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HomeMy WebLinkAboutPP - 11829 44TH PL S - RESIDENCE - PERMITS AND PLANS11829 44TH PL S ASSOCIATED PERMITS 11-S-256 D11-245 INSPECTION NUMBER INSPECTION RECORD Retain a copy with perr't .q S • �-S-G PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: PA ) re‘ li; e-T1/4)6Metiv-, LaedoNc.e, Tye of Inspection:• K...--5 rt ,k-AA6 Address:C)b a 4 qt.? vi C Suite #: Contact Person: Special Instructions: Pre -Fire: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: c"; r" , r�,A2 57) ck vki tk L b (L. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L S—a-- Date:9/ // Z 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with peit l(—s— AS -6 Ort- ayr- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proj fS-e, frit- t ►''11/t 2 IA.' ����il-iv. q1- Typ of Inspection: Ke s P Address:// / S Suite #: �� ��� y � Contact Person: Monitor: Special Instructions: Phone No.: Occupancy Type: I I Approved per applicable codes. rrections required prior to approval. COMMENTS: I cam..) s — o g. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ii. _s -Z Date: eg)fr2 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 6/11/10 T.F.. D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t-5-25.6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pre Sprinklers: \(.err Type of=n: Address: p$�oi.. {� Fl„....SContact Suite #: Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: („Nre„ Needs Shift Inspection: Sprinklers: \(.err Fire Alarm: Hood & Duct: T Monitor: Pre -Fire: Permits: Occupancy Type: tto,s ( Date: 3( \a., Hrs.: 16 $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 6/11/10 T.F D. Form F.P. 113 RATHIDA PHINVIENGKHAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RATHIDA PHIMVIENGKHAM HOUSE Location: 11829 44TH PLACE SOUTH TUKWILLA, WA 98178 Drawing Date: 11-2-11 Contractor: BURNS FIRE SYSTEMS PO BOX 1110 GRANITE FALLS, WA 98252 Designer: NICK Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD FRAME Reviewing Authorities:TUKWILLA FIRE DEPT Remote Area Number: 2 Telephone:1-877-388-01241 Occupancy:RESIDENSE SYSTEM DESIGN Code:NFPA 13 D Hazard:DWELLING System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 256 sq ftl 0.052 256.0 sq ftl 0 gpm I 0 gpm I Sprinkler or Nozzle Make:. Model: LF II K -Factor: 4.90 Temperature Rating: 155 CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 13.3 psi Required: 32.9 @ CITY CONN WATER SUPPLY Water Flow Test Date of Test 2011 Static Pressure 150.0 psi Residual Pres 100.0 psi At a Flow of 70 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi 0 Elevation Make: Model: Location: SITE MAIN Source of Information: CITY SYSTEM VOLUME 7 Gallons Notes: GRID NOT PEAKED CURRENT LOCATION REQUIRED 32.923 psi 13.31 gpm SHIFT RIGHT(UP) REQUIRED 33.001 psi 13.31 gpm RATHIDA FHINVIENGKHAN HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 13 23.3 psi Total Loss for TO SYSTEM 0.0 psi Total