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HomeMy WebLinkAboutPP - 816 SOUTHCENTER MALL - SKECHERS USA - PERMITS AND PLANS816 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-129 08-S-039 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Skechers 816 Southcenter Mall Permit No.: 08-S-039 Date: February 14, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 20' of the end of a feed or cross main. Bracing is Fequired unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. All references are NFPA 13, 2007 Edition. Existin• 4" Main 102 NEW RESTROOM 4-14 A.F.F. GYP. BD. CEILING A.F.F S.S. CEILING A.F.F. GYP. B0. CEILING SDN 1 x 2-81/2 / J / r / / r , /r rYe`r1 /f/ r .• r.,sy� /T rrr ,r // 77:77:::;y7,::::::•.e,w !/ri /r)07 // r/,/ rr /aL /�' iJ///// rJ//r,//r•i/ ./�!'///i/ii.,.�4r�r �-�/�/i v.. iu�Fn�imnF dk,Sak9" ,,,wfr...:..w.!iut, r/r 0 DN 1 x 2-81/z N 11/2, ®4, 1% 14 5-111/2" @ V," 12-0 7,.41 2-21/2 1--/ fi6c?'Pi �/r ri:r"�r � / / I / J • ! r r, r• J / / i/'! //':rifer ///.r •//: ,%r��!� ,•'/ 2' x 4' CEILING TILES F. CEILING 7 P Remote Area-Skechers USA r. CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS Ordinary Hazard MAX. COVERAGE per HEAD 130 Ft2 DENSITY .20 GPM / Ft2 for 1230.79 Ft2 SPRINKLER Reliable Model F1 FR SSP ORIFICE 1/26 K= 5.62 WATER FLOW INFORMATION*: STATIC 140 PSI RESIDUAL 20 PSI FLOW 250 GPM AT BASE OF RISER, SYSTEM REQUIRES: 469 GPM © 101 PSI i * At time of Design SKECHERS D O EJ / i Rag VICINITY MAP SCALE: NTS Suite# 816) C11 • a --Q��- 11-10 EXISTING 1HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK FIRE SPRINKLER PLAN SCALE: 3/16" =1'-0" 9 V General Notes 0 ACCEPT Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city. standards. Acceptance is °:L.ble,ct to errors and omissions which do not authori:z.l:: violations of adopted standards and 01:;1I11srlC :-.. l i .:. S. lcrlsibi;ity for the 'adequacy of t1;:E.ir:{1 ! i, n`. irlr, designer. Additions, del,i6ons drawings atter This date will void this a c7;;;;.,:u.. _. ' I;C .:ill require a resubmittal of revised ctrl .r sl • .or subscquent,approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: a / By: ,„Si 1 TOKWILA FIRE DEPARTMEDIE Please call: 575.4407, and give this job No. OS -S -03 9 and exact address for shut• i luwn or restoration approval: 1 0 Hanger No. 07C HILTI Kwik Bolt III. • Cut Rod Lath Rounded to Nearest Inch q. Concrete Construction Bottom of Concrete to Center Line of Plpe Note on Plan Swivel Ring Note on Plan: Hanger Number and 'A' Dimension FIG.909 SWIVEL SWAY BRACE FITTING (214 EM EDL ENGTH) FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 1. Western States Fire Protectio ,.. - ii nchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. AH new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local. codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 9. The A.T.R on the hangers will be used as the horizontal restraint, SYMBOL LEGEND REVISIONS 2 -WAY EARTHQUAKE BRACE NO, DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE Sprinkler Legend Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequest(hci.tukwila.wa. us to schedule your inspections -a minimum of 48 hours in advance. of the date you want an inspection. ®TILE, Weld stamps must be inspected before pipe is hung. Da not paint pipin prior to hydrostatic test 9 approval. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A� PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3/B" KWIK BOLT (2 ye EMBED LENGTH) BRACE PIPE u I NON -THREADED BRACE PIPE LATERAL BRANCHLINERESTRAINT Zone T2 Riser Root w O Skechers. USA SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 32 5.6 Pendent ,1N Chrome 155°F Reliable F1FR SSP APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total = 32 CONT, NO.: KS0199 HANGER SYMBOL Branch Line Restraint DRAWN BY: Adam Kantner SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 32 DATE: 2/11/08 Nth WEST RISER ROOM (for hydraulic re_3 12. iooee ii_Jkli4q3 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF12.6QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBWUEROUE /AUSTIN /DALLAS / DECATUR/ DEM ER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS (MINNEAPOLIS /PHOENIX /PORTLAND ! RAPID CITY/ST. PAUL /SALT LAKE COY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Skechers USA g/10 4803j'outhcenter Mall Tukwila WA, 98188 Fire Sprinkler Plan ce w w z C7 w L r (0 CONTRACTOR: SHEET FP -1 OF 1 (i-. ♦j0� 11/2 11'-0"A.F.F` r �j(� ,' 11/2 3-01/241D 13'-0' A.F.F.GP �•.I ' (.g‘ \ <•?r W ,5-111/2 0- � j' T P.BD.CEILING 11/2 GYP. BD. SOFFIT W. M Yir "-""*----....„,14411 7 ,i�, + N`, ��✓ ;, /is v .� 'y-' j 1 + I lv? *CP FLOOR ,9'; ' ` .ii)♦rd+g 7•1 100 190 tyro 1415 ' 11A 11L az i,_ 2-21/2 1--/ fi6c?'Pi �/r ri:r"�r � / / I / J • ! r r, r• J / / i/'! //':rifer ///.r •//: ,%r��!� ,•'/ 2' x 4' CEILING TILES F. CEILING 7 P Remote Area-Skechers USA r. CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS Ordinary Hazard MAX. COVERAGE per HEAD 130 Ft2 DENSITY .20 GPM / Ft2 for 1230.79 Ft2 SPRINKLER Reliable Model F1 FR SSP ORIFICE 1/26 K= 5.62 WATER FLOW INFORMATION*: STATIC 140 PSI RESIDUAL 20 PSI FLOW 250 GPM AT BASE OF RISER, SYSTEM REQUIRES: 469 GPM © 101 PSI i * At time of Design SKECHERS D O EJ / i Rag VICINITY MAP SCALE: NTS Suite# 816) C11 • a --Q��- 11-10 EXISTING 1HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK FIRE SPRINKLER PLAN SCALE: 3/16" =1'-0" 9 V General Notes 0 ACCEPT Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city. standards. Acceptance is °:L.ble,ct to errors and omissions which do not authori:z.l:: violations of adopted standards and 01:;1I11srlC :-.. l i .:. S. lcrlsibi;ity for the 'adequacy of t1;:E.ir:{1 ! i, n`. irlr, designer. Additions, del,i6ons drawings atter This date will void this a c7;;;;.,:u.. _. ' I;C .:ill require a resubmittal of revised ctrl .r sl • .or subscquent,approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: a / By: ,„Si 1 TOKWILA FIRE DEPARTMEDIE Please call: 575.4407, and give this job No. OS -S -03 9 and exact address for shut• i luwn or restoration approval: 1 0 Hanger No. 07C HILTI Kwik Bolt III. • Cut Rod Lath Rounded to Nearest Inch q. Concrete Construction Bottom of Concrete to Center Line of Plpe Note on Plan Swivel Ring Note on Plan: Hanger Number and 'A' Dimension FIG.909 SWIVEL SWAY BRACE FITTING (214 EM EDL ENGTH) FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 1. Western States Fire Protectio ,.. - ii nchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. AH new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local. codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 9. The A.T.R on the hangers will be used as the horizontal restraint, SYMBOL LEGEND REVISIONS 2 -WAY EARTHQUAKE BRACE NO, DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE Sprinkler Legend Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequest(hci.tukwila.wa. us to schedule your inspections -a minimum of 48 hours in advance. of the date you want an inspection. ®TILE, Weld stamps must be inspected before pipe is hung. Da not paint pipin prior to hydrostatic test 9 approval. