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HomeMy WebLinkAboutPP - 4807 S 136TH ST - MACADAM LOT 3 - PERMITS AND PLANS4807 S 136TH ST ASSOCIATED PERMITS 17-5-149 D17-0068 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.: 1523049313 Site Address: 4807 S . 136th ST Tukwila, WA 98168 Suite Number: Floor: Tenant Name: CARY LANG CONSTRUCTION INC 759999 New Tenant? ❑x - Yes ❑ - No Property Owner's Name: CARY LANG CONSTRUCTION INC 759999 Mailing Address: 29815 2 4TH AVE SW FEDERAL WAY WA 98023 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ANTHONY FURR Day Telephone: 253-840-9900 Company Name: RED HAWK FIRE PROTECTION LLC. Mailing Address: 801 VALLEY AVE NW SUITE D PUYALLUP WA 98371 ANT . COM City State Zip E-mail Address: Fax Number: NICET III number: RED HAHF 9 0 QP Contractor's City of Tukwila BUS -0997549 Business License number: Total number of new/relocated devices or sprinkler heads: 29 NEW SPRINKLER HEADS Valuation of Project (contractor's bid price): $ 6500 Scope of Work (please provide detailed information): Installation of an Automatic Fire Sprinkler System in a new single family residence, 29 heads, flow through design 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: Date: Print Name: H r1-41 ory FL; ty- Day Telephone: 9?0,0 Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit " /-0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type Z of Inspection: ittT___7-r Hood & Duct: Address: Suite #: 0 % fa- 3Z C ntact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: a -7W/ % Hrs.: 1 $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 NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: AticterritThz( Sprinklers: Type of Inspection: Address: 2,421 Suite #: ¢ 7 $ % �j7" Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: O1L 4e aver Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: JA ./4 Date: 41///) -7 Hrs.: / - 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Di1 -tea PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: kinitil? Sprinklers: Type of Inspectio i:dra Address: Suite #: j'0% 5, (3b 5, - Contact Person: " Special Instructions: Occupancy Type: Phone No.: 14#.Approved per applicable codes. Corrections required prior to approval. COMMENTS: vv Ass fr-0 0.171 c7-1 5Ve eamval, //re -/- /wry- /4174 /04k7vs swie tai ,c7274e,-/.1/ks_e ce-441, /1'& fr.//et Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: We„, ',7c7 Date:y7/�/'7 Hrs.: 2, a / $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 Hydraulic Calculations for Project Name: MACADAM LOT 3 Location: 4807 S. 136th St, , Tukwila, WA 98168 Drawing Name: Macadam Lot3 Floorplans Design Remote Area Number: 1 Remote Area Location: Playroom Occupancy Classification: Residential Commodity Classification: House 13D Density: 0.050gpm/ft2 Area of Application: 900.00ft2 (Actual 222.52ft2) Coverage per Sprinkler: 324.