Loss for THRU RISER 0.0 psi 1 1" Thrd Back Flow Valve FEBCO "80 CHART LOSS 13 4.0 Hydr Ref R1 Required at AT BASE OF RISER 13 27.3 psi Total Loss for THRU UNDG 4 1" CPVC 90 Ell 20' 120 1.049 13 1.5 1 1" Other Valve METER BADGER CHART LOSS 13 1.5 1 Pipe 1" PVx50 CSC 80' 150 1.101 13 2.6 0.0 psi Hydr Ref R2 Required at CITY CONN 13 32.9 psi Water Source150.0 psi static,100.0 psi residual @ 70 gpm 13 gpm 147.7 psi SAFETY PRESSURE 114.8 psi Available Pressure of 147.7 psi Exceeds Required Pressure of 32.9 psi This is a safety margin of 114.8 psi or 78 % of Supply Maximum Water Velocity is 7.0 fps RATHIDA PHIMVIENGKHAM ROUSE Drawing Date:11-2-11 11/ 2/11 10:15 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RATRIDA PRIMVIENGKBAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^'1)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 24.67 2 24.67 3 24.67 3S 24.17 10 10.50 11 0.00 14 24.67 15 24.67 16 24.67 21 10.50 W 0.00 4.90 8.0 8.0 7.6 7.4 15.9 23.2 8.2 7.9 8.4 17.4 23.3 13.3 Max velocity of 7.03 occurs in the pipe from W TO 11 13.3 0.05 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. r RA THIDA FHIMVIENGKHAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 13.31 0.884 1T 0.50 7.4 7.4 K = 4.90 3S C=150 4.53 -0.2 0.0 13.31 0.093 5.03 0.5 7.4 Vel = 7.03 3 0.884 8.24 7.6 7.6 EqK = 4.82 C=150 0.00 0.0 0.0 8.07 0.037 8.24 0.3 7.6 Vel = 4.26 - 2.28 0.884 2E 9.64 7.9 7.9 15 C=150 2T 15.11 0.0 0.0 See PATH 3 5.80 0.020 24.75 0.5 7.9 Vel = 3.06 7.52 0.884 16 C=150 13.31 0.093 14.17 8.4 8.4 0.00 6.1 0.0 See PATH 2 14.17 1.3 8.4 Vel = 7.03 - 5.70 0.884 3E 27.78 15.9 15.9 10 C=150 2T 18.13 0.0 0.0 See PATH 4 7.61 0.033 45.91 1.5 15.9 Vel = 4.02 5.70 0.884 1E 10.50 17.4 17.4 21 C=150 3.02 4.5 0.0 See PATH 4 13.31 0.093 13.52 1.3 17.4 Vel. = 7.03 11 0.884 C=150 13.31 0.093 0.41 0.00 0.41 23.2 0.0 0.0 23.2 0.0 23.2 Vel = 7.03 W 13.31 23.3 K = 2.76 PATH 2 FROM HYDRAULIC REFERENCE 3 TO 16 13.31 0.884 1T 0.50 7.4 7.4 K = 4.90 3S C=150 4.53 -0.2 0.0 13.31 0.093 5.03 0.5 7.4 Vel = 7.03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RATHIDA PRIMVIENGERAM ROUSE Drawing Date:11-2-11 11/ 2/11 Tyco Fire Products 10:15 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 3 TO 16 CONTINUED 3 0.884 2E 22.10 7.6 7.6 EqK = 4.82 C=150 1T 10.58 0.0 0.0 5.24 0.017 32.67 0.5 7.6 Vel = 2.77 2.28 0.884 1T 3.40 8.2 8.2 14 C=150 4.53 0.0 0.0 See PATH 3 7.52 0.032 7.94 0.3 8.2 Vel = 3.97 16 7.52 8.4 K = 2.59 PATH 3 FROM HYDRAULIC REFERENCE 15 TO 14 2.28 0.884 9.53 7.9 7.9 15 C=150 0.00 0.0 0.0 See PATH 1 2.28 0.004 9.53 0.0 7.9 Vel. = 1.20 2 0.884 C=150 2.28 0.004 10.22 8.0 8.0 0.00 0.0 0.0 10.22 0.0 8.0 Vel = 1.20 1 0.884 2E 36.79 8.0 8.0 C=150 1T 10.58 0.0 0.0 2.28 0.004 47.37 0.2 8.0 Vel = 1.20 14 2.28 8.2 K = 0.80 PATH 4 FROM HYDRAULIC REFERENCE 10 TO 21 5.70 0.884 3E 51.28 15.9 15.9 10 C=150 4T 27.20 0.0 0.0 See PATH 1 5.70 0.019 78.48 1.5 15.9 Vel = 3.01 21 5.70 17.4 K = 1.