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HomeMy WebLinkAboutPP - 12557 51ST PL S - CARY LANG CONSTRUCTION / CODIGO LOT 2 - PERMITS AND PLANS1255751STPLS ASSOCIATED PERMITS 18-5-127 D18-0055 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - ocs-s- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Co bl IArx.,44./ Type of Inspection: Address:Contact Suite #: /16-6-2*r p_, c, Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: - sem -- Z ikeno a Jo : 2 /x,4.1 Pai..i= 141./ '4— z Eels SSSS Needs Shift Inspection: Aid Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector(. A5A(0 Date: //ich S Hrs.: 4 a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /6-S- /Z1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: cod 5 At...447,, Type of Inspection: Address:sr Suite #: �Z�S 7 4,1 �l. �7• Contact Person: Special Instructions: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: //t) flis //.S,s, e @ glittels Monitor: 1-&-4-7 (PT Permits: - vat le) Catar- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. 't(7 Date: % ;'i b$ Hrs.: Z. () $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 4.444kA,'"'141 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION c644\a, h4$ Site Address: 1 &5 Sr) 1 PG_ s Tenant Name: L_A1'` 1 L4115 &1/16Y7 23,3/\ Property Owner's Name: -R4 64.4 310 W King Co. Assessor's Tax No.: 61l _1 i - � 1 Suite Number: Floor: New Tenant? ( Yes ❑ - No Mailing Address: City CONTACT PERSON-if((there are questions about the submittal. Name:��SQ1L- IUCIK Company Name: u lQ PJL( T tr c- Pr6 Mailing Address: P 16 U' 1C / (0€51,44) -et p . eon Day Telephon 409 State Zip 1") a5r�l�v/ ) 1 ` LLL Achyt9 ity E-mail Address: \ Fax Number: NICET III number: I-�t U ! 6� r,. yRl l n 1 �` Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: -5D Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): atYV c .'r<_�j, r iLK%� .5y6iwY1 %! .r ( 5 State Zip 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: Print Name: tYiN Plan Permit App.doc PAID TUKWILA FI Date: (Or' Day Telephone: .-J' ,) D5-1' l) 1 8/22/14 TFD FP Form 8 Hydraulic Overview Job Number: 40041 - 40041 Report Description: Residential (1 Job ..... Job Number 40041 Design Engineer ERIN CLAYTON Job Name: Codigo Lot 2 Phone FA% 303-551-5308 Address 1 12557 51st PI S State CertifcationlLcense Number Address2 Tukwilla, WA 98168 AHJ Address 3 Job Site/Buisi ng System Density . Area of Application 0.050gpm/ft2 900.00ft2 (Actual 272.48ft2) moat Demanding spenitier Data • Hose streams 4.9 K -Factor 13.00 at 7.039 0.00 Coverage Per Sprinkler Number Of SprinWers Calculated 256.00ft2 2 system Preseum Demand System Flow Demand 41.782 26.30 Total Demand Pressure Result 26.30 @ 41.782 +106.210 (71.8%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(gpml Static(psil Residual(ttsil Identifier Pressure(psi) K-Factor(Kt Flow(gpm) 4 Water Supply 4910.00 148.000 20.000 Codigo Lot 2 Water Supply at Node 4, (4910 0, 0,00, 148, 20.0011 ,. • .4 � abf 150 135 _l Static Pressure I 148.000 120 105 90 in Q 75 7 N co 60 a 45 6.30 - 30 @ 41.782 910.00 @ 20.000 15 0 10IIIIII11W 111111111 111111111 I I I III 111111 111 11111 1 1 1 1 111111111 1 1 1 1 1 1 11 1 1003800 4750 5700 6650 7600 8550 9500 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/5/2018 8:37:41 PM Page 1 111 Hydraulic Summary Job Number: 40041 - 40041 Report Description: Job Job Number....,.,. 