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 Calculation Date: 7/19/2017 Type of System: Wet Volume of Dry or PreAction System: N/A In -rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 34.25 @ 52.098 Water Supply Information: Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 1002 N. MERIDIAN, SUITE 100, BOX 227, Phone Number: 253-840-9900 Name of designer: Authority Having Jurisdiction: Notes: Anthony Furr U. L&© M.E.P.CAD, Inc. ' AutoSPRINK® 12 v12.0.61.0 1 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Red Hawk Fire Protection, L.L.C. REDHAHFQP Ign 07/20/2017 Oats 7/19/2017 9:06:09AM Page 1 oul avad 3 IN 0'VJ 0'I.91'ZI•A Z6 ®>INRIdSoln`d MO L:90:6 L L OZ/6 6/L 0 0 0 w 0 Pressure - psi CTI 0 0 0 0) 0 0 0 0 11111 II I111[11Il 111111111 1111111 n II a III1I 111111111 11l u l It 111111111 111111111 111111111 I System deman< T4.25@52.09 assure 75. 'ailable Su k25 @ 67. -o _o _o z/Z 0 N o O 0 0 Water Supply Summary Sheet Node: 1 :JegwnN easy elowaj LI.0Z/64/L :elea E 10i i'wa`davw :aweN qor cul avad 31/1 Jt O'69'0'Z6A Zl ®NNNdSolny O a 3 INVO 1:90:6 L IOZ/61•/L O) O co O O N O O 0) O O 0 N O O O O N O O Pressure - psi 8 N 0 O 0 O co O co O 0 O II II IIIIIIIII Illllilll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII lllilllll IIIIIIIII Illllllil System demand curve 34.25 @ 33.463 essure 75 iailable Su / - ___-__ O OOOIVOOOO Gauge 1 Summary Sheet :aagwnN eaay alowe L 60Z/61•/L :oleo E 101 WVCIVOVW :aweN qof Summary Of Outflowing Devices Job Number: 1 Report Description: Residential (1) Device Actual Flow (qpm) Minimum Flow (4pm) K -Factor (K) Pressure (psi) Density (qpmpft2) Sprinkler 101 17.25 17.00 4.9 12.399 0.053gpm/ft' c Sprinkler 102 17.00 17.00 4.9 12.037 0.052gpm/ft' c Most Demanding Sprinkler Data [A, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 7/19/2017 9:06:11AM Page 4 Job Name: MACADAM LOT 3 Remote Area Number: 1 Date: 7/19/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) Co (gpm) Available Total Demand @ (psi) (gpm) Required Pressure (psi) 1 water Supply 75.000 20.000 100.00 67.422 34.25 52.098 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 1 -0-9% Supply 52.098 34.25 101 17-1 Sprinkler 12.399 17.25 Density:0.053gpm/ftZ 102 17-1 Sprinkler 12.037 17.00 Density:0.052gpm/ftZ 2 -0-9% 46.410 3 -0-9'/Z 37.594 4 1-6 35.994 5 5-5 33.463 6 9-6 30.767 7 9-6 29.525 8 9-6 30.288 9 9-6 30.443 10 9-6 30.126 11 9-6 30.021 12 19-6 16.657 13 17-6 12.608 14 17-6 12.698 �A © M.E.P.CAD, Inc.'JAutoSPRINK® 12 v12.0.61.0 7/19/2017 9:06:12AM Page 5 Job Name: MACADAM LOT 3 Remote Area Number: 1 Date: 7/19/2017 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand @ (psi) (gpm) Required Pressure (psi) 1 Water Supply 75.000 20.000 100.00 67.422 34.25 52.098 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -0-91/2 Supply 52.098 34.25 101 17-1 Sprinkler 12.399 17.25 Density: 0.053gpm/ft2 102 17-1 Sprinkler 12.037 17.00 Density:0.052gpm/ftz 2 -0-9% 46.410 3 -0-9% 