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 -o 0 0 N O 0 cn O W 0 0 0 O cn 0 — V) N N N O 0 0 �� 0 0 0 0 c v v 44- CD C>O o co firr DeD ori C= NDrC m m m - Z °D O cm --1> _c S 0 cnc m o 0T73cng igm n N * e ="•• m 13m P'o n'•- D Z" o o v 000 C01273 12110.0. 3 =tn wmm o. w CO CD <.2T011 E. mmgna mmcD. 51F! Oso 0 o0p 7,730 0 RATHIDA PHIMVIENGKHAM HOUSE Drawing Date:11-2-11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RATHIDA PHIMVIENGKHAM HOUSE Location: 11829 44TH PLACE SOUTH TUKWILLA, WA 98178 Drawing Date: 11-2-11 Contractor: BURNS FIRE SYSTEMS PO BOX 1110 GRANITE FALLS, WA 98252 Designer: NICK Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD FRAME Reviewing Authorities:TUKWILLA FIRE DEPT 11/ 2/11 10:15 Remote Area Number: 1 Telephone:1-877-388-01241 Occupancy:RESIDENSE SYSTEM DESIGN Code:NFPA 13 D Hazard:DWELLING System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 402 sq ftl 0.052 1 256.0 sq ftl 0 gpm 1 0 gpm 1 Sprinkler or Nozzle Make: Model: LF II K -Factor: 4.90 Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 26.7 psi Required: 58.5 @ CITY CONN WATER SUPPLY Water Flow Test Date of Test 2011 Static Pressure 150.0 psi Residual Pres 100.0 psi At a Flow of 70 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE MAIN Source of Information: CITY SYSTEM VOLUME 7 Gallons Notes: GRID PEAKED CURRENT LOCATION REQUIRED 58.520 psi SHIFT LEFT(DOWN) REQUIRED 58.488 psi SHIFT RIGHT(UP) REQUIRED 58.044 psi 26.71 gpm 26.63 gpm 26.71 gpm RATHIDA PHIMVIENGKHAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 27 36.7 psi Total Loss for TO SYSTEM 0.0 psi Total Loss for THRU RISER 0.0 psi 1 1" Thrd Back Flow Valve FEBCO "80 CHART LOSS 27 4.3 Hydr Ref R1 Required at AT BASE OF RISER 27 41.0 psi Total Loss for THRU UNDG 4 1" CPVC 90 Ell 20' 120 1.049 27 5.6 1 1" Other Valve METER BADGER CHART LOSS 27 2.6 1 Pipe 1" PVx50 CSC 80' 150 1.101 27 9.3 0.0 psi Hydr Ref R2 Required at CITY CONN 27 58.5 psi Water Source150.0 psi static,100.0 psi residual @ 70 gpm 27 gpm 141.6 psi SAFETY PRESSURE 83.1 psi Available Pressure of 141.6 psi Exceeds Required Pressure of 58.5 psi This is a safety margin of 83.1 psi or 59 % of Supply Maximum Water Velocity is 14.1 fps RATHIDA PRINVIENGERAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total. flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RATRIDA PRIMVIENGKRAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^&1)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 24.67 1S 24.17 2 24.67 2S 24.17 3 24.67 10 10.50 11 0.00 14 24.67 15 24.67 16 24.67 21 10.50 W 0.00 4.90 4.90 7.6 7.4 7.7 7.5 9.3 21.9 36.5 10.0 9.2 10.9 27..4 36.7 13.3 13.4 Max velocity of 14.10 occurs in the pipe from 10 TO 16 13.3 0.05 13.3 0.05 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RATHIDA PHIMVIENGRHAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 1S 13.31 0.884 1T 0.50 7.4 7.4 K = 4.90 C=150 4.53 -0.2 0.0 13.31 0.093 5.03 0.5 7.4 Vel = 7.03 1 0.884 2E 36.79 