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A� PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3/B" KWIK BOLT (2 ye EMBED LENGTH) BRACE PIPE u I NON -THREADED BRACE PIPE LATERAL BRANCHLINERESTRAINT Zone T2 Riser Root w O Skechers. USA SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 32 5.6 Pendent ,1N Chrome 155°F Reliable F1FR SSP APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total = 32 CONT, NO.: KS0199 HANGER SYMBOL Branch Line Restraint DRAWN BY: Adam Kantner SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 32 DATE: 2/11/08 Nth WEST RISER ROOM (for hydraulic re_3 12. iooee ii_Jkli4q3 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF12.6QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBWUEROUE /AUSTIN /DALLAS / DECATUR/ DEM ER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS (MINNEAPOLIS /PHOENIX /PORTLAND ! RAPID CITY/ST. PAUL /SALT LAKE COY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Skechers USA g/10 4803j'outhcenter Mall Tukwila WA, 98188 Fire Sprinkler Plan ce w w z C7 w L r (0 CONTRACTOR: SHEET FP -1 OF 1 Job Number: KS0199 Report Description: Ordinary Group II Job Number KS0199 Design Engineer Adam Kantner Job Name Skechers USA Sale Cerbficetion/Licerae Number Address 1 633 Southcenter # 816 Add's:32 lob Sae City Tukwila s. WA Lp Code 98188 Mast Damming SOM. Data 5.6 K -Factor 24.00 at 18.367 )AnaN.m. Skechers USA.cad Occupency Ordinary Group II Hose Agowance Al Source 250.00 gamey 0.20gprn/ft2 Addition& Hose &mores Node Flow(opml Number Of SprinIders Cs/culated 17 Area of Appecabon 1500.00ft2 (Actual 1230.79f12) Caverns Per Spreader 120.00ft2 Total Hasa Streams 250.00 System Flow Demand 469.42 Total W dor Required (Inclucfmg Hose Allowance) 719.42 Msodmurn Pressure Unbalance In Loops 0.000 Madman Wooly Above Ground 28.16 between nodes 83 and 166 Mwdmurn Wooly Under Gnound 1.77 between nodes 1 and 329 Volume capacky of Wst Rpss 2058.52ga1 Volume capacity of Dry Pipes 0.75ft3 Node Hose Flow (gpm) Static (psi) Residual tie -b Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) 1 250.00 140.000 20.000 1 10900.00 139.214 1 719.42 108.823 Safety Margin (psi) 30.391 Cortractor Numbs.' Contact Mum Adam Kantner Contact Ms Project Manager Contract Name Western States Fire Protection Phone 425.881.0100 Extension Addressl 7102 180th Ave Ne, Suite A-105 Address 2 FAX 485.736.9032 Fred Cly Redmond std. WA Ls Code 98052 Web -See © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15:43AM Page 1 Job Number. KS0199 ;.;:;:;.:;.:;.:;.;;:-;:-:,;.::: ;,;.::.;;;:.:;-: _::.:.;>.;;:.:;;. »..»>:>,»: _,,,>:,:,,.: <•.:,� Report Description: Ordinary Group I ..'::•;:,:;:-;:.;:•;:•>::;.>::•:.:;.:;.:;-;:;.;:.::.::.;:;.;:::: Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 104 27.85 24.00 5.6 24.734 Sprinkler 108 28.41 24.00 5.6 25.744 Sprinkler 112 29.59 24.00 5.6 27.911 Sprinkler 116 31.53 24.00 5.6 31.700 Sprinkler 106 27.92 24.00 5.6 24.850 Sprinkler 111 23.49 16.00 5.6 17.590 Sprinkler 114 23.71 16.00 5.6 17.928 w Sprinkler 101 24.00 24.00 5.6 18.367 Sprinkler 102 25.69 24.00 5.6 21.053 Sprinkler 107 28.14 24.00 5.6 25.258 Sprinkler 115 30.53 24.00 5.6 29.729 Sprinkler 110 23.14 16.00 5.6 17.074 Sprinkler 103 27.85 24.00 5.6 24.729 Sprinkler 105 27.90 24.00 5.6 24.819 Sprinkler 109 28.46 24.00 5.6 25.829 Sprinkler 113 29.63 24.00 5.6 27.997 Sprinkler 117 31.57 24.00 5.6 31.790 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. MAutoSPRINKOD VR5 v5.2.6 02/07/2008 11:15:46AM Page 2 .:.::..:.:..... :::::::::::::::::::............................................. Job Number: KS0199.::.::.. Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 299 1-11 P0(26-4) 101.470 329 5-834 BFP(-4.500) 104.500 289 1-11 T(50-0) 101.569 82 1410 P0(8-0) 60.413 202 14-10 E(2-0) 30.740 189 14-10 PO(5-0) I 30.990 179 1410 PO(5-0) 32.283 173 14-10 PO(5-0) 35.051 165 14-10 PO(5-0) 39.884 199 14-10 E(2-0) 21.730 194 14-10 PO(5-0) 21.799 192 14-10 PO(5-0) 22.031 186 14-10 PO(5-0) 23.024 176 14-10 PO(5-0) 26.442 170 14-10 PO(5-0) 31.779 166 14-10 PO(5-0) 37.005 83 14-10 2P0(8-0) 60.193 196 14-10 E(2-0) 30.950 190 14-10 PO(5-0) 31.099 180 14-10 PO(5-0) 32.391 174 14-10 PO(5-0) 35.161 168 1410 PO(5-0) 39.999 84 1410 2P0(8-0) 60.138 1 -4-0 S 108.823 469.42 104 12-01,4 Spr(-24.734) 24.734 27.85 108 12-0 Spr(-25.744) 25.744 28.41 112 12-0 Spr(-27.911) 27.911 29.59 116 12-0 Spr(-31.700) 31.700 31.53 • 106 13-7% Spr(-24.850) 24.850 27.92 111 13-7 Spr(-17.590) 17.590 23.49 114 12-034 Spr(-17.928) 17.928 23.71 101 13-0 Spr(-18.367) 18.367 24.00 102 13-0 Spr(-21.053) 21.053 25.69 107 13-034 Spr(-25.258) 25.258 28.14 115 12-0 Spr(-29.729) 29.729 30.53 110 13-7 Spr(-17.074) 17.074 23.14 103 13-7 Spr(-24.729) 24.729 27.85 105 12-0 Spr(-24.819) 24.819 27.90 109 12-0 Spr(-25.829) 25.829 28.46 113 12-034 Spr(-27.997) 27.997 29.63 117 12-0 Spr(-31.790) 31.790 31.57 G�, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15:47AM Page 3 '( iivl Job Number: K50199 Report Description: OrdinaryGroupII Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Qs, Route 1 DR 1.049 0=24.00 8.91 C=120 0.182331 22-1a Pf 5.439 101 13-0 q=24.00 K=5.6 18.367 Spr(-18.367) 7 Pe -0.782 186 14-10 23.024 E(2-0), P0(5-0) 29-10 Pv OR 1.610 0=94.34 14.87 C=120 0.284822 12-0 Pf 3.418 186 14-10 23.024 Pe 176 14-10 26.442 12-0 Pv OR 1.610 0=120.03 18.92 C=120 0.444743 12-0 Pf 5.337 176 14-10 26.442 Pe 170 14-10 31.779 12-0 Pv OR 1.610 0=148.18 23.35 C=120 0.656673 7-11% Pf 5.226 170 14-10 31.779 Pe 166 14-10 37.005 7-11% Pv OR 1.610 0=178.71 28.16 C=120 0.928717 16-11% Pf 23.188 166 14-10 37.005 8-0 Pe 83 1410 60.193 P0(8-0) 24-11% Pv CM 4.260 Q=324.12 7.30 C=120 0.024448 9-0 Pf 0.220 83 14-10 60.193 Pe 82 14-10 60.413 9-0 Pv CM 4.260 0=469.42 10.57 C=120 - 0.048508 533-1 Pf 35.464 82 14-10 60.413 198-0 Pe 5.593 299 1-11 101.470 12fE(8-11%), 2fEE(4-5Y2), 731-1 Pv 2Ee2(5-3), E(13-2), CV(28-11 4) , GV(2-734), PO(26-4) FM 8.329 0=469.42 2.76 C=120 0.001852 21-10 Pf 0.100 299 1-11 101.470 32-0 Pe -0.000 289 1-11 101.569 2fE(16-9) 53-10 Pv MS 10.020 0=469.42 1.91 C=120 0.000753 20-2 67-0 Pf Pe 4.566 -1.635 289 1-11 101.569 329 5-8'/: 104.500 3LtE(16-0), BV(19-0), BFP(-4.5 0) 87-2 Pv UG 10.400 0=469.42 1.77 C=140 0.000472 113-1 Pf 0.123 329 5-8%: 104.500 146-8 Pe 4.200 1 -4-0 108.823 3LtE(25-6), E(35-1), 2EE(17-6' , S 259-9% Pv Route 2 DR 1.049 0=25.69 9.54 C=120 0.206866 22-10 Pf 6.171 102 13-0 q=25.69 K=5.6 21.053 Spr(-21.053) 7-0 Pe -0.782 176 14-10 26.442 E(2-0), PO(5-0) 29-10 Pv es Route 3 DR 1.049 0=27.85 10.34 C=120 0.240071 24-1% Pf 6.750 103 13-7 q=27.85 K=5.6 24.729 Spr(-24.729) 4-0 Pe -0.529 196 14-10 30.950 2E(2-0) 28-1'% Pv OR 1.610 0=27.85 4.39 C=120 0.029804 5-0 Pf 0.149 196 14-10 30.950 Pe 190 14-10 31.099 5-0 Pv OR 1.610 0=55.75 8.79 C=120 0.107624 12-0 Pf 1.291 190 14-10 31.099 Pe 180 14-10 32.391 12-0 Pv OR 1.610 0=84.21 13.27 C=120 0.230835 12-0 Pf 2.770 180 14-10 32.391 Pe 174 14-10 35.161 12-0 Pv OR 1.610 0=113.84 17.94 C=120 0.403216 12-0 Pf 4.839 174 14-10 35.161 Pe 168 14-10 39.999 12-0 Pv OR 1.610 0=145.41 22.92 C=120 0.634191 19-9 Pf 20.139 168 14-10 39.999 12-0 Pe 84 14-10 60.138 2LtE(2-0), P0(8-0) 31-9 Pv CM 4.260 0=145.41 3.27 C=120 0.005549 10-0 Pf 0.055 84 14-10 60.138 Pe 83 1410 60.193 10-0 Pv Q6 Route 4 DR 1.049 0=27.85 10.34 C=120 0.240116 24-1% Pf 7.472 104 12-0%z q=27.85 K=5.6 24.734 Spr(-24.734) 7-0 Pe -1.216 189 14-10 30.990 E(2-0), PO(5-0) 31-1% Pv OR 1.610 0=55.77 8.79 C=120 0.107697 12-0 Pf 1.292 189 14-10 30.990 Pe 179 14-10 32.283 12-0 Pv OR 1.610 0=84.18 13.27 C=120 0.230702 12-0 Pf 2.768 179 14-10 32.283 Pe 173 14-10 35.051 12-0 Pv OR 1.610 0=113.77 17.93 C=120 0.402747 12-0 Pf 4.833 173 14-10 35.051 Pe 165 14-10 39.884 12-0 Pv (, © M.E.P.CAD, Inc. 1AutoSPRINKO VR5 v5.2.6 02/07/2008 11:15: age araitaIt Job Number: KS0199 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings OR 1.610 Q=145.30 22.90 C=120 0.633252 20-5 12-0 32-5 Pf Pe Pv 20.529 165 82 14-10 14-10 39.884 60.413 2LtE(2-0), PO(8-0) ® Route 5 DR 1.049 0=27.90 10.36 C=120 0.240880 24-134 7-0 31-1%2 Pf Pe Pv 7.496 -1.216 105 190 12-0 14-10 q=27.90 K=5.6 24.819 31.099 Spr(-24.819) E(2-0), PO(5-0) ear Route 6 DR 1.049 0=27.92 10.36 C=120 0.241160 22-734 4-0 26-7% Pf Pe Pv 6.419 -0.529 106 202 13-73 14-10 q=27.92 K=5.6 24.850 30.740 Spr(-24.850) 2E(2-0) OR 1.610 0=27.92 4.40 C=120 0.029939 8-414 8-414 Pf Pe Pv 0.250 202 189 14-10 14-10 30.740 30.990 Route 7 DR 1.049 0=28.14 10.45 C=120 0.244816 22-10 7-0 29-10 Pf Pe Pv 7.303 -0.782 107 170 13-01 14-10 q=28.14 K=5.6 25.258 31.779 Spr(-25.258) E(2-0), PO(5-0) iiis Route 8 DR 1.049 0=28.41 10.55 C=120 