40041 Desgn Engineer ERIN CLAYTON Job Name: Codigo Lot 2 1 State Certification/License Number Address 1 12557 51st PI S } AHJ Address 2 Tukwilla, WA 98168 Jab Site/Building Address 3 Drawing Name Codigo Lot 2 System Remote Areas) Most Demanding Spookier Data 4.9 K -Factor 13.00 at 7.039 DecrPancy Job Suffix Residential 40041 Hose Allowance At Source 0.00 Density Area of Application 0.0509pm/ft2 900.00ft2 (Actual 272.48ft2) Additional Hose Supplies Node Flow(qpm) ' Number Of Sprinklers Calculated Coverage Per Sprinkler 2 256.00ft2 AuloPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 41.782 Right: 41.782 Total Hose Streams 0.00 System Flow Demand 26.30 Total Water Required (Inducing Hose Allowance) 26.30 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 8.86 between nodes 2 and 1 Maximum Velocity Under Ground 0.07 between nodes 4 and 3 Volume capacity of Wet Pipes 2255.43ga1 Volume capacity of Dry Pipes Sups Node Name Hose Flow Static I Residual (qpm) (psi) (psi) Flow Available Total Demand Required Safety Margin @ (qpm) (psi) @ (gpm) (psi) (psi) 4 Water Supply I 148.000 20.000 4910.00 147.992 26.30 41.782 106.210 01 0 Contractor Number Contact Name Contact Title Name of Contractor Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61.0 6/5/2018 8:37:47PM Page 2 Hydraulic Graph Job Number: 40041 - 40041 Report Description: Residential (1 Water Supply at Node 4 150 135 y Static Pressure 148.000 120 105 90 .N a 75 g co co w p` 60 45 X6.30 J 30 @ 41.782 jSystem — 15 demand curve ,910.00@20.000 0 -imlmuui 1111 1 1111 11111111 I 111 1 1 1 1 1 1 hili iii I I I I I I I I I I I I I i 1 1 1 1 i i i I I I I I I 1 1 1 1 1 i l i i a50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 4 Static: Pressure — 148.000 Residual: Pressure 20.000 @ 4910.00 Available Pressure at Time of Test 147.992 @ 26.30 System Demand 41.782 @ 26.30 System Dere. (Including Hose abwame et Source) 41.782 @ 26.30 b, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/5/2018 8:37:50PM Page 3 Summary Of ©utflawir g Devices Device Actual Flow (qpm) Minimum Flow (qpm) Job Number: 40041 - 40041 Report Description: Residential (1) K -Factor Pressure Density Coverage (K) (psi) (qpmpft2) (Foot) c> Sprinkler 101 Sprinkler 102 13.00 13.30 13.00 4.9 c> Most Demanding Sprinkler Data 7.039 0.051gpm/ft2 256.00ft2 13.00 4.9 7.369 0.052gpm/ft2 256.00ft2 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/5/2018 8:37:52PM Page 4 Node Analysis Job Number: 40041 - 40041 Report Description: Residential (1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(qpm) 4 S 41.782 101 102 18'-1 Spr(-7.039) 18'-1 Spr(-7.369) 1 2 3 18'-6 T(5'-0), Tr(1'-0) 7.039 