7.6 7.6 EqK = 4.82 C=150 1T 10.58 0.0 0.0 9.45 0.050 47.37 2.3 7.6 Vel = 4.99 5.76 0.884 1T 3.40 10.0 10.0 14 C=150 4.53 0.0 0.0 See PATH 3 15.21 0.119 7.94 0.9 10.0 Vel = 8.03 11.49 0.884 14.17 10.9 10.9 16 C=150 0.00 6.1 0.0 See PATH 2 26.71 0.338 14.17 4.8 10.9 Vel = 14.10 -11.43 0.884 3E 10 C=150 2T 15.27 0.120 27.78 21.9 21.9 18.13 0.0 0.0 See PATH 4 45.91 5.5 21.9 Vel = 8.06 11.43 0.884 1E 10.50 27.4 27.4 21 C=150 3.02 4.5 0.0 See PATH 4 26.71 0.338 13.52 4.6 27.4 Vel = 14.10 11 0.884 C=150 26.71 0.338 0.41 0.00 0.41 36.5 0.0 0.1 36.5 0.0 36.5 Vel = 14.10 W 26.71 36.7 K = 4.41 PATH 2 FROM HYDRAULIC REFERENCE 1 TO 16 1S 13.31 0.884 1T C=150 13.31 0.093 0.50 7.4 7.4 K = 4.90 4.53 -0.2 0.0 5.03 0.5 7.4 Vel = 7.03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RATHIDA FRIMVIENGKRAM ROUSE Drawing Date:11-2-11 11/ 2/11 Tyco Fire Products 10:15 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 1 TO 16 CONTINUED 1 0.884 C=150 3.86 0.009 10.22 7.6 7.6 EqK = 4.82 0.00 0.0 0.0 10.22 0.1 7.6 Vel = 2.04 2 13.39 0.884 9.53 7.7 7.7 EqK = 4.82 C=150 0.00 0.0 0.0 17.26 0.151 9.53 1.4 7.7 Vel = 9.11 -5.76 0.884 2E 9.64 9.2 9.2 15 C=150 2T 15.11 0.0 0.0 See PATH 3 11.49 0.071 24.75 1.8 9.2 Vel = 6.07 16 11.49 10.9 K = 3.48 13.39 0.884 1T 0.50 7.5 7.5 K = 4.90 2S C=150 4.53 -0.2 0.0 13.39 0.094 5.03 0.5 7.5 Vel = 7.07 2 13.39 7.7 K = 4.82 PATH 3 FROM HYDRAULIC REFERENCE 15 TO 14 5.76 0.884 8.24 9.2 9.2 15 C=150 0.00 0.0 0.0 See PATH 2 5.76 0.020 8.24 0.2 9.2 Vel = 3.04 3 0.884 2E 22.10 9.3 9.3 C=150 1T 10.58 0.0 0.0 5.76 0.020 32.67 0.6 9.3 Vel = 3.04 14 5.76 10.0 K = 1.82 PATH 4 FROM HYDRAULIC REFERENCE 10 TO 21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RATHIDA PRIMVIENGRRAM HOUSE Drawing Date:11-2-11 11/ 2/11 10:15 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 10 TO 21 CONTINUED 11.43 0.884 3E 51.28 21.9 21.9 10 C=150 4T 27.20 0.0 0.0 See PATH 1 11.43 0.070 78.48 5.5 21.9 Vel = 6.03 21 11.43 27.4 K = 2.18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • N O O 0 a� m C -'y0 gFta 0nm Z °3062 cm '1 D 2c N . O O N 0 CO 0 2 0 C 0) m rpmmco m m CD mo !Iy D� Z"moo 000 (c v v 3 N N 3 _. _. I 0 CO CI) D -hwomm <'=�_cry 5. -013(ca@ 0, cn 06= 0 0 ocp 713-00 33= 0 ELECTRIC BELL Family Run 15' 0 1/2' - 2'-4 1/2' Family Room r4`TCitchen Mostar' Bath ram Bedroom 3-D ISO OF PIPING NO SCALE 7-- WATER 7- 1' METER AT PROPERTY' LINE „o CFM y Dining Room SITE PLAN 1"=1'-0" SPRINKL R RIS R Y IPED-di , , • ,r I Bedroom #4 REMOTE AREA #2 ONE OPERATING HEAD 16'X16' MAXIMUM SPACING 8'-O' MAXIMUM FROM ANY WALL G' 0' 3' l' 12' 1' 3'-9 1/2' ' 10' —5'-2 1/2' 6x12 DF#2 (H8) 16070 REMOTE AREA #1 TWO OPERATING HEADS 16'X16' MAXIMUM SPACING 8'-0' MAX FROM ANY WALL MAXIMUM ALLOWABLE DISTANCE OF RESIDENTIAL HEADS IN GWB CEILING AREAS DEFLECTOR ABOVE SURFACE MOUNTED LIGHT FIXTURES 01 G' 6' G' 6' 40' 0' ALL FLOOR CONSTRUCTION IS WOOD JOIST WITH GWG CEILINGS FIRST FL00PLAN VIEW 1/8"=1' SECOND FLOOR PLAN