0.249176 24-114 7-0 31-1% Pf Pe Pv 7.754 -1.216 108 179 12-0 1¢10 q=28.41 K=5.6 25.744 32.283 Spr(-25.744) E(2-0), P0(5-0) ea Route 9 DR 1.049 0=28.46 10.57 C=120 0.249932 24-1% 7-0 31-114 Pf Pe Pv 7.778 -1.216 109 180 12-0 14-10 q=28.46 K=5.6 25.829 32.391 Spr(-25.829) E(2-0), P0(5-0) fis Route 10 DR 1.049 0=23.14 8.59 C=120 0.170426 23-10 7-0 30-10 Pf Pe Pv 5.255 -0.529 110 194 13-7 14-10 q=23.14 K=5.6 17.074 21.799 Spr(-17.074) E(2-0), PO(5-0) OR 1.610 0=46.63 7.35 C=120 0.077335 3-0 3-0 Pf Pe Pv 0.232 194 192 14-10 14-10 21.799 22.031 OR 1.610 0=70.34 11.08 C=120 0.165464 6-0 6-0 Pf Pe Pv 0.993 192 186 14-10 14-10 22.031 23.024 sar, Route 11 DR 1.049 0=23.49 8.72 C=120 0.175181 22-8 4-0 26-8 Pf Pe Pv 4.669 -0.529 111 199 13-7 14-10 q=23.49 K=5.6 17.590 21.730 Spr(-17.590) 2E(2-0) OR 1.610 0=23.49 3.70 C=120 0.021748 3-234 3-234 Pf Pe Pv 0.070 199 194 14-10 14-10 21.730 21.799 SIP Route 12 DR 1.049 0=29.59 10.98 C=120 0.268515 24-136 7-0 31-134 Pf Pe Pv 8.356 -1.216 112 173 12-0 14-10 q=29.59 K=5.6 27.911 35.051 Spr(-27.911) E(2-0), P0(5-0) GO Route 13 DR 1.049 0=29.63 11.00 C=120 0.269277 24-134 7-0 31-1% Pf Pe Pv 8.380 -1.216 113 174 12-034 14-10 q=29.63 K=5.6 27.997 35.161 Spr(-27.997) E(2-0), PO(5-0) saw Route 14 DR 1.049 0=23.71 8.80 C=120 0.178297 22-10 7-0 29-10 Pf Pe Pv 5.319 -1.216 114 192 12-03 14-10 q=23.71 K=5.6 17.928 22.031 Spr(-17.928) E(2-0), P0(5-0) = Route 15 DR 1.049 0=30.53 11.33 C=120 0.284652 22-10 7-0 29-10 Pf Pe Pv 8.492 -1.216 115 166 12-0 14-10 q=30.53 K=5.6 29.729 37.005 Spr(-29.729) E(2-0), P0(5-0) Csi* Route 16 DR 1.049 0=31.53 11.70 C=120 0.302067 24-1% 7-0 31-11 Pf Pe Pv 9.400 -1.216 116 165 12-0 14-10 q=31.53 K=5.6 31.700 39.884 Spr(-31.700) E(2-0), PO(5-0) Route 17 DR 1.049 0=31.57 11.72 C=120 0.302863 24-1% 7-0 31-1% Pf Pe Pv 9.425 -1.216 117 168 12-0 14-10 q=31.57 K=5.6 31.790 39.999 Spr(-31.790) E(2-0), P0(5-0) (!, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 :1b: y artaaaa Pipe Type Diameter Flow Job Number: KS0199 Report Description: Ordinary Group II Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary ( Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter 4.67 = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 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 ppe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation diffe.ence between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V 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 11W Elbow Ee2 22W Elbow f Flow Device 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 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15:49AM Page 6 ?k Job Number. KS019.i �• - -� >�-� � -•- --�-�� --� - • Report Description: Ordinary Group 1 Supply at Node 1 150 _ -Static Pressure 140.000 135 120 - 719.42 69.42 with hose @ 108.823 streams 105 90 U1 Q. _ 75 _ to _ N _ _ a 60 -LS/stem demand curve 45 30 _ 10900.00 IQ 20.000, 15 j 111111111 11111111 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 0-lPt@llftll 'n 22 1100°° 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hya.uic Graph Supply at Node 1 Static Pressor. 140.000 Residual Praan.. 10900.00 @ 20.000 Ava➢abl. PnssunTtne of Test 139.214 @ 719.42 System Demand 469.42 @ 108.823 system Demand (Inclu�ny Hasa Allowance) 719.42 @ 108.823 © M.E.P.CAD, Inc. K AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15: age SHEET INDEX SHEET NUMBER SHEET TITLE FIRE A A' M SYSTE TUKWILA, WASHINGTON • FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYTEM FA -04 SITE PLAN, SYSTEM CALCULATIONS (GENERAL), RISER DIAGRAM WIRE DESIGNATION SCHEDULE FILE CO V' y ..��_. n i WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION -- SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED _#18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V x%12 AWG THHN/THWN . .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. 4 SHIELDED WIRE TO BE GROUNDED' ATI'1 P❑INT OF ORIGIN PUNCHED THROUGH EACH r .•; I � +q, =ti`- "'" � sit Without Comments A< Noted In Red Per The Attached Letter !hese plans have, he::- r: revft ;r<:d try Tho Tukwila Fire Prevention 8urEeu; :r cu:.:_:r::-;::,c v!ilh current city standards. Ac.._, . :._ ; _ errors and omissions ,; ;rl, v;: !; of adopted t stanaards arid c .. - iLil;: for the adequroy of c'• t designer. Additions, delv...... , drawings atter #this date will void U. -IL ___ ;,c :gill require a resubmittal of ret:i� d_ccc.,c, n s for : ubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Ll/ _?-f Ob By: I NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Reinspection Fee and termination of the testing. Because of increased demand our inspectors' schedules are_ booked 3-7. days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequesMci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection, DEVICE WRAPPED WITH TUKWILA FIRE DEPARTMEN Please call: 575.4402 - ynd give this job end exact address for shut. .•:;tion or restoration =Provo!) TAPE AND TAPED AT END GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-07 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE. SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS' A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2002 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF. THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 2 1 1 SYMBOL DESCRIPTION FACP [EARA 1 BPS 1 T -D HCP HZM FIRE ALARM EX CONTROL PANEL FIRE ALARM REMOTE ANNUNCIATOR REMOTE BOOSTER EX POWER SUPPLY SYMBOLS LEGEND MODEL XLS-V SDD-C PAD -3 INTERFACE MODULE HTRI-R WITH RELAY DUAL INPUT INTERFACE MODULE CONTROL POINT MODULE HTRI-D HCP REMOTE CONVENTIONAL HZM ZONE MODULE r81 -i LINEAR BEAM _N SMOKE DETECTOR MANUFACTURER BACKBOX SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS PBA -1191 SIEMENS SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE ® DUCT SMOKE p DETECTOR HEAT DETECTOR (ADDRESSABLE) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM STROBE (CEILING MOUNT) FIRE ALARM © STROBE (WALL MOUNT) sc (CEILING MOUNT) SPEAKER STROBE FIRE ALARM AD2-P W/ SIEMENS TSM MODULE HFPT-11 W/ SIEMENS DB -11 BASE SET -MC -CW SIEMENS SET -MC -W SIEMENS ZR -MC -CW SIEMENS ZR -MC -W SIEMENS SET -MC -CW SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP 4S DEEP 4S DEEP 4S DEEP PROVIDED 4S DEEP W/ 1G RING DUCT HOUSING 4S DEEP W/ 1G RING 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. 4S BOX W/ 1G RING 4S BOX W/ 1G RING W/ 1-1/2" EXT. 4S DEEP BOX MOUNTING HEIGHT 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD CEILING VERIFY IN FIELD CEILING CEILING 80" A.F.F. TO BOTTOM CEILING 80" A.F.F. TO BOTTOM U.O.N. CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -HMC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. 4S DEEP BOX W/ 1-1 /2" EXT. CEILING 80" A.F.F. TO BOTTOM C FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING L FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. Q C FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING P FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM B WP FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR 1 MULTI -VOLTAGE CONTROL RELAY MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD ❑M MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FATC FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD O JUNCTI❑N BOX F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN BLUE AS BUILT REMOVE AS BUILT NOTES TO CAD N/A N/A N/A N/A N/A N/A N/A N/A j 4CALE: 1/8"=1' I L WIIa Fire DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 2/27/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET =7i FA -0 1 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved \;,` THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NEPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS OTYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE NOTE FOR ADDITIONAL SPEaFICATIONS SEE PRODUCT DOCUMENTATION. DUCT DETECTOR LOCATION *CONTACT RATINGS: 4.0A 0 125VAC 4.0A 0 30VDC MODULE OPTIONS LED ® SUPERVISORY POINT 0 FORM 'C- RELAY CONTACTS 1M,RE sHID1D OUNTING SLOTS FOR 4 INCH SWITCH BOX MOUNTING SLOTS FOR DOUBLE GANG SWITCH BOX FROM PREVIOUS -. E ADDRESSABLE DEM OR POWER SOURCE DATA IN (+) DATA IN ( ) (+) DATA OUT ( ) DATA OUT TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C CLINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - 27 VDC 3.5 riA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.02uF 0.04uF 14 AWG. 