i 7.369 26.30 13.00 13.30 7.362 1'-10 BFP(-4.000) 38.240 -3'-0 E(9'-0 41.781 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/5/2018 8:37:54PM Page 5 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Job Number: 40041 - 40041 Report Description: Residential (1 Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length = Route 1 DR 101 1 1.1010 18'-1 18'-6 13.00 4.38 150 0.030666 13.00 4.9 7.039 Sprinkler, 7.362 E(7'-0), Tr(1'-0) 8'-5 Pf 0.503 8'-0 Pe -0.181 16'-5 Pv BL 1 2 1.1010 18'-6 1'-10 26.30 8.86 150 0.112934 13.30 7.362 Flow (q) from Route 2 38.240 13Tr(1-0), 4T(5'-0), 5E(7'-0), BFP(-4.000) 106'-01/4 Pf 23.653 68'-0 Pe 7.225 174'-0Y, Pv FM 1.5980 26.30 4.21 150 0.018404 2 1'-10 38.240 3 -3'-0 41.781 2E(9'-0) 60'-7 Pf 1.446 18'-0 I Pe 2.095 78-7 Pv UG 12.4600 26.30 0.07 140 3 41.781 -3'-0 41.782 0.000001 Water Supply 142'-6 Pf 0.000 Pe 142'-6 Pv 0.00 Hose Allowance At Source 26.30 ® Route 2 DR 1.1010 13.30 4.48 150 0.031994 102 18'-1 13.30 4.9 7.369 Sprinkler, 1 18'-6 7.362 T(5'-0) 0'-5 :Pf 0.173 5'-0 Pe -0.181 5'-5 Pv Equivalent Pipe Lengths of Valves and Fittings (C=720 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61.0 6/5/2018 8:37:58PM Page 6 Hydraulic Analysi Job Number: 40041 - 40041 Report Description: Residential (1) Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Ty Legend Un Fittings Legen 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 Ba1V BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g 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 Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W 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 Turn 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 Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap /h © M.E.P.CAD, Inc. 411AutoSPRINKO 12 v12.0.61.0 6/5/2018 8:37:58PM Page 7 1 11 1 1 1 1 1 1 1 1 SITE PLAN 0 4 8 16 32 SCALE 1/16"=1'-0" GENERAL NOTES SCOPE OF WORK ❑ Without Comments. As Noteci in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize Violations of adopted standards and ordinances, The responsibility for the adequacy of design rests totally with the designer. Additions, deletions oT revisions to these drawings after t:W date will void this acceptance and will require a rt. ,rnittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: X By:� •)k. U1dt red;,le-t. Flow b✓ ) -es� (et LA . eat 1 ILA FIRE, DEPARTMENT '7 M✓` :-:as c 11206-575- 07 and ,:qe this fire Perna NOb id exact ddr ss' r shut- Jwn or restoredon PPIXMIL CPVC PIPE 7 CPVC PIPE STRAP % AFCON MODEL 510 HEX HEAD SELF TAPPING SCREW AFCON #905 DOUBLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #1 SCALE : N.T.S. .7 NEW CITY CONNECTION 120V 6" BELL BY OTHERS NEW 1" WATER METER GLACIER FIRE PROT IOC TO START AT " BACKFLOW 17• • WOOD LAG SCREW 7 • AFCON #514 HANGER SPRINKLER PIPE WOOD STRUCTURE TYPICAL HANGER DETAIL #2 SCALE : N.T.S. /HANGER APPLICATION RESTRAINER APPLICATION HEX HEAD SELF TAPPING SCREW CPVC PIPE SINGLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #3 SCALE : N.T.S. 1. THE FIRE PROTECTION SPRINKLER SYSTEM FOR THE SINGLE FAMILY DWELLING UNIT SHALL BE DESIGNED AND INSTALLED PER NFPA 13D, 2013. 