37.594 4 1-6 35.994 5 5-5 33.463 6 9-6 30.767 7 9-6 29.525 8 9-6 30.288 9 9-6 30.443 10 9-6 30.126 11 9-6 30.021 12 19-6 16.657 13 17-6 12.608 14 17-6 12.698 (© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 7/19/2017 9:06:12AM Page 5 Job Name: MACADAM LOT 3 Remote Area Number: 1 Date: 7/19/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device /Device E uivalent 9 (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 102 17-1 4.9 17.00 1 (See Notes) 3-1% 150 12.037 Route 1 Sprinkler, p E(7-0), T(5-0) 12-0 0.050373 -0.190 13 17-6 17.00 1.1010 15-11/2 0.761 13 17-6 1 (See Notes) 6-11% 150 12.608 E(7-0), T(5-0) 12-0 0.004746 14 17-6 4.74 1.1010 18-111/2 0.090 14 17-6 17.25 1 (See Notes) 27-6 150 12.698 Flow (q) from Route 2 3E(7-0), Tr(1-0), 2T(5-0) 32-0 0.081130 -0.867 12 19-6 22.00 1.1010 59-6 4 826 12 19-6 12.26 1 19-4 150 16.657 Flow (q) from Route 6 Tr(1-0), 3E(7-0), 2Z, T(5-0) 27-0 0.184111 4.336 7 9-6 34.25 1.1010 46-4 8.533 7 9-6 1 (See Notes) 6-0 150 29.525 T(5-0) 5-0 0.112605 0.004 6 9-6 26.26 1.1010 11-0 1.238 6 9-6 7.99 1 (See Notes) 4-1 150 30.767 Flow (q) from Route 3 Gauge 1, f(-0.000), Tr(1-0) 1-0 0.184111 1.763 5 5-5 34.25 1.1010 5-1 0.933 5 5-5 1 (See Notes) 3-6'% 150 33.463 Tr(1-0), CV 1-0 0.184111 1.698 4 1-6 34.25 1.1010 4-6% 0.834 4 1-6 1'/4 (See Notes) 2-3% 150 35.994 E(8-0) 8-0 0.058348 0.999 3 -0-9% - 34.25 1.3940 10-3'/2 0.601 3 -0-9'h 2 (See Notes) 70-8 150 37.594 E(11-0), WMV(-8.000) 11-0 0.009986 2 -0-9% 34.25 2.0030 81-8 8.815 2 -0-9% 1 (See Notes) 18-10% 150 46.410 Water Supply 0.301429 1 -0-91/2 34.25 0.9950 18-10% 5.688 0.00 52.098 Hose Allowance At Source Total(Pt) Route 1 1 34.25 �h © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 1 7/19/2017 9:06:13AM Page 6 Job Name: MACADAM LOT 3 Remote Area Number: 1 Date: 7/19/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 101 17-1 4.9 17.25 1 (See Notes) 1-5 150 12.399 Route 2 Sprinkler, E(7-0), Tr(1-0) 8-0 - 0.051774 -0.190 14 17-6 17.25 1.1010 9-5 0.489 12.698 Total(Pt) Route 2 9 9-6 4.80 + 3.20 1 (See Notes) 13-11 150 30.443 Route 3 Flow (q) from Route 4 and 5 E(7 0), T(5 0) 12-0 0.012473 0.001 6 9-6 7.99 1.1010 25-11 0.323 30.767 Total(Pt) Route 3 8 9-6 1 (See Notes) 22-4 150 30.288 Route 4 Tr(1-0) 3Tr(1-0), T(5-0) 9-0 0.004848 0.003 9 9-6 4.80 1.1010 31-4 0.152 30.443 Total(Pt) Route 4 11 9-6 7.99 1 (See Notes) 11-4% 150 30.021 Route 5 Flow (q) from Route 8 3Tr(1-0) 3-0 0.007354 10 9-6 6.01 1.1010 14-4% 0.106 10 9-6 1.99 1 (See Notes) 7-11% 150 30.126 Flow (q) from Route 7 T(5-0) 5-0 0.012473 8 9-6 7.99 1.1010 12-11% 0.162 8 9 6 1 (See Notes) 43-4 150 30.288 T(5-0) 2E(7-0), 4Tr(1-0) 23-0 0.002290 0.003 9 9-6 3.20 1.1010 66-4 0.152 30.443 Total(Pt) Route 5 13 17-6 1 (See Notes) 103-8% 150 12.608 Route 6 9Tr(1-0), 8E(7-0), 2T(5-0) 75-0 0.027509 -0.867 12 19 6 12.26 1.1010 178-8% 4.916 16.657 Total(Pt) Route 6 11 9-6 7.99 1 (See Notes) 68-3% 150 30.021 Route 7 