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTION. IQ AI TB1 5165096- 23456 HCP TB2 0 65 qls 4 3 2 1 OUTLET SAMPLIN TUBE INLET SAMPLIN TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE SUPERVISED SWITCH f2 SPRINKLER MONITORING DEVICES, (TAAPER TC�H)TROL VALVE NOTE F FS -1121-D MONITORS BOTH ALARM AND SUPV DEVICES, THE ALARM DEVICE MUST BE HIRED TD SUPERVISED SNJITCD AND THE SUPV DEVICE TO SUPERVISED STITCH I2. 470 OHMS EOL 0 0 FROM XLS CONTROL PANEL OR (+)>--- PREVIOUS ADDRESSABLE DEVICE (-)'- IICONTACT RATINGS: 4.0A 0 125VAC 4.0A 0 30VDC MODULE OPTIONS ® SUPERVISORY POINT LED ® FORM -C' RELAY CONTACTS SUPERVISED SWITCH SPRINKLER MONITORING DEVICES, —WATERFLOV SWITCH CONING SLOTS FOR 4 INCH SNITCH BOX MOUNTING SLOTS FOR DOUBLE GANG SWITCH BOX FROM PREVIOUS ADDRESSABLE DINT OR POWER SOURCE DATA IN (+) DATA IN (-) NEXT DEVICE -lei (+) DATA OUT ( ) DATA OUT O TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE 0 GND N AC 0 0 I3 9 0 PAD -3 0 0 O INPUT- INPUT TROUBLE. NAC1 NAC2 NAC3 NAC4 AUX 1+ 17+ 1.2+2- 2 NC.0 NO +. - MIA 1111M1301101 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE 2 NAC -4 2 NAC -3 NAC -2 NAC -1 FROM REMOTE POWER SUPPLY FROM FRCP (VOICE CIRCUIT) 0 SWITCH INPUT TSM -1 NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. FRONT VIEW 0 L VOA 0 4 0 ran aa�n. IbIAI9I9 (-1-X-0(–)(–) TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL )TO NEXT DEVICE OR ) STOP IF LAST DEVICE SCALE NONE STROBE SPEAKER r1 STROBE STROBE SPEAKER � r SPEAKERISTROBE AND STROBE WIRING - LABEL SCALE SPEAKER STROBE OR STROBE ONLY R E 00 - MANUAL PULL STATION O 048- TO PULL 45 DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 45 BOX (STROBE ONLY) 4- SQUARE DEEP BACK BOX WITH 1G TRIM RING SPEAKER STROBE OR STROBE ONLY R 80" AF.F. O 4S DEEP BOX w/ 1-1/2"i EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) PULL STATION —SPEAKER/STROBE SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR J END OF LINE TO NEXT DEVICE OR END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATIN TEMPERATUX -F32' F (0.0 TO 10U F 311' C HUMIDITY: 0- X RELATIVE HUMIDITY. NON -CONDENSING —* FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) > DATA IN (-F) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT N MEN USED IN CONJUNCTION ViTH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEICE > ( ) DATA OUT > (-4+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID CEILING SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE 0o- 0 0 oo o% Woo 00o CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPP❑RT Ij 0 0 ; o 1 TO NEXT DEVICE SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE NONE 0 0 0 CADDY BAR SUSPENDED ILLUMINATED CEILING right 2006 b Guardian Securit Systems, Inc. All Rights Reserved nie Eft Q., W Mft C/1 6 sum r RE[EASE/REVIS 4S DESCRIPTION w Q 0 C CO CO J 1 00 WCC LEE �Q cn z z (-)u)Ca1< iu)5 E --- W ACALE: 1/8"=1' DRAWN BY: (:ANDERSON DESIGNED BY: R_VEZZANI DATE: 2/27/08 BACKROUND PLAN PROVIDED BY: `OB NUMBER: SHEET FA -02 EOL—S1 18.62V FA BOXI-. ELECRICAL ROOM EXISTING STOCKROOM 12'-0" 2S 2Y n 15 • • STORAGE EXISTING se BATHROOM /1 / 102 \ / \ / \1 V 1 / \ ‘. RE! 115 \ \ '-1 \ / .---77— , i / \ / \ ., / \ i \/ \ / \ Xi V A / \ / \ \ / - \ A / \ 15 2S,2V 4 -7-- SALES FLOOOR 1S-0" 1, '1 ENTRANCE 12'-0" I \ i k 1:.0_ .1 1 k 1 ' 1 1 1 1 I 1 1 1 I 1 1 1 2S,2V 1 \ 11 11 11 -------,_ 1 . 1-11 11 , • 1 1 11 1 t t1\ 1 1 1 t11; 1 - 1 II\ t 1 I; 1 1r— . -,,- -11---------)::-------. -.1 — L_____ -----Tic -1 -----------it------==:::=,=== ir----------A ----_-__L_I:, 1 ' / / \ \ \/\.. .I./.\ \'\\1 /. \ / 1 > 7 / / \ \ / \ / i \/ \/ \ 1 \ 1 / \\ /: \ / \ ii 1 , /` / 4' // ./i / \‘-,/- \/ 47 \71 \i < /( i / :,// \3 / \ / / e / i\ \ 185 c S < C I 1- cr 0 z 4 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved • 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 ?;! DESCRIPTION L1J SCALE: 1 /8" = 1 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 2/27/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET J FA -03 } 1 1 18. •1 1 NORTH r'1 111. .1l 11 11 11 1„1 1 1 :1\ ITT -4 1,1 • 1;-"1 SKECHERS WESTFIELD SOUTHCENTER MALL SCALE 1132'4 EOL -S1 18.62V EX RISER DIAGRAM ,fir. ,11 ;1 3i 0 - F N 1. t 1 \ i.- 1__1_11 ` L< t� SYSTEM CALCULATIONS r SKETCHERS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations SKECHERS FACP ADD ONS 1 Current Load: Standby: Alarm: Current Load: Deice Type Qty Standby: Alarm: Amps Total Amps Total Device Type Qty Main System Board SET -MC @15CD, SET -MC @30CD SET -MC @75CD SET -MC @110Cb SET HMC-C@115CD SET-HMC-C@135CD SET HMC-C@185CD ZR -MC @15CD ZR -MC @30CD I HCP Standby Curren • HFP-11 Amps 0.0022 Total 0.0022 Amps 0.0023 Total 1 0.03 0.03 0.030 0.030 AD2-P 1 0.0635 0.0635 0.064 0.064 1 1 0.064 0.098 0.175 0.233 0.048 0.064 0.048 0.318 1 0.445 1 0.064 0.064 HTR -R HTRI-D 2 0.009600 0.0096 0.021 0.042 0.001600 0.0035 • 0.0731 Amps 0.106 Amis 0.098 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.0015 0.03 Amps 0.2062 Amps Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours Load: Alarm Current ;Load: ll. Cij 0.03 Amps 0.2062 Amps For 24 Hours = For 5 Minutes= 0.720 0.017 Amp -hours Amp -hours Total System Current Load: 25% Derating= 2.204 2.204 25% Derating= 0.922 Amp -hours Amp -hours Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Battery Pair tobe Used: Total System Current Load. 12VDC 0.922 Amp -hours Amp -hours 7AH X IF RECOMMENDED MINIMUM BATTERY SIZE = 7.00 Arlpere*Hours BATTERY SIZING CALCULATION _.__....._ ..__Notification Appliance Circuit Detail PROJECT:: WESTFIELD SOUTHCENTER MALL Panel: SKECNERS Date: l April 17, 2008 CIRCUIT:IS1 QTY • 1 Device ..__„e Type 1 'SET -MC @15CD117 117: , • 0....._ 1SET-MC @30CD '_..... 180 0 0 (SET -MC @75CD 2971 0 1 -SET-MC @110CD 2331 233' 1 ;SET-HMC-C@115CD 3 318€ 3181 0 ?SET-HMC-C@177CD 4451 0 0 ;SET -HMC @135CD 3181 0 1 3SET-HMC @185CD 445; 4455 1 Z-MC@15CD 111= 111 0 1Z-MC@30CD 200; 264; TOTAL m A=1 1 ----- --- 'Wire Resistance : 3.24._ CURRENT TOTAL= 1224 Alarm Current i Alarm Total 1 Wire Size Wire Length 1 Voltage at EOL 1 Circuit Total 0 1SET-MC-CW@110CD DEVICES=S CIRCUIT:1S2 0 0 1224 12 224 18.62333952 Notification Appliance Circuit Detail PROJECT: I WESTFIELD SOUTHCENTER MALL Panel: SKECHERS Date: ' Ap it 17; 2008 CIRCUIT:SPEAKER CIRCUIT - QTY Device Type :Alarm Current: Alarm Total 4 170.7V1/8 - 1.8- 0 01 0 0 :. ' 0; 0 1 1224 ;Wire Resistance :5.16 CURRENT TOTAL=7.2 7.21 01 0;. 01 _ .__,< .....--_--.. -__ _........ _.__._._ __ __._ _. __. _...___ _..- _ "'. -' - ....... S_.�......_.,-,.... _.:. ..........._•_--..----- __ -----. _.-._-- • DEVICES==4 ? TOTAL m A= 7 0( Wire Size 1 Wire Length Voltage at -EOL Circuit Total 12 f 400 20.37027841 7.2 SYSTEM CALCULATIONS ;Total Wire Resistance (R Total Device Load, Amps (I) T _y. (Total Cct Load) Total Wire Resistance (R ) (WL.*2)*(R/ft) 3Total Device Load Am s(I) (Total Cct Load) ;Voltage Drop (E ) �_. (E= I *. R) I EOL Voltage (20.4 - E) - Copyright 2006 b { 1.451 1.221 4.131 0.01 0.03' 20.37 Guardian Secunt S stems, Inc. All hts Reserve iz r,r) V ; z: 0; _; Q LU • =4".: ` cn o Li] 3. •�.:: o cr);N LU RELEASE/REVISIONS DESCRIPTION FOR APPROVAL 25 REVISONS REVISIONS PE 0 .W: it ISCALE: 1:/32"= DRAWN BY: DESIGNED BY: R.VEZZANI DATE: 2/27/08 41 ;11 JOB NUMBER: 816 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-129 08-S-039 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Skechers 816 Southcenter Mall Permit No.: 08-S-039 Date: February 14, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 20' of the end of a feed or cross main. Bracing is Fequired unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. All references are NFPA 13, 2007 Edition. Existin• 4" Main 102 NEW RESTROOM 4-14 A.F.F. GYP. BD. CEILING A.F.F S.S. CEILING A.F.F. GYP. B0. CEILING SDN 1 x 2-81/2 / J / r / / r , /r rYe`r1 /f/ r .