VIEW 1/8"=1 '-0" GWB CEILING SEMI -RECESSED HEAD DEFLECTOR SURFACE MOUNTED LIGHT FIXTURE ROOF IS WOOD TRUSS CD 24 " 0/C SITE PLAN & VICI \ITY NAP SOT TO SCALE 'A' DISTANCE FROM SPRINKLER TO SIDE OF FIXTURE 'B' MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF FIXTURE Less than 1 ft One ft to Less than 1 ft 6 in. 1 ft 6 In. -to less than 2 ft 2 ft to less than 2 ft 6 In. 2 ft 6 In, to fess than 3 ft 3 ft to less than 3 ft 6 In. 3 ft 6 in, to fess than 4 ft 4 ft oto less `than Mn 6 In. 4 5 ftt tot ess -Wta5rt n 65 In 5 ft 6 In. to less than 6ft 6 ft to less than 6ft 6 In 6 ft 6 in to less than 7ft 7 ft and greater 0' 0' 1' 1' 1' 3' 3' 5' 1: 7' GENERAL NOTES' PIPING IS CPVC TYPICAL EXCEPT SYSTEM RISER WHICH WILL BE COPPER OR GALV. STEEL. ALL CPVC PIPING TO BE CONCEALED IN BUILDING CONSTRUCTION. ALL HEADS ARE LISTED RESIDENTIAL SPRINKLERS ALL WORK SHALL CONFORM TO NFPA 13-D 14' -{- = CENTERLINE OF PIPING ABOVE 1ST FLOOR +- FREEZE PR❑TECTI❑N FOR ALL PIPING BY OWNER ALL ELECTRICAL WIRING BY OWNER garage exposure dry heads only ELECTRIC BELL Without Comments 15 A Noted in Red 0 Per ► {e Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standerds. Acceptance is subject to errors and emissions which; do not authorize violations of adopted eaniards and ordinances. The responsibility for the .ueguacy of design rests totally with the designer. -Additions, deletions Or revisions to these drawings after -ris date will void rhes acceptance and will require a resubmittal of revised drawings for subsequent approval. ::nal acceptance is subject to field test and inspection by 1 ne Tukwila Fire Prevention Bureau. .) ate: - 1 S -1 ( Alm By: 6.5.3 A warning sign, with minimum Vs inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. 3/4' TO SPRINKLERS PRESSURE GUAGE sO612 OR Mt Mt@VCC TILOS MIR OVAL LOW RR WC CPVC RISER SUPPORT NOTES 1' FLOW SWITCH 1' TEST & DRAIN RISERS 3H1LL IDE SUPPORTED SY PPE CLAMPS Oil Sr FAf4MS MATED OR THE MMEENTAL COMB CTOfN CLOSE TO TK RISER MT LIMN MEM A1® CLAM'S SMALL DE UM VERTICAL LDE* *1 Y U SLPPaO7m AT DIRAVALS TO AVOID PLASM NOXIIIIVE LD{D mi ANT INTIM AT M LOW` DID OF' ME RUM VERTICAL PPD6 MEL SE SUPPORTER AT EACH FLIER OR AT 13' dliROOMED if CLAW CR MLT LT PIPE ALS,10013EVER IS UM WPM � LIMN Mt TM 3 VPCL DO Mar USE RIM CLAM WHOM MANN 1116< PIE OR WOW Cil CMOS= FOR PPM. HAMM NO $1RAP$ MILALL NOT MINIM MORr. COR OR ANNIE TUE PPM NO ALLEN FOR MEE MOVEMENT OF TIE PIPE TO UMMAN Fl TIEIe1N. Elmo= NC TO DOMESTIC 1' SUPPLY TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Pe'rnit No. /1- - zf and exact ads fcr ss eshut- down or r est:oe t, c F .:1 i ov:J, DOMESTIC CONTROL VALVE RISER ELEVATION CPVC SINGLE FASTENER STRAP TYPE HANGER SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE CPVC COUPLING MODIFICATION FOR VERTICAL RISER SUPPORT SUPPORT SPACING 'L'Cft.) CPVC SDR 13.5 awns - MORAL VIM= TANS L) TEMP •F 3/4' 1' 1-1/4' 1-1/2' 2' 2-1/2' 3• 7r 0a/5 a e-1/2 7 e e 10 SUPPORT SPACING DISTANCE CPVC SDR 13,5 VITH AN DJ LINE SPRINKLER HEAD DROP TEE COUR= o COMM. SPIQIOLIM TOLL W NQ@1AL PIPE SIZE LESS THAN 100PSI FICRE THAN 100PSI 3/4' 4• a' 1' a 1 4' I.4/4' 6 . a • 1.4,2. 