2. CALCULATION FOR THE RESIDENCE SHALL BE PER NFPA 13D, 2013. 3. PIPE THROUGHOUT THE DWELLING UNIT TO BE CPVC SPRINKLER PIPING UNLESS NOTED OTHERWISE. 4. ALL HANGERS SHALL BE PLACED AND INSTALLED IN ACCORDANCE WITH NFPA 13, 2013. 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ.FT. AND LESS. 6. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT ARE LESS THEN 24 SQ.FT., THE LEAST DIMENSION DOES NOT EXCEED 3'-0 AND THE ROOM IS SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS. 7. SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8. SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, CONCEALED SPACES, FLOOR/CEILING SPACES, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. 9. WIRING OF ANY NEW DEVICES IF REQUIRED IS BY OTHERS. 10. PAINTING AND LABELING OF PIPING IF REQUIRED IS BY OTHERS. FIRE SPRINKLERS SHALL NOT BE PAINTED OVER. 11. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN THE TEMPERATURE ABOVE 40° AT ALL TIMES. 12. A MAIN DRAIN IS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA-13D. HUB DRAINS TO BE PROVIDED BY OTHERS AS NEEDED. 13. NO GYP. BD. CEILINGS SHALL BE INSTALLED UNTIL ROUGH VISUAL INSPECTION IS COMPLETE. 14. MAXIMUM RESIDENTIAL PENDANT SPRINKLER SPACING COVERAGE 16'-0 x 16-0. MAXIMUM DRY SIDEWALL SPRINKLER HEAD SPACING 14'-0 X 14'-0. MAXIMUM RESIDENTIAL DRY SIDEWALL SPRINKLER HEAD SPACING 16-0 X 20'-0. 15. MINIMUM RESIDENTIAL PENDANT SPRINKLER SPACING 8'-0 O.C. MINIMUM DRY SIDEWALL SPRINKLER SPACING 6'-0 O.C. MINIMUM RESIDENTIAL DRY SIDEWALL SPRINKLER SPACING 8'-0 O.C. 16. ALL VALVES TO BE LABELED IN ACCORDANCE WITH NFPA-13D. 17. PIPE SHALL BE REQUIRED TO REMAIN ON A 2.25" CENTERLINE ON THE TOP OF THE BOTTOM TRUSS CORD ALLOWING FOR TENTING AND SHALL HAVE PRIORITY OVER OTHER TRADES. GLACIER FIRE PROTECTION WILL PROVIDE ONE WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE NEW RESIDENCE. 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. UNDERGROUND WORK OF ANY KIND DESIGN CRITERIA PER NFPA 13D (2016) RM -01 (RESIDENCE) THE DENSITY SHALL BE 13 GPM/SF OVER THE MOST REMOTE 2 SPRINKLERS WITHIN A COMPARTMENT. 16'-0 x 16-0 MAX SPACING Sprinkler Legend 2 o_ E a) u - LO -c N c Li-. 0) c 0 0_ N a) U 1) 0) cC O. Ha c c rn lL -o 0 2 v 0 u- tY Z Manufacturer .0 m m tr 0 E a WATER FLOW INFORMATION NORTH I FIRE SPRINKLER RISER WATER GAUGE -.. 1" DRAIN FLOW SWITCH - DOMESTIC LINE BY OTHERS 1=1 1= MAINTAIN 2" ANNULAR CLEARANCE AROUND PIPE - GLACIER FIRE PROTECTION, LLC TO START WORK HERE 1 112" AMES 2000B BACKFLOW PREVENTOR PROVIDED AND INSTALLED BY GLACIER FIRE PROTECTION, LLC 1 112" WATER ENTRY BY OTHERS 7 51st PI S description tor your maP I—I I:I—I 1I 11=1 I—I-1 -1 I Ii-I—I-1 I_I I I — i_I_II- Intl iii L1I I I_II WATER FLOW INFORMATION HAS BEEN PROVIDED BY TUKWILLA PUBLIC WORKS DEPARTMENT STATIC: 148 PSI RESIDUAL: 20 PSI FLOW: 4910 GPM GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.com