T(5-0), Flow (q) from Route 8 5Tr(1-0), 4E(7-0), T(5-0) 43-0 0.000949 10 9 6 1.99 1.1010 111-3% 0.106 30.126 Total(Pt) Route 7 7 9-6 1 (See Notes) 21-9 150 29.525 Route 8 E(7-0), 2T(5-0), Tr(1-0) 18-0 0.012473 -0.000 11 9 6 7.99 1.1010 39-9 0.496 i[� © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 1 7/19/2017 9:06:13AM Page 7 Job Name: MACADAM LOT 3 Remote Area Number: 1 Date: 7/19/2017 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (9) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID TotalFriction(Pf) (Foot) 30.021 Total(Pt) Route 8 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 1 7/19/2017 9:06:13AM Page 8 Job Name: MACADAM LOT 3 Remote Area Number: 1 Date: 7/19/2017 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I[C Value Multiplier Actual Inside Diameter4.87 = Factor Schedule 40 Steel Pipe Inside Diameter ) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc.AutoSPRINK® 12 v12.0.61.0 1 7/19/2017 9:06:13AM Page 9 SITE PLAN 10 20 40 SCALE 1"=20.-0" 6,1 :yz fJ 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 emissions which do not authorize violations of adopted standards and ordinances. The responsibility for the t dequac' of design rests totally with the designer, Additions, deletions or revisions to these drawings after thls 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 by 'the Tukwila Fire Prevention Bu eau. Date: 8'9 l 7 by: l -/y elyo re Flaw(b„� ) 4'eeq; t UKWILA FIRE DEPAR NT [lease call ` 206-575-4407 and Ova tills Fire Permit No. l 2,=1 l(L nd exact address for shut- down or restorglon approvals. BY OTHERS 1 I.tl°.1J11 k Vi Y L:411VI4 BY OTHERS 18'-9 NM ELEC. BELL to w • 0 04 �y4 a- m 1 y .c 0 S) 1 -0Y2 RHFP START POINT—'_ @0 -GAFF MACADAM LOT 3 TOTAL SQ. FT.: 2,825 SQ. FT. COMPOSITION ROOF W/ 30' INTERWOVEN FELT ON I/2" 2-E/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN, 24, GA GAL/ STEEL, ROOF DRIP EDGES PER SEC. R905,28.5 PROVIDE DRIP EDGE AT EAVES 4 GAI5LES W/ A MIN. 7' OVERLAP. 2x SCREENED-EAVE VENT 5LOCKS W/4) 2143' HOLES EACH - PROvIDE APPROVED INSULATION. E,AFFLE TO ElISURE I' MINI AIR SPACE. T7:.PLDAL.._C?s.TEI.QEJALL (2)2x6 TOP ff' ---- 2x6 STUDS w 16" 0.0. 2' SHT`Cr (APA RATED 24/O) AIR. BARRIER EXTERIOR SIDII lG PER ELEVATION INSULATION WI CONT. VAPOR IBARRIER (WARM SIDE) R.2 GRADE i2 /�- NEW 1" WATER METER BY OTHERS ATTIC SPACE MANUF TRUSSES 24°O.C. SEE ROOF FRAMING PLAN 10,-8 ATTIC VENTILATION AT LEAST 40% 4 NOT l'1ORE THAN 56% OF REQUIRED VENTS SHALL eE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' ESELOW THE RIDGE OR: 12 HIGHEST POINT) WITH THE EALANCE OF REQUIRED 'VENTILATION PROVIDED E3T' SAVE VENTING. INSULATION - 6 iOCOM FLOOR CONSTRUCTION: 3/4' Tara PLYWOOD SOB-FLR. GLUED a NAILED TO (SEE FRAMING PLAN FOR ;..-= SIZE AND SPACING) DOOR TO UTILITY HALL NOOK TIGHTLINE FOUNDATION DRAIN, '4" DIA. PERF. FIFE PEA 'GRAVEL PILL. KITCHEN FLOOR CONSTRUCTION:. 