7' 7' x-vr r r SUPPORT SPACING TO AN END LINE SPRINKLER NW= - COMAL DISTANCE CPVC SDR 13.5 HEAD MCP ELBOW VMS= TAMS ID Wet / Dry WET Hazard DWELLING Code NEPA 13 D Construction NOMINAL PIPE SIZE LESS THAN 100PSI WIRE THAN 100PSI 3/4' r e' 1. PO. r 1-2/4' r4' re' 1-1/2' r r0' )1-1/r r 1•r Remote Area 2 Flowing Heads 1 Start Head PSI 0.000 Stmt Head GPM 13.3 SOFT par Head 256 Wet / Dry WET Hazard DWELLING Code NEPA 13 D Construction Density 0.052 Area 258 Len/Wid Ratio 1.20 Max Velocity 7.03 Bev-Hd to Riser (') 298 PSI -Hd to Riser 10.7 Source None or Location OTY P9 Awl at Source 148 P9 Req'd at Source 32.9 Safety PS 115 CONN GPM Req'd at Source 13.3 Inside Hose 0.000 Duration of Source 0.000 !Outside Hose 0.000 Req'd Source Voksne 0.000 Pressure I Avolabie Pressure of 147.7 pet Exceeds Required Premie of 32.9 psi Summary Thio is a safety margin of 114.8 psi or 78 I% of Supply Advanced Summary nary I Max Density Avalable 0.110 GPM at Max Available Density 28.2 PSi Ions — TOR to Source 9.64 Rack Demand 0.000 Remote Area 1 Flowing Heals 2 Start Head PSI 0.000 Start Head GPM 13.3 SIFT per Head 256 Wet / Cry WET Hazard DWELLING Code NFPA 13 D Construction Density 0.052 Area 402 Len/ ild Ratio 1.20 Max Velocity 0.000 D6-Hd to Deer (•) 298 PS -Hd to Bey 10.7 Source None or Location CITY P9 Avg at Source 0.000 P9 Req'd at Source 0.000 Safety P9 -1". CONN GPM Req'd at Source 0.000 Duration of Source 0.000 d Source Velums 0.000 inside Hose 0.000 Outside Hose 0.000 Pressure !Mailable Pressure of 141.6 pet Exceeds Required Pressure of 58.5 psi Summary I This Is a eafety r iii of 83.1 psi or 59 2 of Supply Advanced fMox Summary Dmely Avakble 0.000 I GPM at Max Avalable Density 0.000Rack P9 less - TOR to Source 21.9 Demand 0.000 CHROME Hydraulic Information 1 Ststem Volume 0.000 Static Pressure 150 Residual Pressure 100 Reskktd Flow 70.0 Test Eevatlon (Relative to Source Elevation) I Flow Test Date 2011 Flow Test Location SITE MAIN Tested by CIIY 0.000 Tank Pressure 0.000 Tank Volume 0.000 Tank Elevation 0'-0' ( Mailable Well Flow 0.000 Pump Rated Pressure 0.000 Pump Manufacbrer Pump Rated Flow 0.000 Pump Model Pump Elevation 0'-0' Construction WOOD FRAME Occupancy RESDENSE Authorities Having Jurisdiction IUK ILLA FIRE DEPT NOTES REVISIONS SPRINKLER SYMBOLS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# © 19 PEND WHITE 155 4.90 1/2' CSC LF II It 2 SIDE CHROME 155 4.40 1/2' CSC LFII BURNS FIRE SYSTEMS PO BOX 1110 GRANITE FALLS, WA 98252 RITHIDA PHIMVIENGKHAM HOUSE 11829 44TH PLACE SOUTH TUKWILLA, WA 98178 ' 4' 6' 8' 10' 12' 14' 16' 18' 1-877-388-0124 S 1r% .AA -�/� PAID NOV -8 2011 TUKWILA FIRE .74 y?--zr FIRE SPRINKLER PLAN PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY %.562--S-//