• r.,sy� /T rrr ,r // 77:77:::;y7,::::::•.e,w !/ri /r)07 // r/,/ rr /aL /�' iJ///// rJ//r,//r•i/ ./�!'///i/ii.,.�4r�r �-�/�/i v.. iu�Fn�imnF dk,Sak9" ,,,wfr...:..w.!iut, r/r 0 DN 1 x 2-81/z N 11/2, ®4, 1% 14 5-111/2" @ V," 12-0 7,.41 2-21/2 1--/ fi6c?'Pi �/r ri:r"�r � / / I / J • ! r r, r• J / / i/'! //':rifer ///.r •//: ,%r��!� ,•'/ 2' x 4' CEILING TILES F. CEILING 7 P Remote Area-Skechers USA r. CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS Ordinary Hazard MAX. COVERAGE per HEAD 130 Ft2 DENSITY .20 GPM / Ft2 for 1230.79 Ft2 SPRINKLER Reliable Model F1 FR SSP ORIFICE 1/26 K= 5.62 WATER FLOW INFORMATION*: STATIC 140 PSI RESIDUAL 20 PSI FLOW 250 GPM AT BASE OF RISER, SYSTEM REQUIRES: 469 GPM © 101 PSI i * At time of Design SKECHERS D O EJ / i Rag VICINITY MAP SCALE: NTS Suite# 816) C11 • a --Q��- 11-10 EXISTING 1HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK FIRE SPRINKLER PLAN SCALE: 3/16" =1'-0" 9 V General Notes 0 ACCEPT Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city. standards. Acceptance is °:L.ble,ct to errors and omissions which do not authori:z.l:: violations of adopted standards and 01:;1I11srlC :-.. l i .:. S. lcrlsibi;ity for the 'adequacy of t1;:E.ir:{1 ! i, n`. irlr, designer. Additions, del,i6ons drawings atter This date will void this a c7;;;;.,:u.. _. ' I;C .:ill require a resubmittal of revised ctrl .r sl • .or subscquent,approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: a / By: ,„Si 1 TOKWILA FIRE DEPARTMEDIE Please call: 575.4407, and give this job No. OS -S -03 9 and exact address for shut• i luwn or restoration approval: 1 0 Hanger No. 07C HILTI Kwik Bolt III. • Cut Rod Lath Rounded to Nearest Inch q. Concrete Construction Bottom of Concrete to Center Line of Plpe Note on Plan Swivel Ring Note on Plan: Hanger Number and 'A' Dimension FIG.909 SWIVEL SWAY BRACE FITTING (214 EM EDL ENGTH) FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 1. Western States Fire Protectio ,.. - ii nchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. AH new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local. codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 9. The A.T.R on the hangers will be used as the horizontal restraint, SYMBOL LEGEND REVISIONS 2 -WAY EARTHQUAKE BRACE NO, DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE Sprinkler Legend Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequest(hci.tukwila.wa. us to schedule your inspections -a minimum of 48 hours in advance. of the date you want an inspection. ®TILE, Weld stamps must be inspected before pipe is hung. Da not paint pipin prior to hydrostatic test 9 approval. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A� PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3/B" KWIK BOLT (2 ye EMBED LENGTH) BRACE PIPE u I NON -THREADED BRACE PIPE LATERAL BRANCHLINERESTRAINT Zone T2 Riser Root w O Skechers. USA SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 32 5.6 Pendent ,1N Chrome 155°F Reliable F1FR SSP APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total = 32 CONT, NO.: KS0199 HANGER SYMBOL Branch Line Restraint DRAWN BY: Adam Kantner SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 32 DATE: 2/11/08 Nth WEST RISER ROOM (for hydraulic re_3 12. iooee ii_Jkli4q3 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF12.6QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBWUEROUE /AUSTIN /DALLAS / DECATUR/ DEM ER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS (MINNEAPOLIS /PHOENIX /PORTLAND ! RAPID CITY/ST. PAUL /SALT LAKE COY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Skechers USA g/10 4803j'outhcenter Mall Tukwila WA, 98188 Fire Sprinkler Plan ce w w z C7 w L r (0 CONTRACTOR: SHEET FP -1 OF 1 (i-. ♦j0� 11/2 11'-0"A.F.F` r �j(� ,' 11/2 3-01/241D 13'-0' A.F.F.GP �•.I ' (.g‘ \ <•?r W ,5-111/2 0- � j' T P.BD.CEILING 11/2 GYP. BD. SOFFIT W. M Yir "-""*----....„,14411 7 ,i�, + N`, ��✓ ;, /is v .� 'y-' j 1 + I lv? *CP FLOOR ,9'; ' ` .ii)♦rd+g 7•1 100 190 tyro 1415 ' 11A 11L az i,_ 2-21/2 1--/ fi6c?'Pi �/r ri:r"�r � / / I / J • ! r r, r• J / / i/'! //':rifer ///.r •//: ,%r��!� ,•'/ 2' x 4' CEILING TILES F. CEILING 7 P Remote Area-Skechers USA r. CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS Ordinary Hazard MAX. COVERAGE per HEAD 130 Ft2 DENSITY .20 GPM / Ft2 for 1230.79 Ft2 SPRINKLER Reliable Model F1 FR SSP ORIFICE 1/26 K= 5.62 WATER FLOW INFORMATION*: STATIC 140 PSI RESIDUAL 20 PSI FLOW 250 GPM AT BASE OF RISER, SYSTEM REQUIRES: 469 GPM © 101 PSI i * At time of Design SKECHERS D O EJ / i Rag VICINITY MAP SCALE: NTS Suite# 816) C11 • a --Q��- 11-10 EXISTING 1HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK FIRE SPRINKLER PLAN SCALE: 3/16" =1'-0" 9 V General Notes 0 ACCEPT Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city. standards. Acceptance is °:L.ble,ct to errors and omissions which do not authori:z.l:: violations of adopted standards and 01:;1I11srlC :-.. l i .:. S. lcrlsibi;ity for the 'adequacy of t1;:E.ir:{1 ! i, n`. irlr, designer. Additions, del,i6ons drawings atter This date will void this a c7;;;;.,:u.. _. ' I;C .:ill require a resubmittal of revised ctrl .r sl • .or subscquent,approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: a / By: ,„Si 1 TOKWILA FIRE DEPARTMEDIE Please call: 575.4407, and give this job No. OS -S -03 9 and exact address for shut• i luwn or restoration approval: 1 0 Hanger No. 07C HILTI Kwik Bolt III. • Cut Rod Lath Rounded to Nearest Inch q. Concrete Construction Bottom of Concrete to Center Line of Plpe Note on Plan Swivel Ring Note on Plan: Hanger Number and 'A' Dimension FIG.909 SWIVEL SWAY BRACE FITTING (214 EM EDL ENGTH) FIG.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE 1. Western States Fire Protectio ,.. - ii nchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. AH new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local. codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 9. The A.T.R on the hangers will be used as the horizontal restraint, SYMBOL LEGEND REVISIONS 2 -WAY EARTHQUAKE BRACE NO, DESCRIPTION DATE 4 -WAY EARTHQUAKE BRACE Sprinkler Legend Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequest(hci.tukwila.wa. us to schedule your inspections -a minimum of 48 hours in advance. of the date you want an inspection. ®TILE, Weld stamps must be inspected before pipe is hung. Da not paint pipin prior to hydrostatic test 9 approval. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A� PIPE CLAMP FOR SWAY BRACE LATERAL BRANCHLINE RESTRAINT 3/B" KWIK BOLT (2 ye EMBED LENGTH) BRACE PIPE u I NON -THREADED BRACE PIPE LATERAL BRANCHLINERESTRAINT Zone T2 Riser Root w O Skechers. USA SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 32 5.6 Pendent ,1N Chrome 155°F Reliable F1FR SSP APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT Total = 32 CONT, NO.: KS0199 HANGER SYMBOL Branch Line Restraint DRAWN BY: Adam Kantner SPRK. ON SHEET: SEE LEGEND SPRK. ON JOB: 32 DATE: 2/11/08 Nth WEST RISER ROOM (for hydraulic re_3 12. iooee ii_Jkli4q3 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF12.6QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBWUEROUE /AUSTIN /DALLAS / DECATUR/ DEM ER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS (MINNEAPOLIS /PHOENIX /PORTLAND ! RAPID CITY/ST. PAUL /SALT LAKE COY /SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Skechers USA g/10 4803j'outhcenter Mall Tukwila WA, 98188 Fire Sprinkler Plan ce w w z C7 w L r (0 CONTRACTOR: SHEET FP -1 OF 1 Job Number: KS0199 Report Description: Ordinary Group II Job Number KS0199 Design Engineer Adam Kantner Job Name Skechers USA Sale Cerbficetion/Licerae Number Address 1 633 Southcenter # 816 Add's:32 lob Sae City Tukwila s. WA Lp Code 98188 Mast Damming SOM. Data 5.6 K -Factor 24.00 at 18.367 )AnaN.m. Skechers USA.cad Occupency Ordinary Group II Hose Agowance Al Source 250.00 gamey 0.20gprn/ft2 Addition& Hose &mores Node Flow(opml Number Of SprinIders Cs/culated 17 Area of Appecabon 1500.00ft2 (Actual 1230.79f12) Caverns Per Spreader 120.00ft2 Total Hasa Streams 250.00 System Flow Demand 469.42 Total W dor Required (Inclucfmg Hose Allowance) 719.42 Msodmurn Pressure Unbalance In Loops 0.000 Madman Wooly Above Ground 28.16 between nodes 83 and 166 Mwdmurn Wooly Under Gnound 1.77 between nodes 1 and 329 Volume capacky of Wst Rpss 2058.52ga1 Volume capacity of Dry Pipes 0.75ft3 Node Hose Flow (gpm) Static (psi) Residual tie -b Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) 1 250.00 140.000 20.000 1 10900.00 139.214 1 719.42 108.823 Safety Margin (psi) 30.391 Cortractor Numbs.' Contact Mum Adam Kantner Contact Ms Project Manager Contract Name Western States Fire Protection Phone 425.881.0100 Extension Addressl 7102 180th Ave Ne, Suite A-105 Address 2 FAX 485.736.9032 Fred Cly Redmond std. WA Ls Code 98052 Web -See © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15:43AM Page 1 Job Number. KS0199 ;.;:;:;.:;.:;.:;.;;:-;:-:,;.::: ;,;.::.;;;:.:;-: _::.:.;>.;;:.:;;. »..»>:>,»: _,,,>:,:,,.: <•.:,� Report Description: Ordinary Group I ..'::•;:,:;:-;:.;:•;:•>::;.>::•:.:;.:;.:;-;:;.;:.::.::.;:;.;:::: Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 104 27.85 24.00 5.6 24.734 Sprinkler 108 28.41 24.00 5.6 25.744 Sprinkler 112 29.59 24.00 5.6 27.911 Sprinkler 116 31.53 24.00 5.6 31.700 Sprinkler 106 27.92 24.00 5.6 24.850 Sprinkler 111 23.49 16.00 5.6 17.590 Sprinkler 114 23.71 16.00 5.6 17.928 w Sprinkler 101 24.00 24.00 5.6 18.367 Sprinkler 102 25.69 24.00 5.6 21.053 Sprinkler 107 28.14 24.00 5.6 25.258 Sprinkler 115 30.53 24.00 5.6 29.729 Sprinkler 110 23.14 16.00 5.6 17.074 Sprinkler 103 27.85 24.00 5.6 24.729 Sprinkler 105 27.90 24.00 5.6 24.819 Sprinkler 109 28.46 24.00 5.6 25.829 Sprinkler 113 29.63 24.00 5.6 27.997 Sprinkler 117 31.57 24.00 5.6 31.790 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. MAutoSPRINKOD VR5 v5.2.6 02/07/2008 11:15:46AM Page 2 .:.::..:.:..... :::::::::::::::::::............................................. Job Number: KS0199.::.::.. Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 299 1-11 P0(26-4) 101.470 329 5-834 BFP(-4.500) 104.500 289 1-11 T(50-0) 101.569 82 1410 P0(8-0) 60.413 202 14-10 E(2-0) 30.740 189 14-10 PO(5-0) I 30.990 179 1410 PO(5-0) 32.283 173 14-10 PO(5-0) 35.051 165 14-10 PO(5-0) 39.884 199 14-10 E(2-0) 21.730 194 14-10 PO(5-0) 21.799 192 14-10 PO(5-0) 22.031 186 14-10 PO(5-0) 23.024 176 14-10 PO(5-0) 26.442 170 14-10 PO(5-0) 31.779 166 14-10 PO(5-0) 37.005 83 14-10 2P0(8-0) 60.193 196 14-10 E(2-0) 30.950 190 14-10 PO(5-0) 31.099 180 14-10 PO(5-0) 32.391 174 14-10 PO(5-0) 35.161 168 1410 PO(5-0) 39.999 84 1410 2P0(8-0) 60.138 1 -4-0 S 108.823 469.42 104 12-01,4 Spr(-24.734) 24.734 27.85 108 12-0 Spr(-25.744) 25.744 28.41 112 12-0 Spr(-27.911) 27.911 29.59 116 12-0 Spr(-31.700) 31.700 31.53 • 106 13-7% Spr(-24.850) 24.850 27.92 111 13-7 Spr(-17.590) 17.590 23.49 114 12-034 Spr(-17.928) 17.928 23.71 101 13-0 Spr(-18.367) 18.367 24.00 102 13-0 Spr(-21.053) 21.053 25.69 107 13-034 Spr(-25.258) 25.258 28.14 115 12-0 Spr(-29.729) 29.729 30.53 110 13-7 Spr(-17.074) 17.074 23.14 103 13-7 Spr(-24.729) 24.729 27.85 105 12-0 Spr(-24.819) 24.819 27.90 109 12-0 Spr(-25.829) 25.829 28.46 113 12-034 Spr(-27.997) 27.997 29.63 117 12-0 Spr(-31.790) 31.790 31.57 G�, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15:47AM Page 3 '( iivl Job Number: K50199 Report Description: OrdinaryGroupII Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Qs, Route 1 DR 1.049 0=24.00 8.91 C=120 0.182331 22-1a Pf 5.439 101 13-0 q=24.00 K=5.6 18.367 Spr(-18.367) 7 Pe -0.782 186 14-10 23.024 E(2-0), P0(5-0) 29-10 Pv OR 1.610 0=94.34 14.87 C=120 0.284822 12-0 Pf 3.418 186 14-10 23.024 Pe 176 14-10 26.442 12-0 Pv OR 1.610 0=120.03 18.92 C=120 0.444743 12-0 Pf 5.337 176 14-10 26.442 Pe 170 14-10 31.779 12-0 Pv OR 1.610 0=148.18 23.35 C=120 0.656673 7-11% Pf 5.226 170 14-10 31.779 Pe 166 14-10 37.005 7-11% Pv OR 1.610 0=178.71 28.16 C=120 0.928717 16-11% Pf 23.188 166 14-10 37.005 8-0 Pe 83 1410 60.193 P0(8-0) 24-11% Pv CM 4.260 Q=324.12 7.30 C=120 0.024448 9-0 Pf 0.220 83 14-10 60.193 Pe 82 14-10 60.413 9-0 Pv CM 4.260 0=469.42 10.57 C=120 - 0.048508 533-1 Pf 35.464 82 14-10 60.413 198-0 Pe 5.593 299 1-11 101.470 12fE(8-11%), 2fEE(4-5Y2), 731-1 Pv 2Ee2(5-3), E(13-2), CV(28-11 4) , GV(2-734), PO(26-4) FM 8.329 0=469.42 2.76 C=120 0.001852 21-10 Pf 0.100 299 1-11 101.470 32-0 Pe -0.000 289 1-11 101.569 2fE(16-9) 53-10 Pv MS 10.020 0=469.42 1.91 C=120 0.000753 20-2 67-0 Pf Pe 4.566 -1.635 289 1-11 101.569 329 5-8'/: 104.500 3LtE(16-0), BV(19-0), BFP(-4.5 0) 87-2 Pv UG 10.400 0=469.42 1.77 C=140 0.000472 113-1 Pf 0.123 329 5-8%: 104.500 146-8 Pe 4.200 1 -4-0 108.823 3LtE(25-6), E(35-1), 2EE(17-6' , S 259-9% Pv Route 2 DR 1.049 0=25.69 9.54 C=120 0.206866 22-10 Pf 6.171 102 13-0 q=25.69 K=5.6 21.053 Spr(-21.053) 7-0 Pe -0.782 176 14-10 26.442 E(2-0), PO(5-0) 29-10 Pv es Route 3 DR 1.049 0=27.85 10.34 C=120 0.240071 24-1% Pf 6.750 103 13-7 q=27.85 K=5.6 24.729 Spr(-24.729) 4-0 Pe -0.529 196 14-10 30.950 2E(2-0) 28-1'% Pv OR 1.610 0=27.85 4.39 C=120 0.029804 5-0 Pf 0.149 196 14-10 30.950 Pe 190 14-10 31.099 5-0 Pv OR 1.610 0=55.75 8.79 C=120 0.107624 12-0 Pf 1.291 190 14-10 31.099 Pe 180 14-10 32.391 12-0 Pv OR 1.610 0=84.21 13.27 C=120 0.230835 12-0 Pf 2.770 180 14-10 32.391 Pe 174 14-10 35.161 12-0 Pv OR 1.610 0=113.84 17.94 C=120 0.403216 12-0 Pf 4.839 174 14-10 35.161 Pe 168 14-10 39.999 12-0 Pv OR 1.610 0=145.41 22.92 C=120 0.634191 19-9 Pf 20.139 168 14-10 39.999 12-0 Pe 84 14-10 60.138 2LtE(2-0), P0(8-0) 31-9 Pv CM 4.260 0=145.41 3.27 C=120 0.005549 10-0 Pf 0.055 84 14-10 60.138 Pe 83 1410 60.193 10-0 Pv Q6 Route 4 DR 1.049 0=27.85 10.34 C=120 0.240116 24-1% Pf 7.472 104 12-0%z q=27.85 K=5.6 24.734 Spr(-24.734) 7-0 Pe -1.216 189 14-10 30.990 E(2-0), PO(5-0) 31-1% Pv OR 1.610 0=55.77 8.79 C=120 0.107697 12-0 Pf 1.292 189 14-10 30.990 Pe 179 14-10 32.283 12-0 Pv OR 1.610 0=84.18 13.27 C=120 0.230702 12-0 Pf 2.768 179 14-10 32.283 Pe 173 14-10 35.051 12-0 Pv OR 1.610 0=113.77 17.93 C=120 0.402747 12-0 Pf 4.833 173 14-10 35.051 Pe 165 14-10 39.884 12-0 Pv (, © M.E.P.CAD, Inc. 1AutoSPRINKO VR5 v5.2.6 02/07/2008 11:15: age araitaIt Job Number: KS0199 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings OR 1.610 Q=145.30 22.90 C=120 0.633252 20-5 12-0 32-5 Pf Pe Pv 20.529 165 82 14-10 14-10 39.884 60.413 2LtE(2-0), PO(8-0) ® Route 5 DR 1.049 0=27.90 10.36 C=120 0.240880 24-134 7-0 31-1%2 Pf Pe Pv 7.496 -1.216 105 190 12-0 14-10 q=27.90 K=5.6 24.819 31.099 Spr(-24.819) E(2-0), PO(5-0) ear Route 6 DR 1.049 0=27.92 10.36 C=120 0.241160 22-734 4-0 26-7% Pf Pe Pv 6.419 -0.529 106 202 13-73 14-10 q=27.92 K=5.6 24.850 30.740 Spr(-24.850) 2E(2-0) OR 1.610 0=27.92 4.40 C=120 0.029939 8-414 8-414 Pf Pe Pv 0.250 202 189 14-10 14-10 30.740 30.990 Route 7 DR 1.049 0=28.14 10.45 C=120 0.244816 22-10 7-0 29-10 Pf Pe Pv 7.303 -0.782 107 170 13-01 14-10 q=28.14 K=5.6 25.258 31.779 Spr(-25.258) E(2-0), PO(5-0) iiis Route 8 DR 1.049 0=28.41 10.55 C=120 0.249176 24-114 7-0 31-1% Pf Pe Pv 7.754 -1.216 108 179 12-0 1¢10 q=28.41 K=5.6 25.744 32.283 Spr(-25.744) E(2-0), P0(5-0) ea Route 9 DR 1.049 0=28.46 10.57 C=120 0.249932 24-1% 7-0 31-114 Pf Pe Pv 7.778 -1.216 109 