GLACIFP834MJ DRAWING INDEX FP 0.10 FP 2.10 SITE PLAN AND NOTES MAIN AND UPPER LEVEL PLAN PARCEL # 017900-2425 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 06/05/2018 loneness. Onto *W 12151/ 8 VICINITY MAP OD Vu3 CO Z 0 0 (NI 0- 1- ET) SPRINKLER PLAN gend 0 2 4 6 8 10 12 DRAWN BY: SFC REVISIONS DESCRIPTION JUN 13 2018 Goo 06/05/18 FLOOR / AREA SITE PLAN AND NOTES SHEET NUMBER FP MO MINIMUM DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE 165 DEGREE 1" 200 DEGREE 1 1/2" 2" 2 1/2" 3" SIDE OF OPEN OR RECESSED FIRE PLACE 36 in 8" 12 in FRONT OF RECESSED FIREPLACE 60 in 12-0 36 in COAL -OR WOOD BURNING STOVE 42 in 15-0 12 in KITCHEN RANGE 18 in THREADED LIGHTWALL 9in WALL OVEN 18 in 12-0 9in HOT AIR FLUES 18 in N/A 9in UNINSULATED HEAT DUCTS 18 in 8-0 9in UNINSULATED HOT WATER PIPES 12 in 12-0 6 in SIDE OF CEILING OR WALL MOUNTED HOT AIR DIFFUSERS 24 in 15-0 12 in FRONT OF WALL MOUNTED HOT AIR DIFFUSERS 36 in 6-0 18 in HOT WATER HEATER OR FURNACE 6 in 9-0 _ 3 in LIGHT FIXTURE N/A N/A PER NFPA 13 9.2.2.1 (A) OW -250W 6 in 3 in PER NFPA 13D TABLE 7.5.5.3 HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.) 314" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" STEEL PIPE SCH 40, SCH 10, DF,EF N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A COPPER 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 CPVC 5-6 6-0 6-6 7-0 8-0 9-0 _ 10-0 N/A N/A N/A PER NFPA 13 9.2.2.1 (A) 1 / 0 '-1 / 4'-81/2 6'-6 11-91/2 r N am / 8'-O 5'-1 1 / 8'-0 1 0'-71A 1 1 3'-51/ 1 1'-6 7'-33/4 O CD 1 N CO 1'-61/ d ztr 1 r • 3'-6 MAIN LEVEL PLAN SCALE : 1/4" = 1'-0 4'-6 4'- 7'-6 r / L'-51,2 q 4'-6 • 3'-7 O ................ STAND OFF HANGER INSUALTION BY OTHERS VAPOR BARRIER STAPLED #10x1" HEX HEAD CAP SCREW COMPOSITE WOOD I -JOIST WOOD BLOCKING GYP. BOARD/ T&G CEILING TJI SPACE SEMI-REC. PENDENT SPRINKLER PIPE TENT INSULATION DETAIL #3 SCALE : N.T.S. UPPER LEVEL PLAN r SCALE :1/4" = 1'-0 BLOWN -IN INSULATION ABOVE BATT INSULATION BY OTHERS BATT TYPE INSULATION COLD SPACE TRUSS CHORD OR JOIST GYPSUM BOARD CEILING PIPE TENT INSULATION DETAIL #2 SCALE : N.T.S. Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpm/ft2 for 900.00ft2 (Actual 272.48ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 26.30 TOTAL PRESSURE REQUIRED 41.782 BASE of RISER (gpm) 26.30 BASE cf RISER (psi) 41.782 SAFETY MARGIN (psi) +106.210 (71.8°x) ARMOVER/DROP DROP DETAILS SCALE :N.T.S. PIPE SHALL BE REQUIRED TO REMAIN ONA2.25" CENTERLINE ON THE TOP OF THE BOTTOM TRUSS CORD ALLOWING FOR TENTING AND SHALL HAVE PRIORITY OVER OTHER TRADES. ADEQUATE INSULATION BY OTHERS SPRAY RIGID FOAM INSULATION BY OTHERS NORTH GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.com GLACIFP834MJ PARCEL # 017900-2425 w w J w 0 12 0 z Q z_ Q 2 SCALE: 1/4" = 1'-0" DRAWN BY: REVISIONS DESCRIPTION PIPE TENT INSULATION DETAIL #1 SCALE : N.T.S. CEfTIFDC:ATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 06/05(2018 DATE: 06/05/18 CONTRACT #: 40041 FLOOR / AREA MAIN AND UPPER LEVEL SHEET NUMBER FP 2.10 (/1