3/4" TIG PLYWOOD SUB -FLEA..: GLUED 8 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) MIL ViSQUEEN VAPOR E3ARRIER TI-IEROUGI4OUT CRAWLSPACE. LAP SPLICES 12' MIN.' pESK 2x4 CLG JST 24' O.C. DOOR TO POWDER ROOM CRAIAILSFACE E'EAM FER UPPER FLOOR FRM`6 PLAN CLOSET 2x8 LAI'ID'G R=35 INSULATION -- HIGH VENSITY CRAWLSPACE ACCESS GRADE �L L !\ S C,I � 5/is-II.II,o" SYMBOLS HYDRAULIC NODE GATE VALVE-N.R.S. (GV) ELECTRIC BELL EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING BY OTHERS NEW SPRINKLER PIPING BYAPFP SCOPE OF WORK RED HAWK FIRE PROTECTION, LLC (RHFP) WILL PROVIDE ONE WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE RESIDENTIAL LEVELS AND ONE DRY SYSTEM TO PROTECT THE BASEMENT, CRAWL SPACE AND ATTIC FOR EXISTING GREENTREE APARTMENT BUILDING D. RHFP WILL START WORK AT EXISTING 8" UNDERGROUND SUPPLY IN S. 136TH ST. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES CEILING AND WALL REMOVAL/REPLACE TO FACILITATE, THE INSTALLATION OF THE SPRINKLER SYSTEM. 1. SPRINKLER SYSTEM DESIGN PER NFPA#13D. 2: ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3, FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13 AND SPECIFICATIONS. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE, BY OTHERS. 7 ALL PIPING IN RESIDENTIAL UNITS TO BE CPVC PIPE. 8. ALL THREADED PIPE TO BE SCHEDULE 40 BLACK JOINED WITH CAST IRON THREADED FITTINGS. 9. ALL WELDED PIPE TO BE SCHEDULE 10 BLACK JOINED WITH GROOVED FITTINGS. 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED OTHERWISE. 11. SEE FP 1.10 FOR SYSTEM STANDARD DETAILS. 12. ALL HANGERS FOR CPVC ARE TO BE PER DETAILS ON SHEET FP 1.10 (UNO). 13. ALL HANGERS FOR STEEL PIPE TO BE NO. 15W SAMMY SIDEWINDER (UNO) 14. ALL PIPE DIMENSIONS ARE CUT LENGTHS (UNO) 15: ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 1"x 1" x 1" CPVC SPRINKLER HEAD TEE 0 SPARE CABINET PER NFPA' 13D (2010), CITY OF TUKWILA. RM -01 (PLAYROOM) WET SYSTEM RESIDENTIAL DESIGN DENSITY: 0.05 GPM / MOST DEMANDING 2 HEADS 1" x 1" x WCPVC SPRINKLER HEAD TEE 1" x i"x 1" CPVC SPRINKLER HEAD TEE 1" MALE CPVC ADAPTER 1" MALE CPVC ADAPTER rT['_l l jl `11 111=I I _II�III� MAINTAIN 2" ANNULAR CLEARANCE AROUND PIPE RISER DETAIL BASE OF RISER i NODE;2 l-1L[—L j Tll=I=W: :-.1(-111=11(-1I I__ "--_i I - 11 I I -I 1 EI I I-1 I i I I"BILI' �I�IIi.—ISI 0 1 2. ) SCALE 1/2"=r -O" RISER MATERIAL LIST ITEM # QTY SIZE DESCRIPTION 1. CHECK VALVE POTTER VSR-SF WATERFLOW SWTICH 1 GLOBE TEST AND DRAIN VALVE PRESSURE GUAGE POTTER PBA246 6hd SPARE HEAD CABINET SPARE HEAD CABINET QTY SIZE DESCRIPTION Yi GL4906 RESIDENTIAL SPRINKLER HEADS 155° GL5606 CONCEALED SPRINKLER HEAD 175° GL4431 QR SIDEWALL SPRINKLER HEAD 155° 1 SPRINKLER HEAD WRENCH FOR GL4906 1 SPRINKLER HEAD WRENCH FOR GL5606 1 SPRINKLER HEAD WRENCH FOR GL4431 SLOW TEST INFORMATION WATER FLOW HAS BEEN RESTRICTED WITH PRESSURE REDUCING VALVE BY OTHERS FOR STATIC PRESSURE OF 75 PSI. SHALL BE MAINTAINED. CALCULATIONS MADE AT. 75 PSI