180 12-0 14-10 q=28.46 K=5.6 25.829 32.391 Spr(-25.829) E(2-0), P0(5-0) fis Route 10 DR 1.049 0=23.14 8.59 C=120 0.170426 23-10 7-0 30-10 Pf Pe Pv 5.255 -0.529 110 194 13-7 14-10 q=23.14 K=5.6 17.074 21.799 Spr(-17.074) E(2-0), PO(5-0) OR 1.610 0=46.63 7.35 C=120 0.077335 3-0 3-0 Pf Pe Pv 0.232 194 192 14-10 14-10 21.799 22.031 OR 1.610 0=70.34 11.08 C=120 0.165464 6-0 6-0 Pf Pe Pv 0.993 192 186 14-10 14-10 22.031 23.024 sar, Route 11 DR 1.049 0=23.49 8.72 C=120 0.175181 22-8 4-0 26-8 Pf Pe Pv 4.669 -0.529 111 199 13-7 14-10 q=23.49 K=5.6 17.590 21.730 Spr(-17.590) 2E(2-0) OR 1.610 0=23.49 3.70 C=120 0.021748 3-234 3-234 Pf Pe Pv 0.070 199 194 14-10 14-10 21.730 21.799 SIP Route 12 DR 1.049 0=29.59 10.98 C=120 0.268515 24-136 7-0 31-134 Pf Pe Pv 8.356 -1.216 112 173 12-0 14-10 q=29.59 K=5.6 27.911 35.051 Spr(-27.911) E(2-0), P0(5-0) GO Route 13 DR 1.049 0=29.63 11.00 C=120 0.269277 24-134 7-0 31-1% Pf Pe Pv 8.380 -1.216 113 174 12-034 14-10 q=29.63 K=5.6 27.997 35.161 Spr(-27.997) E(2-0), PO(5-0) saw Route 14 DR 1.049 0=23.71 8.80 C=120 0.178297 22-10 7-0 29-10 Pf Pe Pv 5.319 -1.216 114 192 12-03 14-10 q=23.71 K=5.6 17.928 22.031 Spr(-17.928) E(2-0), P0(5-0) = Route 15 DR 1.049 0=30.53 11.33 C=120 0.284652 22-10 7-0 29-10 Pf Pe Pv 8.492 -1.216 115 166 12-0 14-10 q=30.53 K=5.6 29.729 37.005 Spr(-29.729) E(2-0), P0(5-0) Csi* Route 16 DR 1.049 0=31.53 11.70 C=120 0.302067 24-1% 7-0 31-11 Pf Pe Pv 9.400 -1.216 116 165 12-0 14-10 q=31.53 K=5.6 31.700 39.884 Spr(-31.700) E(2-0), PO(5-0) Route 17 DR 1.049 0=31.57 11.72 C=120 0.302863 24-1% 7-0 31-1% Pf Pe Pv 9.425 -1.216 117 168 12-0 14-10 q=31.57 K=5.6 31.790 39.999 Spr(-31.790) E(2-0), P0(5-0) (!, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 :1b: y artaaaa Pipe Type Diameter Flow Job Number: KS0199 Report Description: Ordinary Group II Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary ( Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter 4.67 = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 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 ppe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation diffe.ence between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V 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 11W Elbow Ee2 22W Elbow f Flow Device 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 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15:49AM Page 6 ?k Job Number. KS019.i �• - -� >�-� � -•- --�-�� --� - • Report Description: Ordinary Group 1 Supply at Node 1 150 _ -Static Pressure 140.000 135 120 - 719.42 69.42 with hose @ 108.823 streams 105 90 U1 Q. _ 75 _ to _ N _ _ a 60 -LS/stem demand curve 45 30 _ 10900.00 IQ 20.000, 15 j 111111111 11111111 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 0-lPt@llftll 'n 22 1100°° 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hya.uic Graph Supply at Node 1 Static Pressor. 140.000 Residual Praan.. 10900.00 @ 20.000 Ava➢abl. PnssunTtne of Test 139.214 @ 719.42 System Demand 469.42 @ 108.823 system Demand (Inclu�ny Hasa Allowance) 719.42 @ 108.823 © M.E.P.CAD, Inc. K AutoSPRINK® VR5 v5.2.6 02/07/2008 11:15: age SHEET INDEX SHEET NUMBER SHEET TITLE FIRE A A' M SYSTE TUKWILA, WASHINGTON • FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 FIRE ALARM SYTEM FA -04 SITE PLAN, SYSTEM CALCULATIONS (GENERAL), RISER DIAGRAM WIRE DESIGNATION SCHEDULE FILE CO V' y ..��_. n i WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION -- SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED _#18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V x%12 AWG THHN/THWN . .244 O.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. 4 SHIELDED WIRE TO BE GROUNDED' ATI'1 P❑INT OF ORIGIN PUNCHED THROUGH EACH r .•; I � +q, =ti`- "'" � sit Without Comments A< Noted In Red Per The Attached Letter !hese plans have, he::- r: revft ;r<:d try Tho Tukwila Fire Prevention 8urEeu; :r cu:.:_:r::-;::,c v!ilh current city standards. Ac.._, . :._ ; _ errors and omissions ,; ;rl, v;: !; of adopted t stanaards arid c .. - iLil;: for the adequroy of c'• t designer. Additions, delv...... , drawings atter #this date will void U. -IL ___ ;,c :gill require a resubmittal of ret:i� d_ccc.,c, n s for : ubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Ll/ _?-f Ob By: I NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Reinspection Fee and termination of the testing. Because of increased demand our inspectors' schedules are_ booked 3-7. days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequesMci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection, DEVICE WRAPPED WITH TUKWILA FIRE DEPARTMEN Please call: 575.4402 - ynd give this job end exact address for shut. .•:;tion or restoration =Provo!) TAPE AND TAPED AT END GENERAL NOTES FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-07 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE. SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS' A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2002 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF. THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 2 1 1 SYMBOL DESCRIPTION FACP [EARA 1 BPS 1 T -D HCP HZM FIRE ALARM EX CONTROL PANEL FIRE ALARM REMOTE ANNUNCIATOR REMOTE BOOSTER EX POWER SUPPLY SYMBOLS LEGEND MODEL XLS-V SDD-C PAD -3 INTERFACE MODULE HTRI-R WITH RELAY DUAL INPUT INTERFACE MODULE CONTROL POINT MODULE HTRI-D HCP REMOTE CONVENTIONAL HZM ZONE MODULE r81 -i LINEAR BEAM _N SMOKE DETECTOR MANUFACTURER BACKBOX SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS SIEMENS PBA -1191 SIEMENS SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE ® DUCT SMOKE p DETECTOR HEAT DETECTOR (ADDRESSABLE) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM STROBE (CEILING MOUNT) FIRE ALARM © STROBE (WALL MOUNT) sc (CEILING MOUNT) SPEAKER STROBE FIRE ALARM AD2-P W/ SIEMENS TSM MODULE HFPT-11 W/ SIEMENS DB -11 BASE SET -MC -CW SIEMENS SET -MC -W SIEMENS ZR -MC -CW SIEMENS ZR -MC -W SIEMENS SET -MC -CW SIEMENS PROVIDED PROVIDED PROVIDED 4S DEEP 4S DEEP 4S DEEP 4S DEEP PROVIDED 4S DEEP W/ 1G RING DUCT HOUSING 4S DEEP W/ 1G RING 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. 4S BOX W/ 1G RING 4S BOX W/ 1G RING W/ 1-1/2" EXT. 4S DEEP BOX MOUNTING HEIGHT 66" A.F.F. TO TOP 66" A.F.F. TO TOP 66" A.F.F. TO TOP VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD CEILING VERIFY IN FIELD CEILING CEILING 80" A.F.F. TO BOTTOM CEILING 80" A.F.F. TO BOTTOM U.O.N. CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -HMC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1 /2" EXT. 4S DEEP BOX W/ 1-1 /2" EXT. CEILING 80" A.F.F. TO BOTTOM C FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING L FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. Q C FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING P FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM B WP FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX 1/2" PIPE VERIFY IN FIELD MR 1 MULTI -VOLTAGE CONTROL RELAY MR -201 /C AIR PRODUCTS 4S BOX VERIFY IN FIELD ❑M MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FATC FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD O JUNCTI❑N BOX F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A U.O.N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A WP WEATHERPROOF DEVICE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN BLUE AS BUILT REMOVE AS BUILT NOTES TO CAD N/A N/A N/A N/A N/A N/A N/A N/A j 4CALE: 1/8"=1' I L WIIa Fire DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 2/27/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET =7i FA -0 1 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved \;,` THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NEPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS OTYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE NOTE FOR ADDITIONAL SPEaFICATIONS SEE PRODUCT DOCUMENTATION. DUCT DETECTOR LOCATION *CONTACT RATINGS: 4.0A 0 125VAC 4.0A 0 30VDC MODULE OPTIONS LED ® SUPERVISORY POINT 0 FORM 'C- RELAY CONTACTS 1M,RE sHID1D OUNTING SLOTS FOR 4 INCH SWITCH BOX MOUNTING SLOTS FOR DOUBLE GANG SWITCH BOX FROM PREVIOUS -. E ADDRESSABLE DEM OR POWER SOURCE DATA IN (+) DATA IN ( ) (+) DATA OUT ( ) DATA OUT TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C CLINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - 27 VDC 3.5 riA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0.02uF 0.04uF 14 AWG. 