR UNDER IS PROTECTED. 8.3.8: SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS WHERE THERE ARE NO DOORS OR UNPROTECTED PENETRATIONS INTO THE DWELLING UNIT. Parts Legend Key Note Size Description 1 1 Pipe, CPVC To Wet System 2 1 CPVC Male Adapter 3 1 Lansdale Residepctial Ready Riser Including - 1 Ball Valve for Drain - 1/4300# Pressure Gauge - 1 Waterflow Detector Wired by Others 4 1 0'-6" Pipe, Eddylite; (BMT) Steel Nipple 5 1 Apollo DC4A T T Double Check Valve 6 1 Plumber To Leave 1" Male Threaded Adaptor 7 TBD Domestic Supply to Control Valve (By Others) 8 11/2. Main Control Valve (By Others): PAD AUG -2 2016 TUKWILA FIRE ce- gee DRAWING NO. LL 0 Head Count o� 0 e -I 0 M 160DEG F TYCO LFII RES. QR. WHITE CONC. PEND. K=4.9 TOTAL HEADS THIS PAGE: TOTAL HEADS FOR PROJECT: C) co 'Q co1 O N. I Ce olLn CV Ce Lf Q -4' Ca u h.O E ON 5. 8 1 03 * L • Q. Ln O Q= cv. ' ' a. H tri!o cy: ti Q 7:1:9 d' tit u- z 7-1 1--1 O w C z 'ri C CL O LL UuJ 4; p 4.4X 1-1 Ln N N 0 iu A. BALDONADO LU Zc0 LUco ^^ rn Q H W~ Ce LLI 17; .J c4 N j w1-10 1 I DEC/ r / NO AS. PER NEPA 13D 8.3.4 (TYP). DROP - DROP 1" X 9'-1" TO FLOOR BELOW NOOK RISE 1" X 9'-1" TO FLOOR ABOVE DINING RM. DOTTED LINE DENOTES MIN. DISTANCE FROM HEAT SOURCE TO ORD. TEMP. SPRINKLER LIVING RM. DROP 1" X 9'-1" 0 FLOOR BELOW ENTRY OPEN TO ABOVE FAMILY RM. DO1TED LINE DENOTES MIN. DISTANCE FROM HEAT SOURCE TO ORD. TEMP. SPRINKLER // NO AS. PER NFPA 1.3D 8.3.2 (TYP). NO As. PER NEPA 13D 8.3.4 (TYP). / MAIN FLOOR PLAN SCALE: 1/4" = 1' - 07/ 10. -0 - DEN RISE 1" X 9'-1" TO FLOOR. ABOVE an_C: 0 0 AS. PER NEPA' 8.3.3 (TYP). RISER LOCATION SEE DETAIL THIS PAGE GARAGE 1 UNDERGROUND 11/2" POLY UNDERGROUND BY OTHERS OWNER TO MAINTAIN GARAGE ABOVE 40°F AT ALL TIMES. MST BEDROOM RISE 1" X 9'-1" FROM FLOOR BELOW JIJ 1 1 11 MASTER BATH BEDROOM 2 1 RISE 1" X 9'-1" FROM FLOOR BELOW / / / • AS. PER NFPA 8.3,3 (TYP). .- I AS. PER NFPA 13e 8,3.3 (TYP). 1 1 1 BEDROOM 3 BONUS ROOM UPPER FLOOR PLAN ixr_o" SCALE: 1/4" = 1' - C17,/ MIN. R-7 INSULATION BAIT. OVER PIPE AND SECURED TO ROOF TRUSS IF BLOWN IN INSULATION IS USED. ,--ts-6,41.41mosaleir Jposimmoofire- OvoimaelibmonemAmmallumbe .4-4744 SPRINKLER BRANCH LINE —--PENDANT SPRINKLER HEAD UNIT SPACE- TYP. ATTIC INSULATION DETAIL SCALE: NONE Hydraulic Information A OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpm/ft2 for 64B.00ft2 TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 34.49 TOTAL PRESSURE REQUIRED 48.410 BASE of RISER (gpm) 34.49 BASE of RISER (psi) 48.410 SAFETY MARGIN (psi) +46.071 (48.0%) CLOUD A DENOTES 2 MOST DEMANDING HEADS IN A SINGLE COMPARTMENT CALCULATED AT I8'-0" X 181-0" SPACING. CLOUD B DENOTES THE MOST REMOTE HEAD, CALCULATED AT 20`-0" X 201-0" SPACING, BUT IS LESS HYDRAULICALLY DEMANDING THAN CLOUD A. A FULL CALC REPORT FOR CLOUD 13 HAS NOT BEEN INCLUDED WITH THE CALC BOOK BUT IS AVAILABLE ON REQUEST Hydraulic Information 13 OCCUPANCY CLASSIFICATION Residential DENSITY 0.050g pm/ft2 for 400.00ft2 TOTAL HEADS FLOWING 1 K -FACTOR 4.9 TOTAL WATER REQUIRED 20.02 TOTAL PRESSURE REQUIRED 40.481 BASE of RISER (gpm) 20.02 BASE of RISER (psi) 40.481 SAFETY MARGIN (p_siL +54.012. (57:2%) MAXIMUM SUPPORT SPACING FOR CPVC PIPING PIPE SIZE FEET METER 3/4" 5-1/2 (1.7) 1" 6 (1.8) 1-1/4" 6-1/2 (2.0) 1-1/2" 7 (2.1) 2" 8 (2.4) Hanger No. 23. Pipe Strap Wood Screw #18 x 1.5" Pipe Wood Joist or Beam TYP.FIG #23 CPVC HANGER DETAIL SCALE: NONE Hanger FIG.# 28M Stand-off Pipe Hanger Pipe Wood Screw #18 x 11/2" Standoff Pipe Hanger Wood Joist, Beam or Deck TYP.FIG #28M CPVC HANGER DETAIL SCALE: NONE DRAWING NO. Revisions Head Count C:Y fn 160 DEG F TYCO LFII RES. QR. WHITE CONC. PEND. K=4.9 TOTAL HEADS THIS PAGE: TOTAL HEADS FOR PROJECT: State license co co t•-• Ln ,•-, In • E a • * 4 co " Ln 0 Li) 0 E g [3 0 C IT3 Ul c) It u_ z Ow , 0- Z :3 0 •r -I 1-1 z 0- 0 UUJ cu 4-I 0 ra E Parcel: 734060-0540 Scale: AS NOTED (▪ 1▪ 3 0 BALDONADO UJ ulz 0 LU 1- u u iz0 LLJ CI Lj < Cliii H. (...., ) 1 L1.1 CZ 1-