STATIC PRESSURE: RESIDUAL FLOW: 155 PSI 1100 GPM ,RESIDUAL PRESSURE 20 PSI FP 0.10 FP 2.10 FP 2.20 SITE PLAN AND NOTES MAIN FLOOR FIRE SPRINKLER PLAN UPPER FLOOR FIRE SPRINKLER PLAN 4807 South 136th Stree RED HAWK FIRE PROTECTION, LLC 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF9010P NICET Stam r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Red Hawk Fire Protection, L.L.C. REDHAHFQP 07/20/2017 [`'% ExpIrns Wpmt Deb , t",,12/31117 A. Approvals Required OWNER / ARCHITECT Revisions Contract With: CARY LANG CONSTRUCTION 29815 24TH AVE SW FEDERAL WAY, WA 98023 : CARY LANG Phone: 2536616880 Fax: Contract Name: MACADAM LOT 3 4807 S. 136TH ST TUKWILA, WA 98168 Drawing Title`" SITE PLAN AND NOTES Key Plan Date: Job Number: Designer: Building Permit: July 19, 2017 1 Anthony Furr Drawing No.,` p,EP0.1 23 201 WI 27a ig ??" i' MINIMUM DISTANCES FOR ORDINARY- AND INTERMEDIATE -TEMPERATURE RESIDENTIAL SPRINKLERS (NFPA 13D-2CO2 TABLE 7.5.5.3) MINIMUM DISTANCE FROM EDGE OF SOURCE TO ORDINARY - SPRINKLER (INCHES) MINIMUM DISTANCE FROM- EDGE OF SOURCE TO INTERMEDIATE - SPRINKLER (INCHES) SIDE OF OPEN OR RECESSED FIREPLACE FRONT OF RECESSED FIREPLACE COAL- OR WOOD BURNING STOVE KITCHEN RANGE WALL OVEN HOT AIR FLUES 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP UNINSULATED HOT WATER PIPES SIDE OF CEILING- OR WALL- MOUNTED HOT AIR DIFFUSERS WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Red Hawk Fire Protection, L.L.C. REDIJAHFOP LIGHT FIXTURE:. 250W -499W Approvals Required OWNER / ARCHITECT "NO BLOCK" HANGER WOOD JOIST OR COMPOSITE WOOD JOIST ECT, HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS LEEN SPECIFICALLY DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF,. THE FIRE PROTECTION SYSTEM. - SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. NFPA 13, 2010 Edition Table 9.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (ft- in) NOMINAL PIPE SIZE (IN. 29815 24TH AVE SW FEDERAL WAY, WA 98023 CARY LANG Phone: 2536616880 Fax: CPVC USE 1/2" TYPE "X' GWS ON ALL WARM AND STRUCTURAL WALLS. (I) LAYERS 5/S TYPE "X ON CEILINGS, WRAP ALL EXPOSED POSTS AND BEAM5 IN 1/2' TYPE "X" GWE' Sprinkler Legend Symbol Manufacturer SIN Type . Size Response Orifice Finish Temperature K -Factor Quantity Globe GL4906 Pendent , r4 Quick 0" Brass ' 155°F 4.9 9 4) Globe GL5635 Pendent 1 , Quick 0" White 155°F 5.6 6 Total = 15 1. LOWER CEILINGS TO BE 9-1 AFF. UPPER CEILINGS TO BE 8-1 AFF. UNLESS NOTED OTHERWISE. Key Plan 2. PIPE FROM RISER TO UPPER FLOOR TO BE 1" CPVC, ALL OTHER PIPE TO BE 1" CPVC UNLESS NOTED OTHERWISE. 3. SPRINKLERS OMITTED FROM ALL CLOSETS MEETING THE REQUIREMENTS OF SECTION 8.6.3 OF NFPA 13D (2013) AREAS MARKED WITH HATCH 4. SPRINKLERS OMITTED FROM ALL BATHROOMS UNDER 55 FP PER SECTION 8.6.2 OF NFPA 13D (2013) AREAS MARKED WITH HATCH 5. ALL ROOMS WITH SINGLE HEAD COVERAGE SPACED AT 18'-0" X 18'-0" AND SPACES WITH MULTI -HEAD COVERAGE SPACED AT 18'-0" X 18'-0" Date: Job Number: Designer: Building Permit:. July 20, 2017 Remote Area 1 OCCUPANCY CLASSIFICATION Residential• DENSITY TOTAL HEADS FLOWING 0.050gpm/ft2 for 900.00ft2 (Actual 222.52ft2) TOTAL WATER REQUIRED TOTAL PRESSURE REQUIRED BASE of RISER (gpm) 34.25 52.098 Caution: It is important that the insulation be Installed tight against the joists. In unheated areas, any spaces or voids between the Insulation and>the joists causes the water in the fire sprinkler piping to freeze. HANGER FIG. 514 1 1/2 WOOD JOIST OR COMPOSITE WOOD JOIST 0 0 \"NO BLOCK" HANGER Caution: For areas having temperatures of 0°F (-18°C) or lower, an additional batt of insulation covering the joist and the fire sprinkler piping should be used... If this is not done, freeze -ups can occur in tho sprinkler piping< • HANGERS- PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS - NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY DESIGNED FOR THE ADDITIONAL LOADING. - THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF. THE FIRE PROTECTION SYSTEM.' SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. MINIMUM DISTANCES FOR ORDINARY -AND INTERMEDIATE -TEMPERATURE RESIDENTIAL SPRINKLERS (NFPA 13D-2002 TABLE 7.5.5.3) HEAT SOURCE MINIMUM DISTANCE FROM EDGE OFSOURCE TO ORINARY- SPRINKLER (INCHES) MINIMUM DISTANCE FROM EDGE OF SOURCE TO INTERMEDIATE - SPRINKLER (INCHES) NFPA 13, 2010 Edition Table 9.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (ft - in) NOMINAL PIPE SIZE ( IN. ) 1 1/2 2 2 1/2 .3 7-0 8-0 9-0 10-0 Sprinkler Legend Symbol . Manufacturer Globe SIN GL4906Pendent Type Size % Response Quick Orifice 0" Finish Brass Temperature 155°F K -Factor , 4.9 Quantity 14 Total = 14 KITCHEN RANGE HOT AIR FLUES SIDE OF CEILING- OR WALL MOUNTED HOT AIR DIFFUSERS FRONT OF WALL - MOUNTED HOT AIR DIFFUSERS HOT WATER HEATER`'. OR FURNACE 1. LOWER CEILINGS TO BE 9-1 AFF. UPPER CEILINGS TO BE 8-1 AFF. UNLESS NOTED OTHERWISE. 2. PIPE FROM RISER TO UPPER FLOOR TO BE 1" CPVC, ALL OTHER PIPE TO BE 1" CPVC UNLESS NOTED OTHERWISE. 3. SPRINKLERS OMITTED FROM ALL CLOSETS MEETING THE REQUIREMENTS OF SECTION 8.6.3 OF NFPA 13D (2013) AREAS MARKED WITH HATCH 4. SPRINKLERS OMITTED FROM ALL BATHROOMS UNDER 55 FT2 PER SECTION 8.6.2 OF NFPA 13D (2013) AREAS MARKED WITH HATCH 5. ALL ROOMS SPACED AT 18'-0" X 18'-0" 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PH0NE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 OP a WASHINGTON STATE " • 1 : `. . CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS • Byron Richard Moye 1 t 9419 0815-C . Red Hawk Fire Protection, L.L.C. ; RED HFQP 1 07/20/2017 Expires 1 Igna u Date 2/31/17 1 _, Approvals Required OWNER /ARCHITECT' Revisions 29815 24TH AVE SW FEDERAL WAY, WA 98023 CARY LANG Phone: 2536616880 Fax: 4807 S. 136th St Tukwila, WA 98168 Drawing Title UPPER FLOOR Date: Job Number: Designer: Building Permit: Anthony Furr Drawing No.