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE DETECTION. IQ AI TB1 5165096- 23456 HCP TB2 0 65 qls 4 3 2 1 OUTLET SAMPLIN TUBE INLET SAMPLIN TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE SUPERVISED SWITCH f2 SPRINKLER MONITORING DEVICES, (TAAPER TC�H)TROL VALVE NOTE F FS -1121-D MONITORS BOTH ALARM AND SUPV DEVICES, THE ALARM DEVICE MUST BE HIRED TD SUPERVISED SNJITCD AND THE SUPV DEVICE TO SUPERVISED STITCH I2. 470 OHMS EOL 0 0 FROM XLS CONTROL PANEL OR (+)>--- PREVIOUS ADDRESSABLE DEVICE (-)'- IICONTACT RATINGS: 4.0A 0 125VAC 4.0A 0 30VDC MODULE OPTIONS ® SUPERVISORY POINT LED ® FORM -C' RELAY CONTACTS SUPERVISED SWITCH SPRINKLER MONITORING DEVICES, —WATERFLOV SWITCH CONING SLOTS FOR 4 INCH SNITCH BOX MOUNTING SLOTS FOR DOUBLE GANG SWITCH BOX FROM PREVIOUS ADDRESSABLE DINT OR POWER SOURCE DATA IN (+) DATA IN (-) NEXT DEVICE -lei (+) DATA OUT ( ) DATA OUT O TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE 0 GND N AC 0 0 I3 9 0 PAD -3 0 0 O INPUT- INPUT TROUBLE. NAC1 NAC2 NAC3 NAC4 AUX 1+ 17+ 1.2+2- 2 NC.0 NO +. - MIA 1111M1301101 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE 2 NAC -4 2 NAC -3 NAC -2 NAC -1 FROM REMOTE POWER SUPPLY FROM FRCP (VOICE CIRCUIT) 0 SWITCH INPUT TSM -1 NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. FRONT VIEW 0 L VOA 0 4 0 ran aa�n. IbIAI9I9 (-1-X-0(–)(–) TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL )TO NEXT DEVICE OR ) STOP IF LAST DEVICE SCALE NONE STROBE SPEAKER r1 STROBE STROBE SPEAKER � r SPEAKERISTROBE AND STROBE WIRING - LABEL SCALE SPEAKER STROBE OR STROBE ONLY R E 00 - MANUAL PULL STATION O 048- TO PULL 45 DEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 45 BOX (STROBE ONLY) 4- SQUARE DEEP BACK BOX WITH 1G TRIM RING SPEAKER STROBE OR STROBE ONLY R 80" AF.F. O 4S DEEP BOX w/ 1-1/2"i EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) PULL STATION —SPEAKER/STROBE SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR J END OF LINE TO NEXT DEVICE OR END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERATIN TEMPERATUX -F32' F (0.0 TO 10U F 311' C HUMIDITY: 0- X RELATIVE HUMIDITY. NON -CONDENSING —* FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) > DATA IN (-F) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT N MEN USED IN CONJUNCTION ViTH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEICE > ( ) DATA OUT > (-4+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID CEILING SPEAKER SUPPORT TILE BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE 0o- 0 0 oo o% Woo 00o CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPP❑RT Ij 0 0 ; o 1 TO NEXT DEVICE SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE NONE 0 0 0 CADDY BAR SUSPENDED ILLUMINATED CEILING right 2006 b Guardian Securit Systems, Inc. All Rights Reserved nie Eft Q., W Mft C/1 6 sum r RE[EASE/REVIS 4S DESCRIPTION w Q 0 C CO CO J 1 00 WCC LEE �Q cn z z (-)u)Ca1< iu)5 E --- W ACALE: 1/8"=1' DRAWN BY: (:ANDERSON DESIGNED BY: R_VEZZANI DATE: 2/27/08 BACKROUND PLAN PROVIDED BY: `OB NUMBER: SHEET FA -02 EOL—S1 18.62V FA BOXI-. ELECRICAL ROOM EXISTING STOCKROOM 12'-0" 2S 2Y n 15 • • STORAGE EXISTING se BATHROOM /1 / 102 \ / \ / \1 V 1 / \ ‘. RE! 115 \ \ '-1 \ / .---77— , i / \ / \ ., / \ i \/ \ / \ Xi V A / \ / \ \ / - \ A / \ 15 2S,2V 4 -7-- SALES FLOOOR 1S-0" 1, '1 ENTRANCE 12'-0" I \ i k 1:.0_ .1 1 k 1 ' 1 1 1 1 I 1 1 1 I 1 1 1 2S,2V 1 \ 11 11 11 -------,_ 1 . 1-11 11 , • 1 1 11 1 t t1\ 1 1 1 t11; 1 - 1 II\ t 1 I; 1 1r— . -,,- -11---------)::-------. -.1 — L_____ -----Tic -1 -----------it------==:::=,=== ir----------A ----_-__L_I:, 1 ' / / \ \ \/\.. .I./.\ \'\\1 /. \ / 1 > 7 / / \ \ / \ / i \/ \/ \ 1 \ 1 / \\ /: \ / \ ii 1 , /` / 4' // ./i / \‘-,/- \/ 47 \71 \i < /( i / :,// \3 / \ / / e / i\ \ 185 c S < C I 1- cr 0 z 4 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved • 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 ?;! DESCRIPTION L1J SCALE: 1 /8" = 1 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI DATE: 2/27/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET J FA -03 } 1 1 18. •1 1 NORTH r'1 111. .1l 11 11 11 1„1 1 1 :1\ ITT -4 1,1 • 1;-"1 SKECHERS WESTFIELD SOUTHCENTER MALL SCALE 1132'4 EOL -S1 18.62V EX RISER DIAGRAM ,fir. ,11 ;1 3i 0 - F N 1. t 1 \ i.- 1__1_11 ` L< t� SYSTEM CALCULATIONS r SKETCHERS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations SKECHERS FACP ADD ONS 1 Current Load: Standby: Alarm: Current Load: Deice Type Qty Standby: Alarm: Amps Total Amps Total Device Type Qty Main System Board SET -MC @15CD, SET -MC @30CD SET -MC @75CD SET -MC @110Cb SET HMC-C@115CD SET-HMC-C@135CD SET HMC-C@185CD ZR -MC @15CD ZR -MC @30CD I HCP Standby Curren • HFP-11 Amps 0.0022 Total 0.0022 Amps 0.0023 Total 1 0.03 0.03 0.030 0.030 AD2-P 1 0.0635 0.0635 0.064 0.064 1 1 0.064 0.098 0.175 0.233 0.048 0.064 0.048 0.318 1 0.445 1 0.064 0.064 HTR -R HTRI-D 2 0.009600 0.0096 0.021 0.042 0.001600 0.0035 • 0.0731 Amps 0.106 Amis 0.098 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.0015 0.03 Amps 0.2062 Amps Alarm Current Load: 0.106 Amps For 5 Minutes= 0.009 Amp -hours Load: Alarm Current ;Load: ll. Cij 0.03 Amps 0.2062 Amps For 24 Hours = For 5 Minutes= 0.720 0.017 Amp -hours Amp -hours Total System Current Load: 25% Derating= 2.204 2.204 25% Derating= 0.922 Amp -hours Amp -hours Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Battery Pair tobe Used: Total System Current Load. 12VDC 0.922 Amp -hours Amp -hours 7AH X IF RECOMMENDED MINIMUM BATTERY SIZE = 7.00 Arlpere*Hours BATTERY SIZING CALCULATION _.__....._ ..__Notification Appliance Circuit Detail PROJECT:: WESTFIELD SOUTHCENTER MALL Panel: SKECNERS Date: l April 17, 2008 CIRCUIT:IS1 QTY • 1 Device ..__„e Type 1 'SET -MC @15CD117 117: , • 0....._ 1SET-MC @30CD '_..... 180 0 0 (SET -MC @75CD 2971 0 1 -SET-MC @110CD 2331 233' 1 ;SET-HMC-C@115CD 3 318€ 3181 0 ?SET-HMC-C@177CD 4451 0 0 ;SET -HMC @135CD 3181 0 1 3SET-HMC @185CD 445; 4455 1 Z-MC@15CD 111= 111 0 1Z-MC@30CD 200; 264; TOTAL m A=1 1 ----- --- 'Wire Resistance : 3.24._ CURRENT TOTAL= 1224 Alarm Current i Alarm Total 1 Wire Size Wire Length 1 Voltage at EOL 1 Circuit Total 0 1SET-MC-CW@110CD DEVICES=S CIRCUIT:1S2 0 0 1224 12 224 18.62333952 Notification Appliance Circuit Detail PROJECT: I WESTFIELD SOUTHCENTER MALL Panel: SKECHERS Date: ' Ap it 17; 2008 CIRCUIT:SPEAKER CIRCUIT - QTY Device Type :Alarm Current: Alarm Total 4 170.7V1/8 - 1.8- 0 01 0 0 :. ' 0; 0 1 1224 ;Wire Resistance :5.16 CURRENT TOTAL=7.2 7.21 01 0;. 01 _ .__,< .....--_--.. -__ _........ _.__._._ __ __._ _. __. _...___ _..- _ "'. -' - ....... S_.�......_.,-,.... _.:. ..........._•_--..----- __ -----. _.-._-- • DEVICES==4 ? TOTAL m A= 7 0( Wire Size 1 Wire Length Voltage at -EOL Circuit Total 12 f 400 20.37027841 7.2 SYSTEM CALCULATIONS ;Total Wire Resistance (R Total Device Load, Amps (I) T _y. (Total Cct Load) Total Wire Resistance (R ) (WL.*2)*(R/ft) 3Total Device Load Am s(I) (Total Cct Load) ;Voltage Drop (E ) �_. (E= I *. R) I EOL Voltage (20.4 - E) - Copyright 2006 b { 1.451 1.221 4.131 0.01 0.03' 20.37 Guardian Secunt S stems, Inc. All hts Reserve iz r,r) V ; z: 0; _; Q LU • =4".: ` cn o Li] 3. •�.:: o cr);N LU RELEASE/REVISIONS DESCRIPTION FOR APPROVAL 25 REVISONS REVISIONS PE 0 .W: it ISCALE: 1:/32"= DRAWN BY: DESIGNED BY: R.VEZZANI DATE: 2/27/08 41 ;11 JOB NUMBER: